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HomeMy WebLinkAbout16523 SMOKEY POINT BLVD_BLD6701_2026 CITY OF ARLINGTON 18204 59th Avenue NE,Arlington,WA 98223 INSPECTIONS:360-403-3417-Permit Center:360-403-3551 BUILDING PERMIT 16523 SMOKEY POINT BLVD Permit#:6701 Parcel#:31052800204400 PERMIT EXPIRES 180 DAYS AFTER DATE OF ISSUANCE. Scope of Work:Installation of New Fire Sprinkler System throughout entire building Valuation:165324.00 A TOOT CONTRACTOR GRANDVIEW NORTH LLC Burns Fire Protection Systems,Inc. Burns Fire Protection Systems PO BOX 159 PO Box 1110 PO Box 1110 ARLINGTON,WA 98223 Granite Falls Granite Falls,WA 98252 360-691-2235 360-691-2235 LIC:603 467 812 EXP:03/31/2026 LIC:BURNSFP841DU EXP:04/14/2026 LIC:86528 EXP:12101/2026 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR LIC#: EXP: LIC#: EXP: JOB DESCRIPTION - PERMIT TYPE: FIRE SPRINKLER CODE YEAR: 2021 STORIES: 3 CONST.TYPE: IA DWELLING UNITS: OCC GROUP: A-1;Assembly BUILDINGS: OCC LOAD: - 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 ordnance 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. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY;NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED.IBC I10/IRC110. SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington#3101. 10/31/2025 10i31/2025 App' a t Si e Date Building Official Date CONDITIONS Adhere to approved plans.Permit shall be onsite for inspections. Call for inspections. 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. THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY.ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS, MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. JPEW PERMIT FEES - Date Description Fee Amount 10/31/2025 Fire System Plan Review $1,334.32 10/31/2025 Credit Card Service $40.03 10/31/2025 Processing/Technology $25.00 10/31/2025 Fire Sprinkler System $1,350.00 Total Due: $2,749.35 Total Payment: $2,749.35 Balance Due: $0.00 - CALL FOR INSPECTIONS Call by 3:30 pm for next day inspection,allow 48 hours for Fire Inspections When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whe the ryou prefer morning or afternoon INSPECTION INFORMATION I Pass/Fail FIRE SPRINKLER PERMIT APPLICATION lop Community and Economic Development City of Arlington• 18204 59th Ave NE•Arlington,WA 98223•Phone(360)403-3551 Type of Permit: x❑ New Installation System Modification Phased Installation 16517 Smokey Pt Blvd Property Address: Suite No.: Project Valuation: $165,324.00 Lot#: Parcel ID No.: 31052800201100 Preferred Contact: 0 Owner 0 Applicant O Contractor Project Description: Installation of new Fire Sprinkler System in new apartment complex Owner Name: Grandviews Ashford Place LLC Phone No.: Email Address: gv a@grandviewinc.net Cell No.: 360-435-7171 Mailin Address: 20505 Olympic PL NE City: Arlington State: WA zip:98223 Applicant Name: Audra Williams Phone No.: 360-691-2235 Email Address: audra burnsfire.com Cell No.: Mailing Address: PO Box 1110 City: Granite Falls State: WA Zip: 98252 Contractor Name: Burns Fire Protection Systems, Inc. Office No.: 360-691-2235 Email Address: audra@burnsfire.com Cell No.: Mailing Address: PO Box 1110 City: Granite Falls State: WA Zip: L&I Contractor License Number: BURNSFP841 DU Expiration Date: 12-31-2025 SUBMITTAL REQUIREMENTS:Provide Information on All Equipment to be Installed Prior to Installation ELECTRONIC FILES OF THE FOLLOW: ❑ Complete and Scaled Plans ❑ Hydraulic Calculations ❑ Equipment Specifications for Each Fire Sprinkler Permit Application ❑ 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 I $600.00 plus$50.00 per 100 additional devices(round up) Total Number of Devices = $600.00 + $ 1 = $ Hydraulically Designed Systems Yes ❑ / No ❑ Yes=Permit Fee x 2 $ PERMIT FEE SUBTOTAL $ X❑ 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= 1373 $625.00 + 1 $ 675.00 = $675.00 Hydraulically Designed Systems Yes Q No ❑ Yes =Permit Fee x 2 $1 ,350.00 PERMIT FEE SUBTOTAL $1 350.00 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 SO% = $ 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 $ 1 ,350.00 PLAN REVIEW FEE $ 2,052.80 Processing/Technology Fee $25.00 TOTAL $3,427.80 1 hereby certify that I am the ❑Owner, ®Applican4 ❑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. - - - Alidrq W011mgms 9-08-2025 'gnature Print Name Date SAVE PRINT REV2022 Page 3 of 3 PORTION OF NW 1/4, OF SEC. 28, TWP. 31N., RGE. 05 N.,W.M. OF L3-1_D09 FOS - % R 166TH PLACE N E ___ +36'-8"TOP OF PARAPET oW'ae.,.rriro:ornol� o ----"---M � � s�oawrar: h -xlsnNc l MM.iRgcle.y IEII IF° - D e�see-fiat GRAPHIC SCALE To R eoun°mPar m TD =��_so-.so N. o P FLANGE 3D D is 3o x. 7t, mu.fbx - ELEV. 11 7N•IFT m o00 _. t, 843 0l IP DHP P +32'-5 518"TOP PL. - - 621 L rL a ---oHP- t mon=30 r. +29%0"TOP P 128 LF of a"DIP 16 NO' CASCCADEPSURVEnNG&ENCNEERNN INC DATED GCTGRER 2D2t 3.5 LF H � UTIL DES PROVIDED PER HELD MEASUREMENTS OF ", �F L p-- O "lll VISIBLE SURFACE FEATURES I- \ I DATUM'NAVD 88 `o Aj - _ o sN o6]62, I !- 12A LF of 6 DP N BOLT TOP FLANGE APARTMENT HALLWAY APARTMENT °P J I EASE "T A"6DD`2D`° °.'23" CPVC WET SYSTEM LINES FEEDING m W � IT PENDANT HEADS FOLLOWING SLOPE e z /v OF ROOF IN JOIST CHANNES 20A HE"f 6 - - h +22'-3"3RD F. y BLDG 1 ' Y IF H {V a �� LI wI 31052800707100 LL �I I ONLY PT lit,-3 �': _ � 4 T --° e 4 M RTM HALLWAY RTM 312528ca205800 OPVC MAIN FEEDING PENDANT ✓ ° P B2 L x HEADS AND LINES IN JOIST I o `- �LONa-WALL to - x p - - CHANNELS io N-iz®osox L, i - ---- E. O nT _ N ac No o� +'12._3..2ND F. F im� a Oct Oct r ooz I!I - N / � sD /r 1 28..LE of e D S10S2800201'00 EY 'I _- - L5 20.. I PT C _-_ ( 2]3 s _ �r 26.]LF f e DIP - - - _ IV EV EV IV - S-2 SHELL ONLY ? 3 T --- - _<---- ` .1 LF -_ PARKING COMMERCIAL R TAIL n m 6 VERIFY EX M N DEFLECT WATII L Nfi]t41TW 9.pfl' -�-� W ^� +._ 111 DRY LINES IN PARKING GARAGE 700 L4 w - _ w --- LINES IN ELL SPACE WITH �, RTI ALLY TD WITH HIGH POINTS 18° BOD 6" N R IF"<s TO MAINTAIN 05 6 LF"r 6 ROOSTER- AIL ASSEMBLIES EE rc6L REPARAnoN FROM STORM °P R n 6�DIP 6 BOJ) FEED BY DRY MAINS SLOPED LINES IN SHELL SPACE WITH qT 6° BOJ I^ 1 AT°R°s6"D sE R.E. 12 141 LF of 6 AOP AS REQUIRED PER NFPA #13 ROOSTER-TAIL ASSEMBLIES .L DBJS r AT 6" BOB UNTIL PAST 18" BEAM - e I -' - - I +0.-0..7ST F.F" - _.• _ .,.... --...:.. ,.._. -.1..:.;, BLDG 2 C1052°0^20'.200 I F.F.E.-t121.9 w I ry t9 I Tc�`D- ---RD�co R R 1 BUILDING SECTION r I -------------� 3 ' --®- ` -- ---: IF o. ,. z 4� 1/4=1-0.. I. I 33.]LF ar a•DIP - 4 SEW ER&WATER LEGEND: 1oP �w RIPOSED WATER LINE "C' IIFD) RECOVERY CENTER PROPOSED BOURIc CHECK VALVE ASSEMBLY �1, ARE.21-012 m - r TIED) SED HYDRANT Oros..roc PRCP.IED DATE vALVE PROPOSED REDUCER - PROPOSED LEEWITH THRUST BLOCH PROPOSED PDDE°REE ELBOW WILL BLD K O SITE PLAN N .11 TMR°nT ELMK X' o m m 4a 1„=40' ss LINE O - ER MANHOLE PROPosEo sewER cLEANouT • `F - "' w '- Ex WATER LIKE City of Arlington IF Ex DATE IALUE Building Department F WATER METER APPROVED o Ex SEWER�ANRoLE F� Kevin Olander- 10/13/2025 No changes authorized unless approved by the Building Official t SCOPE OR WORK BY BURNS FIRE PROTECTION SYSTEMS,INC.IS TO PROVIDE SPRINKLER PROTECTION TO ALL AREAS REQUIRED BY NFPA 413,#13R 2019,AND LOCAL REQUIREMENTS. PIPING SYMBOLS: `F `F J d GENERAL NOTES: fp Approximate Hanger Location M.J.X FL ADAPR a " sue LEVEL 1. DESIGN AND INSTALLATION TO CONFORM WITH THE CITY OF ARLINGTON,NFPA#13 2019. `�J Approximate Bracing Location 2. ALL MATERIALS TO BE NEW AND UL OR FM LISTED. -�- Approximate Location of Grooved Coupling >- - 3. PROTECTION OF SPRINKLER FROM PAINT BY OTHERS. PIPE SLEEVE PIPE SLEEVE 4. STEEL PIPE JOINED WITH THREADED FITTINGS TO BE BLACK SCHEDULE 40. THRU Sue TIMID sue e 5. STEEL PIPE JOINED WITH GROOVED COUPLINGS TO BE BLACK EDDYFLOW WITH WELDED OUTLETS. +0-0 Elevation from Floor to Centerline of Pipe 6. ALL PIPING ON DRY SYSTEM TO BE GRADED TO DRAIN IN ACCORDANCE WITH NFPA#13. -0 BOJ Elevation down from Joist to Centerline of Pipe 7. ALL PIPE ELEVATIONS ARE TAKEN FROM CENTER LINE OF PIPE AND ARE AS MARKED ON THE DRAWINGS. 8. SYSTEM IS DESIGN TO DELIVER PER THE NOTES ON THE PLAN. -0 BOB Elevation down from Beam to Centerline of Pipe 9. ALL SWAY BRACING TO BE 1"SCH 40 PIPE FASTENED PER APPROPRIATE DETAIL. 10. ALL GROOVED COUPLING ARE TO BE RIGID UNLESS NOTED OTHERWISE. THRUST BUXIK 11. FLOW AND TAMPER SWITCHES TO BE PROVIDED AND INSTALLED BY BURNS FIRE. (0'-0") Center to Center Dimension of Pipe (PER NFPA 26) 12. ALL ELECTRICAL WIRING TO BE PERFORMED BY OTHERS. 13. ALL FLOW SWITCHES AND TAMPER SWITCHES SHALL BE TAMPERED/MONITORED AS REQUIRED BY CODE. 0'-0" Cut Dimension of Pipe 14. CUTTIN PROVIDE AND PATCHING OF EXISTING CONSTRUCTION BY OTHERS. CD Reference Point RISER PLAN 15. IT IS THE RESPONSIBILITY OF THE OWNER TO ADEQUATE HEAT TO PREVENT FREEZING WATER IN THE O PIPES FOR WET SYSTEMS. G A Rise/Drop 16. THE ELECTRIC BELL SHALL BE MOUNTED ON EXTERIOR WALL OF BUILDING. First Floor a 6• r 1/2'"=1'-0" 18. RESIDENTIAL PENDANT SPRINKLERS TO BE IN INSTALLED AND SPACED ACCORDANCE WITH THEIR LISTING. Main Sprinkler Riser 19. ALL PENETRATIONS THRU RATED WALL SHALL BE FIRECAULKED. 20. BUILDING IS MIXED USE WITH OH1 AND RESIDENTIAL OCCUPANCIES. (NAS) No Automatic Sprinklers SYSTEM RISER/SUPPLY Components 21. AREA OF FLOORS= 1 6"SUPPLY LEVEL 1-9,859 SQ.FT. (TUTS) NOT TO SCALE LEVEL 2-10,205 SQ.FT. CERT.#151760 2 6"GROOVED BY FLANGE ADAPTER LEVEL 3-10,232 SOFT. SIZE PIPE TYPE/SCH. NOM. ID Jennifer Yates C.E.T. 3 6x4"REDUCER(4"T.O.) 22, NUMBER OF SPRINKLERS IN THIS SUBMITTAL 371. N.LC.E.T. Level III 4 4"AMES DERRINGER 30 DOUBLE CHECK DETECTOR ASSEMBLY(18.7"T.O.) 1" SCH 40 1.049 1 80 ROOM OCCUPANCY DESIGNATIONS "1/4 ­oODON IN 5 2 1/2"RISER MANIFOLD WITH MAIN DRAIN TEST VALVE,SIGNS, 1/ " SCH 40 1.32" SCH 40 1.610 ex es. PlOON FLOW SWITCH,GAUGE AND PRESSURE RELIEF(12"T.O.) 2' SCH 40 2.067 ­11 6 4"CV-1 CHECK VALVE(9.63"T.O.) LIGHT HAZARD Light hazard occupancies Shall be defined as occupancies or portions of other occupancies 2 1/2" DYNAFLOW 2.703 "A aXDDT. "s where the quantity and/or combustibility Of contents is IOW and fires with relative) IOW rates 3 DYNAFLOW 3.314 sm s s 7 (2)21/2"HOSE VALVES FOR FORWARD FLOW BFP TESTING q Y / Y Y 4 DYNAFLOW 4.310 maximum. of heat release are expected 9 6"SUPPLY LY CONTRREMOTOL LVAFDC Ordinar hazard Grou 1 occu ancies shall be defined as occu ancies or ortions weight ft maximum sou nlds') 9 4"BUTTERFLY LY CONTROL VA(E(17.O.) H ORDINARY HAZARD Y ( P ) P P P water fi(Ied hanger IP Of other occupancies where combustibility is IOW, quantify Of Combustibles is moderate, SIZE PIPE TYPE SCHED. NOM. ID pipe �pacln9 5xWEIGHT+250 10 21/2"BUTTERFLY CONTROL VALVE(3.7T'T.O.) INCHES / INCHES (pounds) feet) 11 4"DPV-1 DRY VALVE(13.75"T.O.) stockpiles of combustibles do not exceed 8 ft (2.4 m), and fires with moderate rates of heat release are expected. 1" SCH 40 1.049 2.05 12'0 373 12 RISER MOUNT AIR COMPRESSOR 227.1 GAL CAPACITY 1"1/4" SCH 10 1.492 2.52 12'0 401.2 13 4"RISER MANIFOLD WITH MAIN DRAIN/TEST VALVE,SIGNS, H ORDINARY HAZARD Ordinary hazard (Group 2) occupancies shall be defined as occupancies or portions FLOW SWITCH,GAUGE AND PRESSURE RELIEF(13"T.O.) Of Other occupancies where the quantity and Combustibility of Contents are moderate t0 high, 1 1/2" EDDY FLOW 1.728 2.71 12'0" 412.6 14 12 HEAD SPARE HEAD BOX where Stockpiles Of Contents with moderate rates Of heat release do not exceed 12 ft (3.66 m) 2" EDDY FLOW 2.203 3.79 15'0" 534.25 15 10-ELECTRIC BELL and stockpiles of contents with high rates of heat release do not exceed 8 ft (2.4 TO). 2 1/2" EDDY FLOW 2.703 5.1 15' 632.5 EDDY FLOW 3.314 7.18 12' 680.8 `F INDICATES FLEXIBLE COUPLING 4 EDDY FLOW 4.31 10.86 8' 684.4 NOTE: LOAD RATING USED 760#BASED ON MANUFACTURERS PUBLISHED DATA IN ESP REPORT PER NFPA#13 5xWEIGHT OF WATER FILLED PIPE+#250 REQUIRED N NOTES REVISIONS SPRINKLER SYMBOLS (y NOTES AND DATE DESCRIPTION BY BFPS, INC Ashford Place Building 1 DETAILS SYM DINT POSITION FINISH TEMP K NPT SIN MFG. MODEL Q 222 PEN. CHROME 155 4.90 1/2' TY2234 Tyco LFII y�Pp�YVAfNI STA1E•••••••' 34 PEND CHROME 1]5 4.90 1/2' TY2234 Tyco LFII PERMIT NO. „,m CERN�ICA7E OF MPMNCY: Q 84 URN BRASS 155 5.60 1/2' TY313 Tyco TY-FRB P.O.B. 1110 CONTRACT NO. w E �flRESPRINKLER�rsYlMa 16517 Smokey Point Blvd. David Yates ® ] PEND CHROME 155 5so 1/2' TY3231 Tyco Tr-FRe APPROVAL CITY OF ARLINGTON 2005-0898-C Level 0 24 URN CHROME 155 5.60 1/2' TY3131 Tyco TY-FRB GRANITE FALLS, WA Arlington, WA 98223 DRAWN BY Bums Fire Protection Systems,Inc. J.YATES s URNSFP Du t 425-388-0124 SCALE NOTED . 8/5/25 DATE 8/5/25 DESIGN QUESTIONS 360-580-1062 CONTRACTOR: R`"B`° FP 1 PLOTTED INSULATION TENTING DETAIL SPECIAL ATTENTION: BRANcxLrNE DO NOT WRAP PIPING 1 I"X DROP Objective of sprinkler tenting is to capture the warm air coming through sheetrock to keep sprinkler pipe warm and to seal out cold attic air and protect from (SEE PLAN) blow in insulation getting between sprinkler pipe and sheetrock 1. 4 moo. 3 'x 6"x 12"plywood each side of I-JOIST web 1.Overlap insulation bolts 6-6 inches in the direction of blow in from attic entry point. 2.Extend Batts 1 2 inches past the end of sprinkler lines and head drops. 2. No.6 x 211 long(minimum)drywall screw(6 each side) 3.Fill gaps or cut batts to fit around/under black vent pipes,white vacuum tubing and gas piping. 3. Washer 4.Cut batty at joists and pipes to allow insulation to fill the joist space to the nailing face of ceiling joist. 5.Tightly attach Batts for vertical sprinkler piping tenting so as no gaps are present to allow cold attic air to get to sprinkler pipe. � 4. Swivel sway brace fitting(equivalent to AFOCNO-677) 1"x i/z"R.c. R-11 BATTING JOIST- e 4 1 R-11 BATTING R-11 BATTING` SPRINKLER 5 5. 2'diameter bolt THRU BOLT CErzwc ��' SHEET SPRINKLER PIPE I—F�3114,Mira  C�? T - � ROCK ;=�0�;, PIPE JOIST- 1 1/2"MAX SPRINKLER ROCK SPRINKLER JOIST- TYP. DROP PIPE PIPE ROCK %-11 BATTING 3 2 INSULATION OVER STEEL PIPE IN OPEN ATTIC BY OTHERS ALLOWABLE HORIZONTAL SEISMIC FORCES(Ibs) ANGLE TO VERTICAL ( a ) us- LIM L • 30' 45' 60° NOT LESS THAN 2" NOMINAL WIDTH. 450 620 690 FM O FM 1 1/2" The loads in the table are based on the controlling connection to the joist. The forces include a 1.33 duration factor adjustment. ell NOT LESS THAN 3"NOMINAL THICKNESS FOR FORCES PARALLEL OR PERPENDICULAR TO I-JOIST FROM RED-I DESIGN GUIDE FLOOR JOIST (2 1/2") BRACE TYPE C&D COMPOSITE WOOD �/ TRUSS/JOIST CONSULT FIG AF730 PIPE CAMP SWG 20 TRUSS MANUFACTURER FOR 2" MIN. CROSSMAIN RECOMMENDED INSTALLATION PENETRATION ®�POINT. Qe FIG. AF035 FAST CLAMP + GST 20 ST 20 FOR 1-2 1/2" PIPE ° FIG AF700 SWIVEL FIG AF700 SWIVEL ST 25 FOR 4" PIPE MODIFIED COUPLING CUT PERPENDICULAR o GLUED T EXTERIOR F GOR VERTICAL USE.. COUCPVC PLLING� TO SEAT INSTALL IN CENTER OF LOWER FACE. �j CROSSMAIN SEA o LONG ITUDINAL SWAY BRACE SID vlEw NOTE: FIELD MODIFICATION FOR RISER TIGHTEN SNUG TO CPVC COLLAR FOR VERTICAL USE PIPE BUT DO NOT PIPE CLAMP OR DISTORT OR COMPRESS GST 20 PIPE HANGER FOR TRUSS/JOIST rwhildex GST PIPE HANGER FOR WOOD 'r�Il hildex FORESEISMIC BRACING SWG PIPE HANGER FOR WOOD L❑NGITUDINAL BRACE FOR CPVC PIPE CPVC COUPLING MODIFICATION 2 1 BRACES NOT MORE THAN 80' ❑, C, - FOR SEISMIC BRACE ATTACHMENT 3 BRACES 50' MAX ❑, C. FOR 2" CPVC (2, 224 #/FT. )=1 11, 2# 21" minimum BRACES 40' MAX ❑ C FOR 1 1/2' CPVC ( 1, 417#/FT) =56 68# �3' at mC1InS� MAX BRACE LENGTH 7' rwhildex DRY SIDEWALL SPRINKLEIRF== FFIT BY OTHERS CROSSMAIN OU PROTECT BALCONIES BEYOND OUTSIDE OF DWELLINGWITH PLUGGED OUTLET UNITS 3/4 "WOOD FLOORING 4 MINIMUM BARREL LENGTH INSIDE , GST 10 HEATED BUILDING ENVELOPE BASED ON FIG. AF035 FAST CLAMP —20 DEG OUTSIDE TEMP AND 50 DEGREE �wooD Jolsr TYPICAL INSTALLATIONsIDE DRYMPERATURE HEADS AT DECKS INVERT u-RooK FIG AF700 SWIVEL FOR MAINS AT ROOF TRUSSES SCALE: NONE 568" SHEETROCK CEILING 1. Minimum 4x6 no. 2 grade Douglas fir or southern pine or better SINGLE LAYERUSEECSTT300 2. Two 16d (312") Common nails LATERAL SWAY BRACE OPTIONAL CPVC HANGERS 3. 8" x 3" lag screw FOR LINES OR MAINS UP TO 4" (2 places) LINO SCALE 4. U-hook LEGS BENT OUT 30 DEGREES FOR MAIN FOR NFPA 13 THRU BOLT 1 112" EMBED HARDENED HEX HEAD SELF THREADING SCREW LATERAL SWAY BRACE IS FURNISHED WITH THE HANGER AND IS THE BRACES NOT M❑RE THAN 40' ❑ C MINIMUM FASTENER SIZE ACCEPTABLE 3 Pipe size at maximum hanger spacing: 4" BRACES 20' MAX ❑. C. FOR 1 1/2" CPVC LEVEL 2 EAM OR TRUSS BRACES 25' MAX ❑, C. FOR 2" CPVC LEVEL 3 2x10 SEE TRUSS BLOCKING/STIFFENER DETAIL FIG. AF077 SWIVEL MAX BRACE LENGTH 7' TOLCO#24 OR EQUAL WOOD JOIST TOLCO #28 OR EQUAL I TRusses za"o.c.— WOOD HEADER LISTED FOR CPVC 4® ® BRANCHLINE FIG. AF775 PIPE CAMP s• _ I DOUBLE FASTENER ° 1�p� 1/2"x4"BOLT(MIN " IN WOOD) STRAP TYPE HANGER G e FIG. A1310 SURGE RESTRAINER CPVC HANGERS FIG. AF775 PIPE CAMP LE SWIVEL 1 CROSSMAIN TYPE 1 - FOR 1" AND 1-1/4" PIPE AND HANGER LONGITUDINAL MAIN BRACES LE FIG. A ® TYPE 2 - FOR 1-1/2" AND 2" PIPE AND HANGER Na scALE BEYOND SUPPORT SPACING DISTANCE CPVC SDR 13.5 SUPPORT SPACING DISTANCE CPVC SDR 13.5 ATTACH TO TRUSS OR BEAM TO AN END LINE SPRINKLER HEAD DROP ELBOW WITH AN IN LINE SPRINKLER HEAD DROP TEE °o R o (SOURCE = CENTRAL SPRINKLER TABLE N) (SOURCE = CENTRAL SPRINKLER TABLE M) �p Fkl NOMINAL PIPE SIZE LESS THAN 100PSI MORE THAN 100PSI NOMINAL PIPE SIZE LESS THAN 100PSI FIG. AF035 FAST CLAMP O �, 'III FIG AF700 SWIVEL 3/4" 9" 3/4" 4' `° City of dington 1" 1'0" 1" 5' Building Department LINE RESTRAINT 1-1/4" 114" 1-1/4" 6 FIG. AF775 PIPE CAMP APPROVED U NO SCALE 1-1/2" 2' 1-1/2" 7' O LATERAL SWAY BRACE Kevin Oland r- 10/13/2025 MAXIMUM SPACING 29' >1-1/2" 2' >1-1/2" 7' No changes authorized unless approved by CERT.#151760 LONGITUDINAL_ BRACE AT 50' O.C. FOR STEEL PIPE the Building Official Jennifer Yates C.E.T. N.I.C.E.T. Level III NOTE. NATIONAL IN-ETE FOR BRANCH LINES SHALL BE BRACED AT A DISTANCE FROM A TEE OR LATERAL BRACE AT 25 O.C. FOR STEEL PIPE CERTIFI ATION IN ENGINEERING TECHNOLOGIES. ELBOW TO PREVENT LIFT OF SPRINKLERS AS SHOWN IN TABLES MAX BRACE LENGTH 7 FIREPROTECTION ENGINEERING TECHNOLOGY WATER-BASED SYSTEMS WYOUT. N NOTES REVISIONS SPRINKLER SYMBOLS HANGERS AND DATE DESCRIPTION BY ,p,p'wAs... ... BFPS, INC Ashford Place Building 1 BRACING IT NO. W � E ��� MRI!SPRINKLE°NSMSMSNCY; 6517 Smokey Point Blvd. CDNPERMRACT No. P.O.B.. . . 1110 David Yates APPROVAL CITY OF ARLINGTON 2805-0898•C Level GRANITE FALLS, WA Arlington, WA 98223 Bums Fire Proteellon Systems,Inc. DRAWN ev J.MATES S 8/5/3 425-388-0124 SCALE NITS esiwe � DATE 8/5/25 :......... ..... .... DESIGN QUESTIONS 360-580-1062 CONTRACTOR: R"s`D IF 2 PLOTTED INARY DRAIN _o O O 801 DA Name:8 DA Area:2126.26 3 , O RY SYSTEM INSPECTORS LEST 1' 1' I' 1'6x v 1'EZ I-lo'v s.fiK MIMCE t ik'"s_o 6-4 3 4 0-fi O I O 697 O Design Am6 Dry System INSTALLATION KEY NOTES ' PARKING GARAGE 9., - 10-6 0 7-6 1 C.P.V.C.TO STEEL GRV x SUP ADAPTER Demand Cekuldws using Hazen-Whams MdW 4 ,", ,VII /I Occupancy Classification: OH1 -s Design Area Densiy: 0.15 SPRINKLERS SPACED IN ROOMS IN ACCORDANCE WITH NFPA 13 SMALL ROOM RULE s-s 3 a".,, Additonsi OIIhMa Hose: 500 10.2.5.2.3.1 Sprinklers shall be permitted to be located not more than 9 IT(2.7 m)from any Design Area She: 1950 single wall. _ 613 NOW:INCREASE BY 30%FOR DRY SYSTEM D BQ 815 814 914 - ' 612 1 PER NFPA#13 10.2.5.2.3'The requirements of 10.2.5.2.1 shall not apply within small rooms as defined in 3.3.196. A.10.2.5.2.3 Examples of sprinklers in small rooms are shown in Figure A.I 0.2.5.2.3(a), 72',04 s-e': t- -6 Figure A.10.2.5.2.3(b),Figure A.10.2.5.2.3(c),and Figure A.10.2.5.2.3(d). 872 - 919 3.3.196 Small Room.A compartment of light hazard occupancy classification having 871 619 913Y unobstructed construction and a floor area not exceeding 800 R2(74 m2). t Q3 WHERE DRY BARREL SPRINKLERS ARE USED,THE MINIMUM BARREL LENGTH TO BE BASED ON MINIMUM 50 -1 9- a-o 'p -s ,,,,,,,„„o,,,„,r,F,,,„°,°,° DEG INSIDE AND-20 DEGREE OUTSIDE TEMP.THE MINIMUM BARREL LENGTH INSIDE OF THE BUILDING S 4" DesWn Arse 7 Dry System RESIDENTIAL SPRINKLERS TO BE INSTALLED IN ACCORDANCE WITH LISTING.RESIDENTIAL SPRINKLERS PARNING GARAGE O - SPRINKLER DEFLECTORS 2"ABOVE BOTTOM OF 18"BEAMS BELOW 12"PURLINS USED IN DWELLING UNITS HYDRAULIC CALCULATIONS IN DWELLING UNITS BASED ON 18'xl8'SPACING OF Demand CakuWdm using Ham Wlfiems Mdhod - - RESIDENTIAL SPRINKLERS,WITH SPRINKLERS LOCATED NOT MORE THAN 9'FROM ANY WALL.NUMBER OF OHi -t' 1' SPRINKLERS INCLUDED IN CALCULATIONS TO BE 4 MOST HYDRAULICALLY DEMANDING PER NFPA#13 Design Ala Density: 0.15 �1, T Additional Outside Hose: 500 1 - VO QS VERTICAL ELEVATOR SHAFT-NO A.S.IN ACCORDANCE WITH NFPA#13 Design Area She: 1950 21 Notes:INCREASED BY 30%FOR DRY SYSTEM (� 9.3.6.6 The sprinkler required at the top of the elevator ho stway by 9.3.6.5 shall not be PERNFPA#13 DA Name:7 = n �✓ required where the ho stway for passenger elevators is noncombustible or m ted wmbustible W18 DA Area:1956.5 _ a° - and the car enclosure materials meet the requirements of ASME A17.1,Safety Code for Elevators O m ❑ - 1'.�a t„ / and Escalators. t' 103� j © THE FOLLOWING OBSTRUCTION RULES OF NFPA#13 APPLY 1' 3' II o � -s o s r o I 12.1.10.2.3"Shadow Areas.Shadow areas created by walls and partitions shall be permitted 1 '6 6 I I z s 11, 5 7 3- - _� AunuARr 2 VALVE MIM MAN T 0 in the protection area of a sprinkler as long as the cumulative dry areas do not exceed 15 ft2 o � L e i v /�,,. �-4 - 2 (1.4 m2)per sprinkler. o,... RESIDENTIAL Pendent sprinklers shall be located at least 3 ft from obstructions such as ceiling fans and light fixtures PER 71 71 71 1 _�,_ ° REQUIREMENTS OF NFPA13 1 _ 12.1.10.2.1 3"Unless the requirements of 12.1 A0.2.1.4 through 12.1.10.2.1.8 are met sprinklers 0 4 shall be positioned away from obstructions a minimum distance of four times the maximum - 43 3- -s - «°34 4 a 0-5': O _ ,ss,.,ssv "" µ dimension of the obstruction(e.g.,truss webs and chords pipe,columns and fixtures) • ,,,��,. In accordance w th Figure 12.1 10 2 1 3(a)and Figure 12.1.10.2.1.3(b) f' ry nn2�5' x x ,z o,z (A)The maximum clear distance required to obstructions In the horizontal orientation(e.g., light fixture and truss chords)shall be 36 in.(900 mm). °s ti (B)The maximum clear distance shall not be applied to obstructions in the vertical orientation O ^4". - 721 `�A W1) (e.g.,columns). PENETRATIONS IN FIRE WALLS TO BE FIRE STOPPED EQUIVALENT TO WALL RATING WITH APPROVED METHOD It 0 I.V -a 0 FLEXIBLE COUPLINGS ON PIPE LARGER THAN 2"WILL BE INSTALLED AS FOLLOWS. - 1. WITHIN 24"OF TOP AND BOTTOM OF ALL RISERS UNLESS THE FOLLOWING PROVISIONS ARE MET: S 0 E U ELEV 'I 2. (A)IN RISERS LESS THAN 3 FT.IN LENGTH,FLEXIBLE COUPLINGS ARE PERMITTED TO BE OMITTED. 2 7 b 4 - 7 ° LJEEI`j 511 5 0 �, (B)IN RISERS 3 FT TO 7 FT.ONE FLEXIBLE COUPLING IS ADEQUATE. 7811 1-a' o a"' z o� <.1s" SL- 2 d n,1' 1' _ n 1 3. WITHIN 121N.ABOVE AND WITHIN 24"BELOW THE FLOOR IN MULTISTORY BUILDINGS.WHEN FLEXIBLE FP 1 -� 101 COUPLING BELOW THE FLOOR IS ABOVE THE TIE IN MAIN TO THE MAIN SUPPLYING THAT FLOOR,A 2 9 4-4 m I 9-1 6-6 -6 13-0 I'-I-6 10-2'z I.. 6-0 -0-6 `�� _ TT-- - PERHADCONm(RVAL6E JA dA z -b r To EnEVATM MAmwE ROOM FLEXIBLE COUPLING SHALL BE PROVIDED IN ACCORDANCE WITH ONE OF THE FOLLOWING 2 PER PA P 2 N 3 2 � _ 4. A ON THE HORIZONTAL PORTION WITHIN 24"OF THE TIE IN WHERE THE TIE IN IS HORIZONTAL s-IAT OI T L I'TI 11 10 s 5. (B)ON THE VERTICAL PORTION OF THE TIE IN WHERE THE TIE-IN INCORPORATES A RISER 1 6. ON BOTH SIDES OF CONCRETE,MASONRY,AND FIRE RATED WALLS WITHIN 1 FT OF THE WALL 1.6 z z 2 2 z z z z N SURFACE,UNLESS CLEARANCE IS PROVIDED IN ACCORDANCE WITH NFPA#13 9.3.4 -4- pp 9-0 0, 12-0 ° _ s- 7. WITHIN 24 IN OF BUILDING EXPANSION JOINTS `'. -d b W o i 91 9 8 8. WITHIN 24 IN OF THE TOP OF DROPS EXCEEDING 15 FT TO PORTIONS OF SYSTEMS SUPPLYING B Ir3 f 915 50B MORE THAN ONE SPRINKLER,REGARDLESS OF PIPE SIZE. W g 18 �' n W 9. WITHIN 24 IN ABOVE AND 24 IN BELOW ANY INTERMEDIATE POINTS OF SUPPORT FOR A RISER OR p, s-s'•. -5 11 OTHER VERTICAL PIPE AuxIUARY Ix1AlNTTT1'- 7 �l DesiO Alee 5 et System 02s a24 6 e', 12 0 - z _ �0 T° 1�° 4_ 4 e, - o s b RefaiarI Shel Sltaoe PENETRATIONS IN FIRE WALLS TO BE FIRE STOPPED EQUIVALENT TO WALL RATING WITH APPROVED METHOD DeIM Calaiatials wing Hezm-Whams MOMWHERE REQUIRED PIPE CLEARANCES ARE NOT PROVIDED,FLEXIBLE COUPLINGS TO BE INSTALLED WITHIN 12" oc penq classification: OH2 rne Design A Dent .. 02 ON EACH SIDE OF PENETRATION 1 rea Additional Duals Hose: 500 2''HOLE REQUIRE FOR I';"PIPE 1 1 1 3'z c De*n A St*: 9D0 4"HOLE REQUIRED FOR 2"PIPE - 4 2 1 ' 2 1z 2 Holes:REDUCED FOR OR HEADS AND 19 MAX FOR PIPE LARGER THAN 2"FLEXIBLE COUPLINGS TO BE PROVIDED ON EACH SIDE OF PENETRATION 3 3a 1 o e' _ 1-0 1.7 -s d N CENNGS PER NFPA#13 -b b J, A Name-5 A Area:998.42 - ® 16.3.9.E Nonmetallic pipe listed for light hazard occupancies shall be permitted to be installed in ordinary hazard rooms of otherwise light hazard occupancies where the mom does not exceed 400 t2(37 m2). BEAMS BELOW JOIST U.N.O. 1 mid s� w FP 1 City of Arlington Building Department APPROVED Kevin Olander- 10/13/2025 No changes authorized unless approved by the Building Official CERT#151760 Jennifer Yates C.E.T. N.LC.E.T. Level III NATIONAL INSfITOTE MR CERTIFICATION IN ENGINEERING TECHNOIAGIES. FIRE PROTECTION ENGINEERING TECHNOIAGY HATER-BASED SYSTEMS WYOUT. NOTES REVISIONS SPRINKLER SYMBOLS PIPING PLAN 311 DATE DESCRIPTION BY S. CNT POSITON FINISH TEMP N NPT IN MFG, MODEL 0222 FEND CHROME 155 C901/2" TY2234Tyco LFII BFPS, INC Ashford Place Building 1 LEVELI :hT,alp-WASN1 STATE................................ r } 34 PEND CHROME 175 4.90 1/2" TY2234 Tyco LFII PERMIT NO. ag m ri.(mlfK°.A7'E OR�pMRaTINCY Q 84 UPR BRASS 155 5GO 1/2" TY313 Tyco TY-FRBONTRACT NO. 7. .RE SPRINKICR SYSY!#AS P.O.B.. . . 1110 ry David Yates ® 7 PEND CHROME 155 5GO 1/2" TY3231 Tyco TY-FRB T� T T�v 1651! Smokey Point Blvd. David Level3 Q 24 UPR CHROME 155 5GO 1/2" TY3131 Tyco TY-FRB GRANITE FALLS, WA APPROVAL CITY OF ARLINGTON :Bums Fire Pro sFirePro on Systems,Inc. 6/5/ 425-388-0124 Arlington, WA 98223 DRAWN BY J.YArEs SCALE 1/8" = 1'-0" DESIGN QUESTIONS 360-580-1062 CONTRACTOR: °USED 8/s/zs ...... ..- - - • PLDTED FP 3 2' 0" 79' 0" 17' 0" 34' 6" 27' 6" 17' 3" 17' b' a 5. 6" 6. 0„ 5. 6' 7. g„ 6. 0„ 7, 0" 6' 0" 7' 9" 5' 3" 6. 0„ 8' 0" 6' 0" 2' 3 5' g„ 6. 0„ as ___ - Oesial AID 1 Wet Breten UEVEL o Dentind INSTALLATION KEY NOTES • Ocoullancy CNesifirPfiOn: RES ®® ONO Ales DeA&h" 005 0 C.P.V.C.TO STEEL GRV x SUP ADAPTER _ Additional OuWde Hose: 0 • 1 D.0 Alsa S¢e: 4 SPRINKLERS SPACED IN ROOMS IN ACCORDANCE WITH NFPA 13 SMALL ROOM RULE Notes:WORST CASE 4 SPRINKLERS PER N PA 10.2.5.2.3.1 Sprinklers shall be permitted to be located not more than 98(2.7 m)from any • 913 single wall. 10.2.5.2.3'The requirements of 10.2.5.2.1 shall not apply within small rooms as defined in 3.3.196, _ A.10.2.5.2.3 Examples of sprinklers in small rooms are shown in Figure A.10.2.5.2.3(a), _ - • Figure A.10.2.5.2.3(b),Figure A.10.2.5.2.3(c),and Figure A.10.2.5.2.3(d). _ tx 4-T'- 2-1 n „-s o 1 9y 4 3.3.196 Small Room.A compartment of light hazard occupancy classification having - _ unobstructed construction and a floor area not exceeding 800 fl2(74 m2). I-a 0 WHERE DRY BARREL SPRINKLERS ARE USED,THE MINIMUM BARREL LENGTH TO BE BASED ON MINIMUM 50 • t DEG INSIDE AND-20 DEGREE OUTSIDE TEMP.THE MINIMUM BARREL LENGTH INSIDE OF THE BUILDING I 11-1 - - IS 4" ® RESIDENTIAL SPRINKLERS TO BE INSTALLED IN ACCORDANCE WITH LISTING.RESIDENTIAL SPRINKLERS USED IN DWELLING UNITS HYDRAULIC CALCULATIONS IN DWELLING UNITS BASED ON 18'x18'SPACING OF _ t RESIDENTIAL SPRINKLERS,WITH SPRINKLERS LOCATED NOT MORE THAN 9'FROM ANY WALL.NUMBER OF SPRINKLERS INCLUDED IN CALCULATIONS TO BE 4 MOST HYDRAULICALLY DEMANDING PER NFPA#13 o T VERTICAL ELEVATOR SHAFT-NO A.S.IN ACCORDANCE WITH NFPA#13 9.3.6.6 The sprinkler required at the top of the elevator hoistway by 9.3.6.5 shall not be 1 1 1}1 rAn AT 11.1w NATE L n'mmc required where the hoistway for passenger elevators is noncombustible or limited-combustible • 0-1 5 _ • and the car enclosure materials meet the requirements of ASME A17.1,Safety Code for Elevators —o-T and Escalators. _ © THE FOLLOWING OBSTRUCTION RULES OF NFPA#13 APPLY o- • • a_ - - 12.1.10.2.3'Shadow Areas.Shadow areas created by walls and partitions shall be permitted in the protection area of a sprinkler as long as the cumulative dry areas do not exceed 15 ft2 (1.4 m2)per sprinkler. -o o • o-10 RESIDENTIAL Pendent sprinklers shall be located at least 3 It from obstructions such as ceiling fans and light fixtures PER S17� REQUIREMENTS OF NFPA13 0 €a® •^ 12.1.10.2.1.3"Unless the requirements of 12.1.10.2.1.4 through 12.1.10.2.1.8 are met,sprinklers _ 1 fl 1 • 1 • shall be positioned away from obstructions a minimum distance of four times the maximum • _q,i 1_g 8 _ • s6 3-31: dimension of the obstruction(e.g.,truss webs and chords,pipe,columns,and fixtures) • • �_ � r``� in accordance with Figure 12.1.10.2.1.3(a)and Figure 12.1.10.2.1.3(b). • • (A)The maximum clear distance required to obstructions in the horizontal orientation(e.g., -• • • light fixture and truss chords)shall be 36 in.(900 rum). _ 8 (B)The maximum clear distance shall not be applied to obstructions in the vertical orientation _ (e.g.,columns). PENETRATIONS IN FIRE WALLS TO BE FIRE STOPPED EQUIVALENT TO WALL RATING WITH APPROVED METHOD 2 f e �� FLEXIBLE COUPLINGS ON PIPE LARGER THAN 2"WILL BE INSTALLED AS FOLLOWS. •2 2 z` r o-n - -i I -41,2-31,2-4h '511 4-9 3-1, 1- +11, 7 -1 2 9��I� +2 '2 1 10� 0 • 5 0 h9 2-s 1-3) -z a-e z-a, 3-„ z 1 1,z1 6�i vx 2 I 5 I _ s 5-0 •03 1 1. WITHIN 24"OF TOP AND BOTTOM OF ALL RISERS UNLESS THE FOLLOWING PROVISIONS ARE MET: 2. (A)IN RISERS LESS THAN 3 FT.IN LENGTH,FLEXIBLE COUPLINGS ARE PERMITTED TO BE OMITTED. (B)IN RISERS 3 FT TO 7 FT.ONE FLEXIBLE COUPLING IS ADEQUATE. 3. WITHIN 121N.ABOVE AND WITHIN 24"BELOW THE FLOOR IN MULTISTORY BUILDINGS.WHEN FLEXIBLE ro N - '7 - of • COUPLING BELOW THE FLOOR IS ABOVE THE TIE IN MAIN TO THE MAIN SUPPLYING THAT FLOOR,A FLEXIBLE COUPLING SHALL BE PROVIDED IN ACCORDANCE WITH ONE OF THE FOLLOWING -� - - - 4. (A)ON THE HORIZONTAL PORTION WITHIN 24"OF THE TIE IN WHERE THE TIE IN IS HORIZONTAL 77 5. (B)ON THE VERTICAL PORTION OF THE TIE IN WHERE THE TIE-IN INCORPORATES A RISER • • 6. ON BOTH SIDES OF CONCRETE,MASONRY,AND FIRE RATED WALLS WITHIN 1 FT OF THE WALL 1 • • SURFACE,UNLESS CLEARANCE IS PROVIDED IN ACCORDANCE WITH NFPA#13 9.3.4 o-m • 7. WITHIN 24 IN OF BUILDING EXPANSION JOINTS 8. WITHIN 24 IN OF THE TOP OF DROPS EXCEEDING 15 FT TO PORTIONS OF SYSTEMS SUPPLYING �.a p MORE THAN ONE SPRINKLER,REGARDLESS OF PIPE SIZE. 9. WITHIN 24 IN ABOVE AND 24 IN BELOW ANY INTERMEDIATE POINTS OF SUPPORT FOR A RISER OR • • ®T' OTHER VERTICAL PIPE 0-r " • • " - •t _ T PENETRATIONS IN FIRE WALLS TO BE FIRE STOPPED EQUIVALENT TO WALL RATING WITH APPROVED METHOD rsn AT INTERIMIAZ LANDINGa- II'' WHERE REQUIRED PIPE CLEARANCES ARE NOT PROVIDED,FLEXIBLE COUPLINGS TO BE INSTALLED WITHIN 12" ON EACH SIDE OF PENETRATION 2"HOLE REQUIRE FOR 1"PIPE 4"HOLE REQUIRED FOR 2"PIPE FOR PIPE LARGER THAN 2"FLEXIBLE COUPLINGS TO BE PROVIDED ON EACH SIDE OF PENETRATION I Nonmetallic pipe listed for light hazard occupancies shall be permitted to be installed in ordinary hazard rooms of otherwise light hazard occupancies where the room does not exceed 400 fl2(37 m2). 1 FP 1 8'-7" 6'-0" 8'-7" d-� 6'-0 7'-O" 6'-0" S-9" 5'-3" 6'_0" 5'-3" 3'-9" 6'-0" T-0" 6'-O" 3'-9" 6'-2" 6'-0" 6'-2" 23' 2" 4'-0" 26'-6" 4'-0" 16'-6" 4'-0" 26'-6" 4'-0" 18' 4" " 135'-0" City of Arlington Building Department APPROVED Kevin Olander- 10/13/2025 No changes authorized unless approved by the Building Official CERT.#151760 Jennifer Yates C.E.T. N.LC.E.T. Level III NATIONAL INSfImmE FOR CERTIFICATION IN ENGINEERING TEGHNOIOGIEs FIRE PROTECFION ENGINEERING TECHNOLOGY NATER-6ASED aYETEYG WYOUT. NOTES REVISIONS SPRINKLER SYMBOLS PIPING PLAN 311 DATE DESCRIPTION BY S. CNT POSITON FINISH TEMP N NPT IN MFG, MODEL Q 222 PEND CHROME 155 C90 1/2" TY2234Tyco LFII BFPS, INC Ashford Place Building 1 LEVEL 2 y 1111ASNt STAGE................................ --•-•• •} 34 PEND CHROME 175 4.90 1/2" TY2234 Tyco LFII PERMIT NO. N m OERTFlCA7'E OP�pMRaTENCY Q 84 UPR BRA55 155 5.60 1/2" TY313 Tyco TY-FRBONTRACT NO. 7. flRE SPRINKLER SYSYEAAS P.O.B.. . . 1110 ry David Yates ® 7 PEND CHROME 155 5GO 1/2" TY3231 Tyco TY-FRB T� T T�v 1651! Smokey Point Blvd. David aces Level3 Q 24 UPR CHROME 155 5GO 1/2" TY3131 Tyco TY-FRB GRANITE FALLS, WA APPROVAL CITY OF ARLtNGTON :Bums Fire Pro sFirePro on Systems,Inc. 6/s/ 425-388-0124 Arlington, WA 98223 DRAWN BY J.YArEs SCALE 1/8" = l'-O" '"""• DESIGN QUESTIONS 360-580-1062 CONTRACTOR: EASED 8/s/zs ...... ..- - - • PLOTTED FP 4 2'-0" 79'-0" 52'-0" 2. 17' 0" 4, 0" 26. 6" 4. 0" 27' 6" 1T Y 1T 6" 17'-3" 5'-6" 6'-0" T-6" S-9" 6'-0" 7'-0" 6'-0" S-9" 5-3" 6'-0" 8'-0" 6'-0" 2'-3 5-9" 6'-0" 5-6" 5-9" 6'-0" 5'-9" 5-6" 6'-0" 5'-9" Din Am Wet son LEVEL3 Dement Celcutstiao uang Hazen-Wlliems MeW Ocapency gessiaatm: RES Design Nee Density. 0.05 AOutside Hose:Mmal Outs 0 Dei Area S¢e: 4 Win:WORST CASE 4 SPRINILFRS PER NFPA #13 is 201 INSTALLATION KEY NOTES • Y M 0 C.P.V.C.TO STEEL GRV x SUP ADAPTER rn - 203 SPRINKLERS SPACED IN ROOMS IN ACCORDANCE WITH NFPA 13 SMALL ROOM RULE 10.2.5.2.3.1 Sprinklers shall be permitted to be located not more than 9 ft(2.7 m)from any • 2gy single wall. • •� 10.2.5.2.3'The requirements of 10.2.5.2.1 shall not apply within small rooms as defined in 3.3.196, _ - A.10.2.5.2.3 Examples of sprinklers in small rooms are shown in Figure A.10.2.5.2.3(a), - - Figure A.10.2.5.2.3(b),Figure A.10.2.5.2.3(c),and Figure A.10.2.5.2.3(d). _ • 3.3.196 Small Room.A compartment of light hazard occupancy classification having - unobstructed construction and a floor area not exceeding 800 ft2(74 m2). _ e-I -10 4-31, 2- 5-0 3-1 1, 21, 2-1 6-1 p Q WHERE DRY BARREL SPRINKLERS ARE USED,THE MINIMUM BARREL LENGTH TO BE BASED ON MINIMUM 50 J DEG INSIDE AND-20 DEGREE OUTSIDE TEMP.THE MINIMUM BARREL LENGTH INSIDE OF THE BUILDING _ 'n Area 3 IS 4" LEVEL3ST0 E • 1 o�z n-1 - Demeld ki" ® RESIDENTIAL SPRINKLERS TO BE INSTALLED IN ACCORDANCE WITH LISTING.RESIDENTIAL SPRINKLERS - O�upeney Chas OH2 - USED IN DWELLING UNITS HYDRAULIC CALCULATIONS IN DWELLING UNITS BASED ON 18'x18'SPACING OF t' RESIDENTIAL SPRINKLERS,WITH SPRINKLERS LOCATED NOT MORE THAN 9'FROM ANY WALL.NUMBER OF AddNmal Design Aulsi stiy: 02 O SPRINKLERS INCLUDED IN CALCULATIONS TO BE 4 MOST HYDRAULICALLY DEMANDING PER NFPA#13 O Outside - Design Area Size: 3 m-nz Notes:ENTIRE AREA OF STORAGE LE VFl3 5VERTICAL ELEVATOR SHAFT-NO A.S.IN ACCORDANCE WITH NFPA#13 c 14-4 5 9.3.6.6 The sprinkler required at the to f the elevator hoistwa b 9.3.6.5 shall not be grin quire p a y y required where the hoistway for passenger elevators is noncombustible or limited-combustible and the car enclosure materials meet the requirements of ASME A17.1,Safety Code for Elevators t • and Escalators. 0-1 • • • N I.1-t © THE FOLLOWING OBSTRUCTION RULES OF NFPA#13 APPLY z m d _ 12.1.10.2.3'Shadow Areas.Shadow areas created by walls and partitions shall be permitted in the protection area of a sprinkler as long as the cumulative dry areas do not exceed 15 ft2 L 0_9,,.. • • • _ (1.4 m2)per sprinkler. 9 RESIDENTIAL Pendent sprinklers shall be located at least 3 it from obstructions such as ceiling fans and light fixtures PER • 3M - REQUIREMENTS OF NFPA13 12.1.10.2.1.3"Unless the requirements of 12.1.10.2.1.4 through 12.1.10.2.1.8 are met,sprinklers ®, • shall be positioned away from obstructions a minimum distance of four times the maximum dimens n of the obstruction(e.g.,trusswebs and chords,pipe,columns,and fixtures) • p ®. in accordance with Figure9 12.1.10.2.1.3 a and Figure 12.1.10.2.1.3(b). • • - 302 _ 14_0 • • (A)The maximum clear distance required to obstructions in the horizontal orientation(e.g., •`1-s b • light fixture and truss chords)shall be 36 in.(900 rum). • • = ®"o (B)The maximum clear distance shall not be applied to obstructions in the vertical orientation 3'-0" b - (e.g.,columns). _ -• •a • v• •e - PENETRATIONS IN FIRE WALLS TO BE FIRE STOPPED EQUIVALENT TO WALL RATING WITH APPROVED METHOD 303 - - FLEXIBLE COUPLINGS ON PIPE LARGER THAN 2"WILL BE INSTALLED AS FOLLOWS. 03 0 o m o - -b z 1. WITHIN 24"OF TOP AND BOTTOM OF ALL RISERS UNLESS THE FOLLOWING PROVISIONS ARE MET: z 2. (A)IN RISERS LESS THAN 3 FT.IN LENGTH,FLEXIBLE COUPLINGS ARE PERMITTED TO BE OMITTED. -10 1 5 -8 41,2 31z 2-3 +-91z 3-21 •-9 +- 2-n� 2 2 10 - +2 IN RISERS 3 FT TO 7 FT.ONE FLEXIBLE COUPLING IS ADEQUATE. z p 0 2 P •„ 3. WITHIN 12 IN.ABOVE AND WITHIN 24"BELOW THE FLOOR IN MULTISTORY BUILDINGS.WHEN FLEXIBLE o- 0-mz J - T - COUPLING BELOW THE FLOOR IS ABOVE THE TIE IN MAIN TO THE MAIN SUPPLYING THAT FLOOR,A FLEXIBLE COUPLING SHALL BE PROVIDED IN ACCORDANCE WITH ONE OF THE FOLLOWING _ _ 1 4. (A)ON THE HORIZONTAL PORTION WITHIN 24"OF THE TIE IN WHERE THE TIE IN IS HORIZONTAL 7 _ _ - •4-9 5. (B)ON THE VERTICAL PORTION OF THE TIE IN WHERE THE TIE-IN INCORPORATES A RISER 6. ON BOTH SIDES OF CONCRETE,MASONRY,AND FIRE RATED WALLS WITHIN 1 FT OF THE WALL Lk SURFACE,UNLESS CLEARANCE IS PROVIDED IN ACCORDANCE WITH NFPA#13 9.3.4 • 7. WITHIN 24 IN OF BUILDING EXPANSION JOINTS • , 8. WITHIN 24 IN OF THE TOP OF DROPS EXCEEDING 15 FT TO PORTIONS OF SYSTEMS SUPPLYING • o • • e-' -_ MORE THAN ONE SPRINKLER,REGARDLESS OF PIPE SIZE. 9. WITHIN 24 IN ABOVE AND 24 IN BELOW ANY INTERMEDIATE POINTS OF SUPPORT FOR A RISER OR ® OTHER VERTICAL PIPE • • bd PENETRATIONS IN FIRE WALLS TO BE FIRE STOPPED EQUIVALENT TO WALL RATING WITH APPROVED METHOD WHERE REQUIRED PIPE CLEARANCES ARE NOT PROVIDED,FLEXIBLE COUPLINGS TO BE INSTALLED WITHIN 12" • • 1 _� ON EACH SIDE OF PENETRATION 221"HOLE REQUIRE FOR 1"'PIPE _ • 4"HOLE REQUIRED FOR 2"PIPE FOR PIPE LARGER THAN 2"FLEXIBLE COUPLINGS TO BE PROVIDED ON EACH SIDE OF PENETRATION 4. • 1 t �i9 2 � 4� • _ ® 16.3.9.6 Nonmetallic pipe listed for light hazard occupancies shall be permitted to be installed in ordinary hazard rooms of otherwise light hazard occupancies where the room does not exceed 400 ft2(37 m2). Desim Nee 4 Wet Svstem 1 LEVEL3 Demand Calculations using HazenWlliams Mel FP 1 Ocoupxq Classification, RES Design Nee Dendty: 0.05 8'-7" 6'-0" 8'-7" 3'-9" 6'-0" 7'-0" 6'-0" 3'-9" 5'-3" 6'-0" 5'-3" 3'-9" 6'-0" T-0' 6'-0" 3'-9' 6'-2' 6'-0" 6'-2" Nldilli Outside Hose: 0 Design Am Sbe: 4 City of Arlington "4'-0" 23'-2" 4'-0" v 26'-6" 4'-0" 16'-6" 4'-0" 26'-6" 4'-0" 18'-4" NDIM WORST CASE 4 SPRINKLERS PER NFPA #13 Building Department r• •'�; m "T 35-0" APPROVED Kevin Olander- 10/13/2025 No changes authorized unless approved by the Building Official CER-T#151760 Jennifer Yates C.E.T. N.LC.E.T. Level III NATIONAL INSTITUTE FOR CERTIFICATION IN ENGINEERING TECHNOIAGIES. FIRE PROTECTION ENGINEERING TECHNOIAGY HATER-BASED SYSTEYs WYOUT. NOTES REVISIONS SPRINKLER SYMBOLS PIPING PLAN DATE DESCRIPTION BY S. CNT POSITON FINISH TEMP N NPT SIN MFG. MODEL l� 222 PEND CHROME 155 C90 1/2" TY2234 Tyco LFII BFPS, INC Ashford Place Building 1 LEVEL 3 yflrp.WASNt ST?•••••••• � 34 PEND CHROME 175 4.90 1/2" TY2234 Tyco LFII PERMIT NO. N m CERTPICA7'E OP MRaTENCY Q g4 UPR BRA55 155 5.60 1/2" TY313 Tyco TY-FRBNTRACT NO. 7. �flRESPRINKLER�rBYaaa 16517 Smokey Point Blvd. ® ] PEND CHROME 155 5.60 1/2" TY3231 Tyco TY-FRB P.O.B.. . . 1110 David Yates APPROVAL CITY OF ARLINGTON 2005-0898-C Leve13 0 24 UPR CHROME ,ss s.bo 1/2" TY3131 Tyco TY-FRB GRANITE FALLS, WA Arlington, WA 98223 • DRAWN BY J.YATES Bums Fire Protection Systems,Inc. URNSFP Du 425-388-0124 SCALE 1/8" = l'-O" � 8/5/25 DATE: DESIGN QUESTIONS 360-580-1062 CONTRACTOR: RENSED FP 5s�zs PLOTTED CALCULATION SUMMARY Project Name:Ashford Place Building 1 Project Location: 16517 Smokey Point Blvd. Contract No. : City: Arlington, WA 98223 City of Arlington Building Department APPROVED Kevin Olander-10/13/2025 No changes authorized unless approved by Design Areas the Building Official 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 (ft2) (gpm) (psi) (gpm/ftz) (psi) (gpm) # (gpm) (psi) 1 Demand (HW) RES 4 71.5 Required 0.052 12 17 4 0 9.4 37.5 •..rrrr r.rrrrrrrr rr.....rr......• • WASHINGTON STATE • • x�'� !FIRE CERTIFICATE OF SYYSSTE�i1S David Yates 2805-0888-C Level ; • Bums Fire Protection Systems. Inc. • : BURNSFPB DU 8/5/2i nsture Data so....a"....................... File: D:\dwg2\burns\1 Apartment Projects\Ashford Place Arlington\Building 1 Wshford Place Building 1.dwg Date 7/31/2025 Copyright©2002-2012 Tyco Fire Protection Products Page 1 HYDRAULIC CALCULATIONS for Job Information Project Name:Ashford Place Building 1 Contract No. : City: Arlington, WA 98223 Project Location: 16517 Smokey Point Blvd. Date:7/31/2025 Contractor Information Name of Contractor: Address: City: Phone Number: E-mail: Name of Designer: Authority Having Jurisdiction: Design Remote Area Name 1 Remote Area Location LEVEL 2 Occupancy Classification RES Density(gpm/ft2) 0.052 Area of Application(ft2) 4 Coverage per Sprinkler(ft2) 324 Number of Calculated Sprinklers 4 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 0 Total Water Required(incl. Hose Streams)(gpm) 71.5 Required Pressure at Source(psi) 37.5 Type of System Wet Volume-Entire System (gal) 414 gal Water Supply Information Date 07/10/2025 Location Site Source W 1 Notes WORST CASE COMPARTMENT LIPTO 4 SPRINKLERS PER NFPA#13R File: D:\dwg2\burns\1 Apartment Projects\Ashford Place Arlington\Building 1\Ashford Place Building 1.dwg Date 7/31/2025 Copyright©2002-2012 Tyco Fire Protection Products Page 2 Job:Ashford Place Building 1 Node Labels: Off Pipe Labels: Off Diagram for Design Area : 1 (Optimized Hvdraulic Simolified) File: D:\dwg2\burns\1 Apartment Projects\Ashford Place Arlington\Building 1\Ashford Place Building 1.dwg Date 7/31/2025 Copyright©2002-2012 Tyco Fire Protection Products Page 3 Job:Ashford Place Building 1 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 47 843 42 Supply Analysis Static Pressure Residual Flow Available Total Demand Required Pressure Node at Source (psi) Pressure (gpm) Pressure (gpm) (psi) (psi) (psi) W1 47 42 843 46.9 71.5 37.5 Hoses Inside Hose Flow/Standpipe Demand(gpm) Outside Hose Flow(gpm) Additional Outside Hose Flow(gpm) Other(custom defined) Hose Flow(gpm) ...............................................................................................I............................................................................................................................................................................................................................................................................................................................................ Total Hose Flow(gpm) Sprinklers Ovehead Sprinkler Flow(gpm) 71.5 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 ............................................................................................................................................................................................................................................................................................................................................................................................................................................. Total Sprinkler Flow(gpm) 71.5 Other Required Margin of Safety(%) 10 W1 -Pressure(psi) 37.5 W1 -Flow(gpm) 71.5 Demand w/o System Pump(s) N/A File: D:\dwg2\burns\1 Apartment Projects\Ashford Place Arlington\Building 1\Ashford Place Building 1.dwg Date 7/31/2025 Copyright©2002-2012 Tyco Fire Protection Products Page 4 Job:Ashford Place Building 1 Hydraulic Analysis for : 1 a Supply Supply;Safety Pressure f System Demand 0 Available At Source 60 r- 469psi@71.59P S2 41 357 40 D2 .N !Z N 7 30 V1 N a` 20 I I I I D1 10 1 0 0 300 400 500 600 700 800 900 Flow,gpm File:D:\dwg2\burns\1 Apartment Projects\Ashford Place Arlington\Building 1\Ashford Place Building 1.dwg Date 7/31/2025 Copyright @ 2002-2012 Tyco Fire Protection Products Page 5 Job:Ashford Place Building 1 Hydraulic Analysis for : 1 Graph Labels Values Label Description Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0 47 S2 Supply point#2-Residual 843 42 D1 Elevation Pressure 0 10.2 D2 System Demand 71.5 37.5 Curve Intersections & Safety Margins Curve Name Intersection Safety Margin Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 46.9 83.9 9.4 71.5 Supply;Safety Pressure 42.2 78 4.7 71.5 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psi1/2) (gpm/ftz) (gpm) (psi) (gpm/ft2) (gpm) (psi) 101 Overhead 324 4.9 0.05 16.2 12 0.057 18.6 14.4 Sprinkler 102 Overhead 324 4.9 0.05 16.2 12 0.053 17.2 12.3 Sprinkler 103 Overhead 324 4.9 0.05 16.2 12 0.052 17 12 Sprinkler 104 Overhead 324 4.9 0.05 16.2 12 0.058 18.8 14.7 Sprinkler File: D:\dwg2\burns\1 Apartment Projects\Ashford Place Arlington\Building 1\Ashford Place Building 1.dwg Date 7/31/2025 Copyright @ 2002-2012 Tyco Fire Protection Products Page 6 Job:Ashford Place Building 1 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 ft 9pm/psi1/2 gpm ft2 psi psi qpm gpm/ft2 psi qpm 103 Overhead Sprinkler 4.9 17 324 12 12 20.56 HEAD Open 0.8 0.052 -10.2 16.2 102 Overhead Sprinkler 4.9 17.2 324 12.3 12 20.56 HEAD Open 1 0.053 -10.2 16.2 101 Overhead Sprinkler 4.9 18.6 324 14.4 12 20.56 HEAD Open 2.4 0.057 -10.2 16.2 104 Overhead Sprinkler 4.9 18.8 324 14.7 12 20.56 HEAD Open 2.6 0.058 -10.2 16.2 896 Node 11.9 21.56 NODE -10.6 001 Node 12.4 21.56 NODE -10.6 895 Node 14.3 21.56 NODE -10.6 890 Node 14.6 21.56 NODE -10.6 056 Node 15.1 31.25 NODE -14.8 893 Node 15.6 21.25 NODE -10.5 003 Node 15.7 21.25 NODE -10.5 472 Node 16.2 31.25 NODE -14.8 005 Node 16.3 21.25 NODE -10.5 009 Node 18.2 21.25 NODE -10.5 010 Node 18.5 21.25 NODE -10.5 059 Node 19.4 21.25 NODE -10.5 058 Node 19.4 21.25 NODE -10.5 474 Node 20.5 21.25 NODE -10.5 072 Node 20.5 21.25 NODE -10.5 098 Node 22.9 20.9 NODE -10.4 109 Node 24.1 20.9 NODE -10.4 110 Node 24.1 20.9 NODE -10.4 114 Node 30.3 8 NODE -4.8 115-0 Node 30.7 7.09 NODE -4.4 115-I Node 30.9 6.71 NODE -4.2 File: D:\dwg2\burns\1 Apartment Projects\Ashford Place Arlington\Building 1\Ashford Place Building 1.dwg Date 7/31/2025 Copyright©2002-2012 Tyco Fire Protection Products Page 7 Job:Ashford Place Building 1 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 ft 9pm/psi1/2 gpm ft2 psi psi gpm gpm/ft2 psi qpm 118-0 Node 32.3 3.57 NODE -2.8 118-I Node 35.1 2.49 NODE -2.4 119 Node 36 0.5 NODE -1.5 121 Node 37.5 -3 NODE 0 wi Supply -71.5 37.5 -3 SUPPLY 0 File: D:\dwg2\burns\1 Apartment Projects\Ashford Place Arlington\Building 1\Ashford Place Building 1.dwg Date 7/31/2025 Copyright©2002-2012 Tyco Fire Protection Products Page 8 Job:Ashford Place Building 1 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/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 103 20.56 4.9 17 1 1x(90 ell)=2 1 120 12 896 21.56 17 1.049 2 0.0957 -0.4 3 0.3 896 21.56 0 1 10.96 150 11.9 001 21.56 17 1.101 0 0.05 0 10.96 0.5 001 21.56 17.2 1 lx(BM.Tee-Br)=5 7.12 150 12.4 003 21.25 34.1 1.101 lx(BM.90)=5 10 0.1823 0.1 17.12 3.1 003 21.25 18.6 1.5 2x(BM.Tee-Run)=2 7.27 150 15.7 005 21.25 52.7 1.598 2 0.0665 0 9.27 0.6 005 21.25 18.8 1.5 4x(BM.Tee-Run)=4 12.47 150 16.3 009 21.25 71.5 1.598 4 0.117 0 16.47 1.9 009 21.25 -34.9 1.5 lx(BM.Tee-Br)=8 1.1 150 18.2 010 21.25 36.6 1.598 8 0.0338 0 9.1 0.3 010 21.25 0 2 8x(BM.Tee-Run)=8 37.37 150 18.5 056 31.25 36.6 2.003 2x(BM.Tee-Br)=20 48 0.0112 -4.3 2x(BM.90)=20 85.37 1 056 31.25 8.8 2 11x(BM.Tee-Run)=11 41.46 150 15.1 472 31.25 45.4 2.003 lx(BM.Tee-Br)=10 21 0.0168 0 62.46 1 472 31.25 -1.9 2 2x(BM.Tee-Br)=20 81.96 150 16.2 098 20.9 43.5 2.003 2x(BM.90)=20 64 0.0155 4.5 24x(BM.Tee-Run)=24 145.96 2.3 098 20.9 28 2 6x(BM.Tee-Run)=6 13.5 150 22.9 109 20.9 71.5 2.003 lx(BM.90)=10 16 0.0389 0 29.5 1.1 109 20.9 0 2.5 2.98 150 24.1 110 20.9 71.5 2.423 0 0.0154 0 2.98 0.0 110 20.9 0 2.5 4x(90 ell)=25.58 19.83 120 24.1 114 8 71.5 2.705 25.58 0.0136 5.6 45.41 0.6 114 8 0 4 0.91 120 30.3 115-0 7.09 71.5 4.31 0 0.0014 0.4 0.91 0 115-0 7.09 0 4 0.38 30.7 Btfly149225 115-I 6.71 71.5 0 0 0.0243 0.2 *** 0.38 0 115-I 6.71 0 4 2x(tee-Br)=46.83 5.64 120 30.9 118-0 3.57 71.5 4.31 46.83 0.0014 1.4 52.46 0.1 118-0 3.57 0 4 1.08 32.3 Ames 118-I 2.49 71.5 0 0 2.1363 0.5 Deringer 30 1.081 1 2.3 *** File: D:\dwg2\burns\1 Apartment Projects\Ashford Place Arlington\Building 1\Ashford Place Building 1.dwg Date 7/31/2025 Copyright©2002-2012 Tyco Fire Protection Products Page 9 Job:Ashford Place Building 1 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/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 118-I 2.49 0 4 1.99 120 35.1 119 0.5 71.5 4.31 0 0.0014 0.9 1.99 0 119 0.5 0 6 1x(45ell)=12.1 39.97 140 36 121 -3 71.5 6.4 1x(90 ell)=17.45 29.55 0.0002 1.5 69.521 1 0.0 121 -3 0 8 1x(45ell)=16.74 94.8 140 37.5 W 1 -3 71.5 8.55 16.74 0.0000 0 111.54 0 W 1 37.5 Path No: 2 102 20.56 4.9 17.2 1 1x(tee-Br)=5 1 120 12.3 001 21.56 17.2 1.049 5 0.0975 -0.4 6 0.6 001 12.4 Path No: 3 101 20.56 4.9 18.6 1 1x(90 ell)=2 1 120 14.4 895 21.56 18.6 1.049 2 0.1133 -0.4 3 0.3 895 21.56 0 1 2x(BM.90)=10 9.28 150 14.3 893 21.25 18.6 1.101 10 0.0592 0.1 19.28 1.1 893 21.25 0 1.5 1x(BM.Tee-Run)=1 6.13 150 15.6 003 21.25 18.6 1.598 1 0.0097 0 7.13 1 0.1 003 15.7 Path No: 4 104 20.56 4.9 18.8 1 1x(90 ell)=2 1 120 14.7 890 21.56 18.8 1.049 2 0.1157 -0.4 3 0.3 890 21.56 0 1 1X(BM.Tee-Br)=5 13.84 150 14.6 005 21.25 18.8 1.101 1x(BM.Tee-Run)=1 11 0.0604 0.1 1x(BM.90)=5 1 24.841 1 1.5 005 16.3 File: D:\dwg2\burns\1 Apartment Projects\Ashford Place Arlington\Building 1\Ashford Place Building 1.dwg Date 7/31/2025 Copyright©2002-2012 Tyco Fire Protection Products Page 10 Job:Ashford Place Building 1 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/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 5 009 21.25 0 1.5 8x(BM.Tee-Run)=8 22.68 150 18.2 059 21.25 34.9 1.598 lx(BM.Tee-Br)=8 16 0.031 0 38.68 1.2 059 21.25 -8.8 1.5 12x(BM.Tee-Run)=12 41.46 150 19.4 072 21.25 26.2 1.598 lx(BM.Tee-Br)=8 20 0.0182 0 61.461 1 1.1 072 21.25 1.9 1.5 24x(BM.Tee-Run)=24 69.39 150 20.5 098 20.9 28 1.598 lx(BM.90)=8 40 0.0206 0.2 lx(BM.Tee-Br)=8 109.39 2.3 098 22.9 Path No: 6 472 31.25 0 2 2x(BM.90)=20 11.28 150 16.2 474 21.25 1.9 2.003 lx(BM.Tee-Br)=10 30 0.0000 4.3 41.28 0 474 21.25 0 1.5 lx(BM.Tee-Br)=8 1.28 150 20.5 072 21.25 1.9 1.598 8 0.0001 0 9.28 0 072 20.5 Path No: 7 059 21.25 0 1.5 lx(BM.90)=8 1.1 150 19.4 058 21.25 8.8 1.598 lx(BM.Tee-Br)=8 16 0.0024 0 17.1 0.0 058 21.25 0 2 lx(BM.Tee-Br)=10 11.1 150 19.4 056 31.25 8.8 2.003 lx(BM.90)=10 20 0.0008 -4.3 31.11 1 0.0 056 15.1 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 11.5 ft/s occurs in the following pipe(s): (003-001) *** 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: D:\dwg2\burns\1 Apartment Projects\Ashford Place Arlington\Building 1\Ashford Place Building 1.dwg Date 7/31/2025 Copyright©2002-2012 Tyco Fire Protection Products Page 11 Job:Ashford Place Building 1 Device Graphs Pressure vs. Flow Function Design Area: 1; Supply Ref.:W1; Supply Name:W1 so 45 40 35 .N Q � 30 7 U1 �! 25 N a` 20 15 to 5 0 Flow,gpm Pressure Loss Function Design Area: 1; BFP Ref.: 1149 (Ames Deringer 30, Size = 4); Inlet Node: 118-I; Outlet Node: 118-0 I7.15 16.15 15.15 14.15 13.15 12.15 N 11.1 a 10.15 N 3 9.1 1A y 8.1 M 7.1 6.1 5.1 4.1 2.3 psi @ 71.5 gpm 3.1 2.1 1.1 0.1 Flow,gpm File:D:\dwg2\burns\1 Apartment Projects\Ashford Place Arlington\Building 1\Ashford Place Building 1.dwg Date 7/31/2025 Copyright©2002-2012 Tyco Fire Protection Products Page 12 Job:Ashford Place Building 1 Device Graphs Pressure Loss Function Design Area: 1; Valve Ref.: 1148 (Btfly149225, Size= 4); Inlet Node: 115-I; Outlet Node: 115-0 ti N N N 0- 0 6; 0 psi @ 71.5 gpm J M Flow,gpm File: D:\dwg2\burns\1 Apartment Projects\Ashford Place Arlington\Building 1\Ashford Place Building 1.dwg Date 7/31/2025 Copyright©2002-2012 Tyco Fire Protection Products Page 13 CALCULATION SUMMARY Project Name:Ashford Place Building 1 Project Location: 16517 Smokey Point Blvd. Contract No. : City: Arlington, WA 98223 City of Arlington Building Department APPROVED Kevin Olander-10/13/2025 No changes authorized unless approved by Design Areas the Building Official 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 (ft2) (gpm) (psi) (gpm/ftz) (psi) (gpm) # (gpm) (psi) 2 Demand (HW) RES 4 71.5 Required 0.052 12 17 4 0 6.3 40.6 •..rrrr rrrrrrrrrr rrrr.r.rr......• • WASHINGTON STATE • • x�'� !FIRE CERTIFICATE OF SYYSSTE�i1S David Yates 2805-0888-C Level ; • Bums Fire Protection Systems, Inc. • M 77M� 8/5/25 ; nature pats so....r....r................r File: D:\dwg2\burns\1 Apartment Projects\Ashford Place Arlington\Building 1 Wshford Place Building 1.dwg Date 7/31/2025 Copyright©2002-2012 Tyco Fire Protection Products Page 1 HYDRAULIC CALCULATIONS for Job Information Project Name:Ashford Place Building 1 Contract No. : City: Arlington, WA 98223 Project Location: 16517 Smokey Point Blvd. Date:7/31/2025 Contractor Information Name of Contractor: Address: City: Phone Number: E-mail: Name of Designer: Authority Having Jurisdiction: Design Remote Area Name 2 Remote Area Location LEVEL 3 Occupancy Classification RES Density(gpm/ft2) 0.052 Area of Application(ft2) 4 Coverage per Sprinkler(ft2) 324 Number of Calculated Sprinklers 4 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 0 Total Water Required(incl. Hose Streams)(gpm) 71.5 Required Pressure at Source(psi) 40.6 Type of System Wet Volume-Entire System (gal) 415.7 gal Water Supply Information Date 07/10/2025 Location Site Source W 1 Notes WORST CASE 4 SPRINKLERS PER NFPA#13 File: D:\dwg2\burns\1 Apartment Projects\Ashford Place Arlington\Building 1\Ashford Place Building 1.dwg Date 7/31/2025 Copyright©2002-2012 Tyco Fire Protection Products Page 2 Job:Ashford Place Building 1 Node Labels: Off Pipe Labels: Off Diagram for Design Area : 2 (Optimized Hvdraulic Simolified) File: D:\dwg2\burns\1 Apartment Projects\Ashford Place Arlington\Building 1\Ashford Place Building 1.dwg Date 7/31/2025 Copyright©2002-2012 Tyco Fire Protection Products Page 3 Job:Ashford Place Building 1 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 :W 1 Flow(gpm) Pressure(psi) 0 47 843 42 Supply Analysis Static Pressure Residual Flow Available Total Demand Required Pressure Node at Source (psi) Pressure (gpm) Pressure (gpm) (psi) (psi) (psi) W 1 47 42 843 46.9 71.5 40.6 Hoses Inside Hose Flow/Standpipe Demand(gpm) Outside Hose Flow(gpm) Additional Outside Hose Flow(gpm) Other(custom defined) Hose Flow(gpm) ...............................................................................................I............................................................................................................................................................................................................................................................................................................................................ Total Hose Flow(gpm) Sprinklers Ovehead Sprinkler Flow(gpm) 71.5 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 ............................................................................................................................................................................................................................................................................................................................................................................................................................................. Total Sprinkler Flow(gpm) 71.5 Other Required Margin of Safety(%) 10 W 1 -Pressure(psi) 40.6 W1 -Flow(gpm) 71.5 Demand w/o System Pump(s) N/A File: D:\dwg2\burns\1 Apartment Projects\Ashford Place Arlington\Building 1\Ashford Place Building 1.dwg Date 7/31/2025 Copyright©2002-2012 Tyco Fire Protection Products Page 4 Job:Ashford Place Building 1 Hydraulic Analysis for : 2 a Supply Supply;Safety Pressure f System Demand 0 Available At Source 60 r- 469psi@71.59P S2 41 357 D2 40 .N !Z N 7 30 V1 N a` D1 1 I I I I I I I 10 0 0 300 400 500 600 700 800 900 Flow,gpm File:D:\dwg2\burns\1 Apartment Projects\Ashford Place Arlington\Building 1\Ashford Place Building 1.dwg Date 7/31/2025 Copyright @ 2002-2012 Tyco Fire Protection Products Page 5 Job:Ashford Place Building 1 Hydraulic Analysis for : 2 Graph Labels Values Label Description Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0 47 S2 Supply point#2-Residual 843 42 D1 Elevation Pressure 0 15.3 D2 System Demand 71.5 40.6 Curve Intersections & Safety Margins Curve Name Intersection Safety Margin Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 46.9 80.7 6.3 71.5 Supply;Safety Pressure 42.3 74 1.6 71.5 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psi1/2) (gpm/ftz) (gpm) (psi) (gpm/ft2) (gpm) (psi) 201 Overhead 324 4.9 0.05 16.2 12 0.052 17 12 Sprinkler 202 Overhead 324 4.9 0.05 16.2 12 0.053 17.2 12.3 Sprinkler 203 Overhead 324 4.9 0.05 16.2 12 0.058 18.7 14.5 Sprinkler 204 Overhead 324 4.9 0.05 16.2 12 0.058 18.7 14.6 Sprinkler File: D:\dwg2\burns\1 Apartment Projects\Ashford Place Arlington\Building 1\Ashford Place Building 1.dwg Date 7/31/2025 Copyright @ 2002-2012 Tyco Fire Protection Products Page 6 Job:Ashford Place Building 1 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 ft 9pm/psi1/2 gpm ft2 psi psi qpm gpm/ft2 psi qpm 201 Overhead Sprinkler 4.9 17 324 12 12 32.27 HEAD Open 0.8 0.052 -15.3 16.2 202 Overhead Sprinkler 4.9 17.2 324 12.3 12 32.27 HEAD Open 1 0.053 -15.3 16.2 203 Overhead Sprinkler 4.9 18.7 324 14.5 12 32.4 HEAD Open 2.5 0.058 -15.3 16.2 204 Overhead Sprinkler 4.9 18.7 324 14.6 12 32.11 HEAD Open 2.5 0.058 -15.2 16.2 894 Node 12 32.77 NODE -15.5 002 Node 12.6 32.77 NODE -15.5 892 Node 14.6 32.9 NODE -15.6 886 Node 14.6 32.61 NODE -15.4 889 Node 16.5 31.25 NODE -14.8 006 Node 16.6 31.25 NODE -14.8 008 Node 16.8 31.25 NODE -14.8 014 Node 17.4 31.25 NODE -14.8 056 Node 18.2 31.25 NODE -14.8 472 Node 19.3 31.25 NODE -14.8 010 Node 22 21.25 NODE -10.5 058 Node 22.5 21.25 NODE -10.5 059 Node 22.5 21.25 NODE -10.5 474 Node 23.6 21.25 NODE -10.5 072 Node 23.6 21.25 NODE -10.5 098 Node 26 20.9 NODE -10.4 109 Node 27.2 20.9 NODE -10.4 110 Node 27.2 20.9 NODE -10.4 114 Node 33.4 8 NODE -4.8 115-0 Node 33.8 7.09 NODE -4.4 115-I Node 34 6.71 NODE -4.2 File: D:\dwg2\burns\1 Apartment Projects\Ashford Place Arlington\Building 1\Ashford Place Building 1.dwg Date 7/31/2025 Copyright©2002-2012 Tyco Fire Protection Products Page 7 Job:Ashford Place Building 1 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 ft 9pm/psi1/2 gpm ft2 psi psi gpm gpm/ft2 psi qpm 118-0 Node 35.4 3.57 NODE -2.8 118-I Node 38.2 2.49 NODE -2.4 119 Node 39.1 0.5 NODE -1.5 121 Node 40.6 -3 NODE 0 wi Supply -715 40.6 -3 SUPPLY 0 File: D:\dwg2\burns\1 Apartment Projects\Ashford Place Arlington\Building 1\Ashford Place Building 1.dwg Date 7/31/2025 Copyright©2002-2012 Tyco Fire Protection Products Page 8 Job:Ashford Place Building 1 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/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 201 32.27 4.9 17 1 1x(90 ell)=2 0.5 120 12 894 32.77 17 1.049 2 0.0957 -0.2 2.5 0.2 894 32.77 0 1 10.96 150 12 002 32.77 17 1.101 0 0.05 0 10.96 0.5 002 32.77 17.2 1 lx(BM.Tee-Br)=5 8.33 150 12.6 006 31.25 34.1 1.101 lx(BM.90)=5 10 0.1823 0.7 18.33 3.3 006 31.25 18.7 2 2x(BM.Tee-Run)=2 7.27 150 16.6 008 31.25 52.8 2.003 2 0.0222 0 9.27 0.2 008 31.25 18.7 2 4x(BM.Tee-Run)=4 12.47 150 16.8 014 31.25 71.5 2.003 4 0.0389 0 16.47 0.6 014 31.25 -22.5 2 8x(BM.Tee-Run)=8 22.68 150 17.4 056 31.25 49 2.003 lx(BM.Tee-Br)=10 18 0.0193 0 40.68 0.8 056 31.25 -3.1 2 11x(BM.Tee-Run)=11 41.46 150 18.2 472 31.25 45.9 2.003 lx(BM.Tee-Br)=10 21 0.0172 0 62.46 1.1 472 31.25 -2.5 2 2x(BM.Tee-Br)=20 81.96 150 19.3 098 20.9 43.5 2.003 2x(BM.90)=20 64 0.0155 4.5 24x(BM.Tee-Run)=24 145.96 2.3 098 20.9 28 2 6x(BM.Tee-Run)=6 13.5 150 26 109 20.9 71.5 2.003 lx(BM.90)=10 16 0.0389 0 29.5 1.1 109 20.9 0 2.5 2.98 150 27.2 110 20.9 71.5 2.423 0 0.0154 0 2.98 0.0 110 20.9 0 2.5 4x(90 ell)=25.58 19.83 120 27.2 114 8 71.5 2.705 25.58 0.0136 5.6 45.41 0.6 114 8 0 4 0.91 120 33.4 115-0 7.09 71.5 4.31 0 0.0014 0.4 0.91 0 115-0 7.09 0 4 0.38 33.8 Btfly149225 115-I 6.71 71.5 0 0 0.0243 0.2 *** 0.38 0 115-I 6.71 0 4 2x(tee-Br)=46.83 5.64 120 34 118-0 3.57 71.5 4.31 46.83 0.0014 1.4 52.46 0.1 118-0 3.57 0 4 1.08 35.4 Ames 118-I 2.49 71.5 0 0 2.1366 0.5 Deringer 30 1.08 2.3 *** 118-I 2.49 0 4 1.99 120 38.2 119 0.5 71.5 4.31 0 0.0014 0.9 1.991 1 0 File: D:\dwg2\burns\1 Apartment Projects\Ashford Place Arlington\Building 1\Ashford Place Building 1.dwg Date 7/31/2025 Copyright©2002-2012 Tyco Fire Protection Products Page 9 Job:Ashford Place Building 1 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/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 119 0.5 0 6 lx(45ell)=12.1 39.97 140 39.1 121 -3 71.5 6.4 1x(90 ell)=17.45 29.55 0.0002 1.5 69.52 0.0 121 -3 0 8 lx(45ell)=16.74 94.8 140 40.6 W 1 -3 71.5 8.55 16.74 0.0000 0 111.541 1 0 W 1 40.6 Path No: 2 202 32.27 4.9 17.2 1 lx(tee-Br)=5 0.5 120 12.3 002 32.77 17.2 1.049 5 0.0975 -0.2 5.5 0.5 002 12.6 Path No: 3 203 32.4 4.9 18.7 1 1x(90 ell)=2 0.5 120 14.5 892 32.9 18.7 1.049 2 0.1142 -0.2 2.5 0.3 892 32.9 0 1 2x(BM.90)=10 10.62 150 14.6 889 31.25 18.7 1.101 10 0.0597 0.7 20.62 1.2 889 31.25 0 2 1x(BM.Tee-Run)=1 6.13 150 16.5 006 31.25 18.7 2.003 1 0.0032 0 7.13 0.0 006 16.6 Path No: 4 204 32.11 4.9 18.7 1 1x(90 ell)=2 0.5 120 14.6 886 32.61 18.7 1.049 2 0.1145 -0.2 2.5 0.3 886 32.61 0 1 lx(BM.Tee-Br)=5 14.89 150 14.6 008 31.25 18.7 1.101 1x(BM.Tee-Run)=1 11 0.0598 0.6 lx(BM.90)=5 1 25.891 1 1.5 008 16.8 File: D:\dwg2\burns\1 Apartment Projects\Ashford Place Arlington\Building 1\Ashford Place Building 1.dwg Date 7/31/2025 Copyright©2002-2012 Tyco Fire Protection Products Page 10 Job:Ashford Place Building 1 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/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 5 014 31.25 0 2 2x(BM.Tee-Br)=20 14.69 150 17.4 010 21.25 22.5 2.003 2x(BM.90)=20 40 0.0046 4.3 54.69 0.2 010 21.25 0 1.5 8x(BM.Tee-Run)=8 23.77 150 22 059 21.25 22.5 1.598 lx(BM.Tee-Br)=8 16 0.0137 0 39.77 0.5 059 21.25 3.1 1.5 12x(BM.Tee-Run)=12 41.46 150 22.5 072 21.25 25.6 1.598 lx(BM.Tee-Br)=8 20 0.0174 0 61.46 1.1 072 21.25 2.5 1.5 24x(BM.Tee-Run)=24 69.39 150 23.6 098 20.9 28 1.598 lx(BM.90)=8 40 0.0206 0.2 lx(BM.Tee-Br)=8 109.39 2.3 098 26 Path No: 6 056 31.25 0 2 2x(BM.90)=20 11.1 150 18.2 058 21.25 3.1 2.003 lx(BM.Tee-Br)=10 30 0.0001 4.3 41.1 0 058 21.25 0 1.5 lx(BM.Tee-Br)=8 1.1 150 22.5 059 21.25 3.1 1.598 8 0.0003 0 9.11 1 0 059 22.5 Path No: 7 472 31.25 0 2 2x(BM.90)=20 11.28 150 19.3 474 21.25 2.5 2.003 lx(BM.Tee-Br)=10 30 0.0001 4.3 41.28 0 474 21.25 0 1.5 lx(BM.Tee-Br)=8 1.28 150 23.6 072 21.25 2.5 1.598 8 0.0002 0 9.281 1 0 072 23.6 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 11.5 ft/s occurs in the following pipe(s): (006-002) *** 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: D:\dwg2\burns\1 Apartment Projects\Ashford Place Arlington\Building 1\Ashford Place Building 1.dwg Date 7/31/2025 Copyright©2002-2012 Tyco Fire Protection Products Page 11 Job:Ashford Place Building 1 Device Graphs Pressure vs. Flow Function Design Area:2; Supply Ref.:W1; Supply Name:W1 so 45 40 35 .N Q � 30 7 U1 �! 25 N a` 20 15 to 5 0 Flow,gpm Pressure Loss Function Design Area: 2; BFP Ref.: 1149 (Ames Deringer 30, Size = 4); Inlet Node: 118-I; Outlet Node: 118-0 I7.15 16.15 15.15 14.15 13.15 12.15 N 11.1 a 10.15 N 3 9.1 1A y 8.1 M 7.1 6.1 5.1 4.1 2.3 psi @ 71.5 gpm 3.1 2.1 1.1 0.1 Flow,gpm File:D:\dwg2\burns\1 Apartment Projects\Ashford Place Arlington\Building 1\Ashford Place Building 1.dwg Date 7/31/2025 Copyright©2002-2012 Tyco Fire Protection Products Page 12 Job:Ashford Place Building 1 Device Graphs Pressure Loss Function Design Area: 2; Valve Ref.: 1148 (Btfly149225, Size= 4); Inlet Node: 115-I; Outlet Node: 115-0 ti N N N 0- 0 6; 0 psi @ 71.5 gpm J M Flow,gpm File: D:\dwg2\burns\1 Apartment Projects\Ashford Place Arlington\Building 1\Ashford Place Building 1.dwg Date 7/31/2025 Copyright©2002-2012 Tyco Fire Protection Products Page 13 CALCULATION SUMMARY Project Name:Ashford Place Building 1 Project Location: 16517 Smokey Point Blvd. Contract No. : City: Arlington, WA 98223 City of Arlington Building Department APPROVED Kevin Olander-10/13/2025 No changes authorized unless approved by Design Areas the Building Official 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 (ft2) (gpm) (psi) (gpm/ftz) (psi) (gpm) # (gpm) (psi) 3 Demand (HW) OH2 3 560.5 Required 0.2 12.8 20 3 500 6.8 37.9 •..rrrr r.rrrrrrrr rr.....rr......• • WASHINGTON STATE • • x�'� !FIRE CERTIFICATE OF SYYSSTE�i1S David Yates 2805-0888-C Level ; • Bums Fire Protection Systems. Inc. • : BURNSFPB DU 8/5/25 mature Data so....a"....................... File: D:\dwg2\burns\1 Apartment Projects\Ashford Place Arlington\Building 1 Wshford Place Building 1.dwg Date 7/31/2025 Copyright©2002-2012 Tyco Fire Protection Products Page 1 HYDRAULIC CALCULATIONS for Job Information Project Name:Ashford Place Building 1 Contract No. : City: Arlington, WA 98223 Project Location: 16517 Smokey Point Blvd. Date:7/31/2025 Contractor Information Name of Contractor: Address: City: Phone Number: E-mail: Name of Designer: Authority Having Jurisdiction: Design Remote Area Name 3 Remote Area Location LEVEL 3 STORAGE Occupancy Classification OH2 Density(gpm/ft2) 0.2 Area of Application(ft2) 3 Coverage per Sprinkler(ft2) 100 Number of Calculated Sprinklers 3 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 500 Total Water Required(incl. Hose Streams)(gpm) 560.5 Required Pressure at Source(psi) 37.9 Type of System Wet Volume-Entire System (gal) 410.6 gal Water Supply Information Date 07/10/2025 Location Site Source W 1 Notes ENTIRE AREA OF STORAGE LEVEL 3 File: D:\dwg2\burns\1 Apartment Projects\Ashford Place Arlington\Building 1\Ashford Place Building 1.dwg Date 7/31/2025 Copyright©2002-2012 Tyco Fire Protection Products Page 2 Job:Ashford Place Building 1 Node Labels: Off Pipe Labels: Off Diagram for Design Area : 3 (Optimized Hvdraulic Simolified) File: D:\dwg2\burns\1 Apartment Projects\Ashford Place Arlington\Building 1\Ashford Place Building 1.dwg Date 7/31/2025 Copyright©2002-2012 Tyco Fire Protection Products Page 3 Job:Ashford Place Building 1 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 47 843 42 Supply Analysis Static Pressure Residual Flow Available Total Demand Required Pressure Node at Source (psi) Pressure (gpm) Pressure (gpm) (psi) (psi) (psi) W1 47 42 843 44.6 560.5 37.9 Hoses Inside Hose Flow/Standpipe Demand(gpm) Outside Hose Flow(gpm) Additional Outside Hose Flow(gpm) 500 Other(custom defined) Hose Flow(gpm) ...............................................................................................I............................................................................................................................................................................................................................................................................................................................................ Total Hose Flow(gpm) 500 Sprinklers Ovehead Sprinkler Flow(gpm) 60.5 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 ............................................................................................................................................................................................................................................................................................................................................................................................................................................. Total Sprinkler Flow(gpm) 60.5 Other Required Margin of Safety(%) 10 W1 -Pressure(psi) 37.9 W1 -Flow(gpm) 60.5 Demand w/o System Pump(s) N/A File: D:\dwg2\burns\1 Apartment Projects\Ashford Place Arlington\Building 1\Ashford Place Building 1.dwg Date 7/31/2025 Copyright©2002-2012 Tyco Fire Protection Products Page 4 Job:Ashford Place Building 1 Hydraulic Analysis for : 3 a Supply Supply;Safety Pressure f System Demand f Add.Out.Hose 0 Available At Source 60 S1 44.6 psi @ 560.5 gpm S2 41 357 'r 1 .N Q N 7 30 N N 0. 20 D1 10 0 ll 0 300 400 500 600 700 800 900 Flow,gpm File:D:\dwg2\burns\1 Apartment Projects\Ashford Place Arlington\Building 1\Ashford Place Building 1.dwg Date 7/31/2025 Copyright @ 2002-2012 Tyco Fire Protection Products Page 5 Job:Ashford Place Building 1 Hydraulic Analysis for : 3 Graph Labels Values Label Description Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0 47 S2 Supply point#2-Residual 843 42 D1 Elevation Pressure 0 15.1 D2 System Demand 60.5 37.9 D3 System Demand+Add.Out.Hose 560.5 37.9 Curve Intersections & Safety Margins Curve Name Intersection Safety Margin Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 46.9 72.6 6.8 560.5 Supply;Safety Pressure 42.3 66.6 2.3 560.5 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/ft2) (gpm) (psi) 301 Overhead 100 5.6 0.2 20 12.8 0.202 20.2 13 Sprinkler 302 Overhead 100 5.6 0.2 20 12.8 0.2 20 12.8 Sprinkler 303 Overhead 100 5.6 0.2 20 12.8 0.203 20.3 13.2 Sprinkler File: D:\dwg2\burns\1 Apartment Projects\Ashford Place Arlington\Building 1\Ashford Place Building 1.dwg Date 7/31/2025 Copyright @ 2002-2012 Tyco Fire Protection Products Page 6 Job:Ashford Place Building 1 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 ft 9pm/psi1/2 gpm ft2 psi psi qpm gpm/ft2 psi qpm 302 Overhead Sprinkler 5.6 20 100 12.8 12.8 31.71 HEAD Open 0 0.2 -15 20 301 Overhead Sprinkler 5.6 20.2 100 13 12.8 31.71 HEAD Open 0.2 0.202 -15 20 303 Overhead Sprinkler 5.6 20.3 100 13.2 12.8 31.81 HEAD Open 0.3 0.203 -15.1 20 891 Node 13.2 32.07 NODE -15.2 888 Node 13.3 32.19 NODE -15.2 004 Node 13.7 32.31 NODE -15.3 015 Node 17.1 31.25 NODE -14.8 056 Node 17.2 31.25 NODE -14.8 472 Node 17.4 31.25 NODE -14.8 010 Node 21.5 21.25 NODE -10.5 058 Node 21.5 21.25 NODE -10.5 059 Node 21.5 21.25 NODE -10.5 474 Node 21.8 21.25 NODE -10.5 072 Node 21.8 21.25 NODE -10.5 098 Node 23.6 20.9 NODE -10.4 109 Node 24.4 20.9 NODE -10.4 110 Node 24.5 20.9 NODE -10.4 114 Node 30.5 8 NODE -4.8 115-0 Node 30.9 7.09 NODE -4.4 115-I Node 31.1 6.71 NODE -4.2 118-0 Node 32.5 3.57 NODE -2.8 118-I Node 35.5 2.49 NODE -2.4 119 Node 36.3 0.5 NODE -1.5 121 Node 37.9 -3 NODE 0 wl Supply -60.5 37.9 -3 SUPPLY 0 File: D:\dwg2\burns\1 Apartment Projects\Ashford Place Arlington\Building 1\Ashford Place Building 1.dwg Date 7/31/2025 Copyright©2002-2012 Tyco Fire Protection Products Page 7 Job:Ashford Place Building 1 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/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 302 31.71 5.6 20 1 lx(tee-Br)=5 0.48 120 12.8 888 32.19 20 1.049 5 0.1297 -0.2 5.48 0.7 888 32.19 20.2 1.25 6 150 13.3 004 32.31 40.2 1.394 0 0.0783 -0.1 6 0.5 004 32.31 20.3 1.25 2x(BM.Tee-Br)=12 5.72 150 13.7 015 31.25 60.5 1.394 12 0.1669 0.5 17.72 3 015 31.25 -12.6 2 4x(BM.Tee-Run)=4 13.73 150 17.1 472 31.25 47.9 2.003 4 0.0185 0 17.73 0.3 472 31.25 -10.7 2 2x(BM.Tee-Br)=20 81.96 150 17.4 098 20.9 37.2 2.003 2x(BM.90)=20 64 0.0116 4.5 24x(BM.Tee-Run)=24 145.96 1.7 098 20.9 23.4 2 6x(BM.Tee-Run)=6 13.5 150 23.6 109 20.9 60.5 2.003 lx(BM.90)=10 16 0.0286 0 29.5 0.8 109 20.9 0 2.5 2.98 150 24.4 110 20.9 60.5 2.423 0 0.0113 0 2.98 0.0 110 20.9 0 2.5 4x(90 ell)=25.58 19.83 120 24.5 114 8 60.5 2.705 25.58 0.01 5.6 45.41 0.5 114 8 0 4 0.91 120 30.5 115-0 7.09 60.5 4.31 0 0.001 0.4 0.91 0 115-0 7.09 0 4 0.38 30.9 Btfly149225 115-I 6.71 60.5 0 0 0.0179 0.2 *** 0.38 0 115-I 6.71 0 4 2x(tee-Br)=46.83 5.64 120 31.1 118-0 3.57 60.5 4.31 46.83 0.001 1.4 52.46 0.1 118-0 3.57 0 4 1.08 32.5 Ames 118-I 2.49 60.5 0 0 2.3164 0.5 Deringer 30 1.08 2.5 *** 118-I 2.49 0 4 1.99 120 35.5 119 0.5 60.5 4.31 0 0.001 0.9 1.99 0 119 0.5 0 6 lx(45ell)=12.1 39.97 140 36.3 121 -3 60.5 6.4 1x(90 ell)=17.45 29.55 0.0001 1.5 69.52 0 121 -3 0 8 lx(45ell)=16.74 94.8 140 37.9 W 1 -3 60.5 8.55 16.74 0.0000 0 111.54 0 W 1 37.9 File: D:\dwg2\burns\1 Apartment Projects\Ashford Place Arlington\Building 1\Ashford Place Building 1.dwg Date 7/31/2025 Copyright©2002-2012 Tyco Fire Protection Products Page 8 Job:Ashford Place Building 1 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/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 2 301 31.71 5.6 20.2 1 1x(90 ell)=2 0.36 120 13 891 32.07 20.2 1.049 2 0.1322 -0.2 2.36 0.3 891 32.07 0 1.25 6 150 13.2 888 32.19 20.2 1.394 0 0.0219 -0.1 61 1 0.1 888 13.3 Path No: 3 303 31.81 5.6 20.3 1 lx(tee-Br)=5 0.5 120 13.2 004 32.31 20.3 1.049 5 0.1335 -0.2 5.5 0.7 004 13.7 Path No: 4 015 31.25 0 2 7x(BM.Tee-Run)=7 27.74 150 17.1 056 31.25 12.6 2.003 lx(BM.Tee-Br)=10 17 0.0016 0 44.74 0.1 056 31.25 -4.4 2 2x(BM.90)=20 11.1 150 17.2 058 21.25 8.2 2.003 lx(BM.Tee-Br)=10 30 0.0007 4.3 41.1 0.0 058 21.25 0 1.5 lx(BM.Tee-Br)=8 1.1 150 21.5 059 21.25 8.2 1.598 8 0.0021 0 9.1 0.0 059 21.25 4.4 1.5 12x(BM.Tee-Run)=12 41.46 150 21.5 072 21.25 12.6 1.598 lx(BM.Tee-Br)=8 20 0.0047 0 61.461 1 0.3 072 21.25 10.7 1.5 24x(BM.Tee-Run)=24 69.39 150 21.8 098 20.9 23.4 1.598 lx(BM.90)=8 40 0.0147 0.2 lx(BM.Tee-Br)=8 109.39 1.6 098 23.6 Path No: 5 472 31.25 0 2 2x(BM.90)=20 11.28 150 17.4 474 21.25 10.7 2.003 lx(BM.Tee-Br)=10 30 0.0012 4.3 41.28 0.0 474 21.25 0 1.5 lx(BM.Tee-Br)=8 1.28 150 21.8 072 21.25 10.7 1.598 8 0.0035 0 9.28 0.0 072 21.8 File: D:\dwg2\burns\1 Apartment Projects\Ashford Place Arlington\Building 1\Ashford Place Building 1.dwg Date 7/31/2025 Copyright©2002-2012 Tyco Fire Protection Products Page 9 Job:Ashford Place Building 1 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/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 6 056 31.25 0 2 3x(BM.Tee-Br)=30 37.37 150 17.2 010 21.25 4.4 2.003 2x(BM.90)=20 57 0.0002 4.3 7x(BM.Tee-Run)=7 94.37 0.0 010 21.25 0 1.5 8x(BM.Tee-Run)=8 23.77 150 21.5 059 21.25 4.4 1.598 lx(BM.Tee-Br)=8 16 0.0007 0 39.771 1 0.0 059 21.5 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 12.72 ft/s occurs in the following pipe(s): (015-004) *** 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: D:\dwg2\burns\1 Apartment Projects\Ashford Place Arlington\Building 1\Ashford Place Building 1.dwg Date 7/31/2025 Copyright©2002-2012 Tyco Fire Protection Products Page 10 Job:Ashford Place Building 1 Device Graphs Pressure vs. Flow Function Design Area:3; Supply Ref.:W1; Supply Name:W1 50 4s 40 35 .N Q � 30 7 U1 �! 25 N a` 20 i5 to 5 0 0 0 0 0 0 0 o a Flow,gpm Pressure Loss Function Design Area: 3; BFP Ref.: 1149 (Ames Deringer 30, Size = 4); Inlet Node: 118-I; Outlet Node: 118-0 I7.15 16.15 15.15 14.15 13.15 12.15 N 11.1 a 10.15 N 3 9.1 1A y 8.1 d 7.1 6.1 5.1 4.1 2.5 psi @ 60.5 gpm 3.1 2.1 1.1 0.1 0 0 0 0 0 0 0 0 0 0 0 0 Flow,gpm File:D:\dwg2\burns\1 Apartment Projects\Ashford Place Arlington\Building 1\Ashford Place Building 1.dwg Date 7/31/2025 Copyright©2002-2012 Tyco Fire Protection Products Page 11 Job:Ashford Place Building 1 Device Graphs Pressure Loss Function Design Area: 3; Valve Ref.: 1148 (Btfly149225, Size= 4); Inlet Node: 115-I; Outlet Node: 115-0 ll5 N !Z N 7 W N N IL` 0.65 0.15 J M Flow,gpm - File: D:\dwg2\burns\1 Apartment Projects\Ashford Place Arlington\Building 1\Ashford Place Building 1.dwg Date 7/31/2025 Copyright©2002-2012 Tyco Fire Protection Products Page 12 CALCULATION SUMMARY Project Name:Ashford Place Building 1 Project Location: 16517 Smokey Point Blvd. Contract No. : City: Arlington, WA 98223 City of Arlington Building Department APPROVED Kevin Olander-10/13/2025 No changes authorized unless approved by Design Areas the Building Official 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 (ft2) (gpm) (psi) (gpm/ftz) (psi) (gpm) # (gpm) (psi) 4 Demand (HW) RES 4 72.2 Required 0.052 12 17 4 0 4.9 42 •..rrrr r.rrrrrrrr rr.....rr......• • WASHINGTON STATE • • x�'� !FIRE CERTIFICATE OF SYYSSTE�i1S David Yates 2805-0888-C Level ; • Bums Fire Protection Systems, Inc. • : BURIl DU 8/5/25; nature pats so....a"....................... File: D:\dwg2\burns\1 Apartment Projects\Ashford Place Arlington\Building 1 Wshford Place Building 1.dwg Date 7/31/2025 Copyright©2002-2012 Tyco Fire Protection Products Page 1 HYDRAULIC CALCULATIONS for Job Information Project Name:Ashford Place Building 1 Contract No. : City: Arlington, WA 98223 Project Location: 16517 Smokey Point Blvd. Date:7/31/2025 Contractor Information Name of Contractor: Address: City: Phone Number: E-mail: Name of Designer: Authority Having Jurisdiction: Design Remote Area Name 4 Remote Area Location LEVEL 3 Occupancy Classification RES Density(gpm/ft2) 0.052 Area of Application(ft2) 4 Coverage per Sprinkler(ft2) 324 Number of Calculated Sprinklers 4 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 0 Total Water Required(incl. Hose Streams)(gpm) 72.2 Required Pressure at Source(psi) 42 Type of System Wet Volume-Entire System (gal) 415.6 gal Water Supply Information Date 07/10/2025 Location Site Source W 1 Notes WORST CASE COMPARTMENT LIPTO 4 SPRINKLERS PER NFPA#13R File: D:\dwg2\burns\1 Apartment Projects\Ashford Place Arlington\Building 1\Ashford Place Building 1.dwg Date 7/31/2025 Copyright©2002-2012 Tyco Fire Protection Products Page 2 Job:Ashford Place Building 1 Node Labels: Off Pipe Labels: Off Diagram for Design Area : 4 (Optimized Hvdraulic Simolified) 00 File: D:\dwg2\burns\1 Apartment Projects\Ashford Place Arlington\Building 1\Ashford Place Building 1.dwg Date 7/31/2025 Copyright©2002-2012 Tyco Fire Protection Products Page 3 Job:Ashford Place Building 1 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 :W 1 Flow(gpm) Pressure(psi) 0 47 843 42 Supply Analysis Static Pressure Residual Flow Available Total Demand Required Pressure Node at Source (psi) Pressure (gpm) Pressure (gpm) (psi) (psi) (psi) W 1 47 42 843 46.9 72.2 42 Hoses Inside Hose Flow/Standpipe Demand(gpm) Outside Hose Flow(gpm) Additional Outside Hose Flow(gpm) Other(custom defined) Hose Flow(gpm) ...............................................................................................I............................................................................................................................................................................................................................................................................................................................................ Total Hose Flow(gpm) Sprinklers Ovehead Sprinkler Flow(gpm) 72.2 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 ............................................................................................................................................................................................................................................................................................................................................................................................................................................. Total Sprinkler Flow(gpm) 72.2 Other Required Margin of Safety(%) 10 W 1 -Pressure(psi) 42 W1 -Flow(gpm) 72.2 Demand w/o System Pump(s) N/A File: D:\dwg2\burns\1 Apartment Projects\Ashford Place Arlington\Building 1\Ashford Place Building 1.dwg Date 7/31/2025 Copyright©2002-2012 Tyco Fire Protection Products Page 4 Job:Ashford Place Building 1 Hydraulic Analysis for : 4 a Supply Supply;Safety Pressure f System Demand 0 Available At Source 60 r- 46 psi @ 72.2 gpm 51 D2 S2 41 357 40 .N !Z N 7 30 N N IL D1 10 0 0 300 400 500 600 700 800 900 Flow,gpm File:D:\dwg2\burns\1 Apartment Projects\Ashford Place Arlington\Building 1\Ashford Place Building 1.dwg Date 7/31/2025 Copyright @ 2002-2012 Tyco Fire Protection Products Page 5 Job:Ashford Place Building 1 Hydraulic Analysis for : 4 Graph Labels Values Label Description Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0 47 S2 Supply point#2-Residual 843 42 D1 Elevation Pressure 0 15.4 D2 System Demand 72.2 42 Curve Intersections & Safety Margins Curve Name Intersection Safety Margin Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 46.9 79.2 4.9 72.2 Supply;Safety Pressure 42.3 72.6 0.3 72.2 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/ft2) (gpm) (psi) 401 Overhead 324 4.9 0.05 16.2 12 0.052 17 12 Sprinkler 402 Overhead 324 4.9 0.05 16.2 12 0.054 17.6 12.9 Sprinkler 403 Overhead 324 4.9 0.05 16.2 12 0.057 18.5 14.2 Sprinkler 404 Overhead 324 4.9 0.05 16.2 12 0.059 19.2 15.3 Sprinkler File: D:\dwg2\burns\1 Apartment Projects\Ashford Place Arlington\Building 1\Ashford Place Building 1.dwg Date 7/31/2025 Copyright @ 2002-2012 Tyco Fire Protection Products Page 6 Job:Ashford Place Building 1 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 ft 9pm/psi1/2 gpm ft2 psi psi qpm gpm/ft2 psi qpm 401 Overhead Sprinkler 4.9 17 324 12 12 32.47 HEAD Open 0.8 0.052 -15.4 16.2 402 Overhead Sprinkler 4.9 17.6 324 12.9 12 32.19 HEAD Open 1.4 0.054 -15.2 16.2 403 Overhead Sprinkler 4.9 18.5 324 14.2 12 32.32 HEAD Open 2.3 0.057 -15.3 16.2 404 Overhead Sprinkler 4.9 19.2 324 15.3 12 32.18 HEAD Open 3 0.059 -15.2 16.2 002 Node 12 32.97 NODE -15.6 005 Node 13.3 32.69 NODE -15.5 001 Node 14.3 32.82 NODE -15.5 004 Node 15.8 32.68 NODE -15.5 006 Node 19.2 31.25 NODE -14.8 010 Node 19.6 31.25 NODE -14.8 014 Node 20 31.25 NODE -14.8 437 Node 20.1 31.25 NODE -14.8 020 Node 20.6 31.25 NODE -14.8 482 Node 24.4 21.25 NODE -10.5 435 Node 24.4 21.25 NODE -10.5 434 Node 24.5 21.25 NODE -10.5 421 Node 25 21.25 NODE -10.5 420 Node 25 21.25 NODE -10.5 069 Node 27.4 20.9 NODE -10.4 076 Node 28.6 20.9 NODE -10.4 077 Node 28.6 20.9 NODE -10.4 081 Node 34.8 8 NODE -4.8 082-0 Node 35.2 7.09 NODE -4.4 082-I Node 35.4 6.71 NODE -4.2 085-0 Node 36.8 3.57 1 NODE -2.8 File: D:\dwg2\burns\1 Apartment Projects\Ashford Place Arlington\Building 1\Ashford Place Building 1.dwg Date 7/31/2025 Copyright©2002-2012 Tyco Fire Protection Products Page 7 Job:Ashford Place Building 1 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 ft 9pm/psi1/2 gpm ft2 psi psi gpm gpm/ft2 psi qpm 085-I Node 39.6 2.49 NODE -2.4 086 Node 40.5 0.5 NODE -1.5 088 Node 42 -3 NODE 0 wi Supply -72 2 42 -3 SUPPLY 0 File: D:\dwg2\burns\1 Apartment Projects\Ashford Place Arlington\Building 1\Ashford Place Building 1.dwg Date 7/31/2025 Copyright©2002-2012 Tyco Fire Protection Products Page 8 Job:Ashford Place Building 1 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/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 401 32.47 4.9 17 1 1x(90 ell)=2 0.5 120 12 002 32.97 17 1.049 2 0.0957 -0.2 2.5 0.2 002 32.97 0 1 lx(BM.90)=5 17.56 150 12 005 32.69 17 1.101 5 0.05 0.1 22.56 1.1 005 32.69 17.6 1 lx(BM.Tee-Br)=5 15.53 150 13.3 010 31.25 34.6 1.101 2x(BM.90)=10 15 0.1869 0.6 30.53 5.7 010 31.25 37.7 2 2x(BM.Tee-Run)=2 6.81 150 19.6 014 31.25 72.2 2.003 2 0.0397 0 8.81 0.3 014 31.25 -17.2 2 6x(BM.Tee-Run)=6 19.69 150 20 020 31.25 55 2.003 6 0.024 0 25.69 0.6 020 31.25 -10.8 2 2x(BM.Tee-Br)=20 81.96 150 20.6 069 20.9 44.2 2.003 2x(BM.90)=20 64 0.016 4.5 24x(BM.Tee-Run)=24 145.96 2.3 069 20.9 28 2 6x(BM.Tee-Run)=6 13.5 150 27.4 076 20.9 72.2 2.003 lx(BM.90)=10 16 0.0397 0 29.5 1.2 076 20.9 0 2.5 2.98 150 28.6 077 20.9 72.2 2.423 0 0.0157 0 2.98 0.0 077 20.9 0 2.5 4x(90 ell)=25.58 19.83 120 28.6 081 8 72.2 2.705 25.58 0.0139 5.6 45.41 0.6 081 8 0 4 0.91 120 34.8 082-0 7.09 72.2 4.31 0 0.0014 0.4 0.91 0 082-0 7.09 0 4 0.38 35.2 Btfly149225 082-I 6.71 72.2 0 0 0.0248 0.2 *** 0.38 0 082-I 6.71 0 4 2x(tee-Br)=46.83 5.64 120 35.4 085-0 3.57 72.2 4.31 46.83 0.0014 1.4 52.46 0.1 085-0 3.57 0 4 1.08 36.8 Ames 085-I 2.49 72.2 0 0 2.1256 0.5 Deringer 30 1.08 2.3 *** 085-I 2.49 0 4 1.99 120 39.6 086 0.5 72.2 4.31 0 0.0014 0.9 1.99 0 086 0.5 0 6 lx(45ell)=12.1 39.97 140 40.5 088 -3 72.2 6.4 1x(90 ell)=17.45 29.55 0.0002 1.5 69.52 0.0 088 -3 0 8 lx(45ell)=16.74 94.8 140 42 W 1 -3 72.2 8.55 16.74 0.0000 0 111.541 1 0 W 1 42 File: D:\dwg2\burns\1 Apartment Projects\Ashford Place Arlington\Building 1\Ashford Place Building 1.dwg Date 7/31/2025 Copyright©2002-2012 Tyco Fire Protection Products Page 9 Job:Ashford Place Building 1 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/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 2 402 32.19 4.9 17.6 1 lx(tee-Br)=5 0.5 120 12.9 005 32.69 17.6 1.049 5 0.1025 -0.2 5.5 0.6 005 13.3 Path No: 3 403 32.32 4.9 18.5 1 1x(90 ell)=2 0.5 120 14.2 001 32.82 18.5 1.049 2 0.112 -0.2 2.5 0.3 001 32.82 0 1 2x(BM.90)=10 13.96 150 14.3 004 32.68 18.5 1.101 10 0.0585 0.1 23.96 1.4 004 32.68 19.2 1 2x(BM.90)=10 3.03 150 15.8 006 31.25 37.7 1.101 10 0.2187 0.6 13.03 2.9 006 31.25 0 2 5x(BM.Tee-Run)=5 17.09 150 19.2 010 31.25 37.7 2.003 lx(BM.90)=10 15 0.0119 0 32.09 0.4 010 19.6 Path No: 4 404 32.18 4.9 19.2 1 1x(tee-Br)=5 0.5 120 15.3 004 32.68 19.2 1.049 5 0.1199 -0.2 5.5 0.7 004 15.8 Path No: 5 014 31.25 0 2 6x(BM.Tee-Run)=6 21.78 150 20 437 31.25 17.2 2.003 lx(BM.Tee-Br)=10 16 0.0028 0 37.78 0.1 437 31.25 -6 2 2x(BM.90)=20 11.1 150 20.1 435 21.25 11.2 2.003 lx(BM.Tee-Br)=10 30 0.0013 4.3 41.1 0.1 435 21.25 0 1.5 lx(BM.Tee-Br)=8 1.1 150 24.4 434 21.25 11.2 1.598 8 0.0038 0 9.1 0.0 434 21.25 6 1.5 11x(BM.Tee-Run)=11 41.46 150 24.5 420 21.25 17.2 1.598 lx(BM.Tee-Br)=8 19 0.0084 0 60.46 0.5 420 21.25 10.8 1.5 24x(BM.Tee-Run)=24 69.39 150 25 069 20.9 28 1.598 lx(BM.90)=8 40 0.0206 0.2 lx(BM.Tee-Br)=8 109.39 2.3 069 27.4 File: D:\dwg2\burns\1 Apartment Projects\Ashford Place Arlington\Building 1\Ashford Place Building 1.dwg Date 7/31/2025 Copyright©2002-2012 Tyco Fire Protection Products Page 10 Job:Ashford Place Building 1 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/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 6 020 31.25 0 2 2x(BM.90)=20 11.28 150 20.6 421 21.25 10.8 2.003 lx(BM.Tee-Br)=10 30 0.0012 4.3 41.28 0.0 421 21.25 0 1.5 lx(BM.Tee-Br)=8 1.28 150 25 420 21.25 10.8 1.598 8 0.0035 0 9.281 1 0.0 420 25 Path No: 7 437 31.25 0 2 3x(BM.Tee-Br)=30 37.37 150 20.1 482 21.25 6 2.003 2x(BM.90)=20 57 0.0004 4.3 7x(BM.Tee-Run)=7 94.37 0.0 482 21.25 0 1.5 8x(BM.Tee-Run)=8 23.77 150 24.4 434 21.25 6 1.598 lx(BM.Tee-Br)=8 16 0.0012 0 39.77 0.0 434 24.5 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 12.69 ft/s occurs in the following pipe(s): (006-004) *** 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: D:\dwg2\burns\1 Apartment Projects\Ashford Place Arlington\Building 1\Ashford Place Building 1.dwg Date 7/31/2025 Copyright©2002-2012 Tyco Fire Protection Products Page 11 Job:Ashford Place Building 1 Device Graphs Pressure vs. Flow Function Design Area:4; Supply Ref.:W1; Supply Name:W1 50 4s 40 35 .N Q � 30 7 U1 �! 25 N a` 20 i5 to 5 0 Flow,gpm Pressure Loss Function Design Area: 4; BFP Ref.: 1148 (Ames Deringer 30, Size = 4); Inlet Node: 085-I; Outlet Node: 085-0 I7.15 16.15 15.15 14.15 13.15 12.15 N 11.1 a 10.15 N 3 9.1 1A y 8.1 M 7.1 6.1 5.1 4.1 2.3 psi @ 72.2 gpm 3.1 2.1 1.1 0.1 Flow,gpm File:D:\dwg2\burns\1 Apartment Projects\Ashford Place Arlington\Building 1\Ashford Place Building 1.dwg Date 7/31/2025 Copyright©2002-2012 Tyco Fire Protection Products Page 12 Job:Ashford Place Building 1 Device Graphs Pressure Loss Function Design Area: 4; Valve Ref.: 1147 (Btfly149225, Size = 4); Inlet Node: 082-I; Outlet Node: 082-0 ti N N N 0- 0 6; O psi @ 72.2 gpm J M Flow,gpm File: D:\dwg2\burns\1 Apartment Projects\Ashford Place Arlington\Building 1\Ashford Place Building 1.dwg Date 7/31/2025 Copyright @ 2002-2012 Tyco Fire Protection Products Page 13 CALCULATION SUMMARY Project Name:Ashford Place Building 1 Project Location: 16517 Smokey Point Blvd. Contract No. : City: Arlington, WA 98223 City of Arlington Building Department APPROVED Kevin Olander-10/13/2025 No changes authorized unless approved by Design Areas the Building Official 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 (ft2) (gpm) (psi) (gpm/ftz) (psi) (gpm) # (gpm) (psi) 5 Demand (HW) OH2 900 749.7 Required 0.2 15.4 22 11 500 8.4 34.6 •..rrrr r.rrrrrrrr rr.....rr......• • WASHINGTON STATE • • x�'� !FIRE CERTIFICATE OF SYYSSTE�i1S David Yates 2805-0888-C Level ; • Bums Fire Protection Systems. Inc. • BURNSFPB DU g/5/2 5 mature Data so....a"....................... File: D:\dwg2\burns\1 Apartment Projects\Ashford Place Arlington\Building 1 Wshford Place Building 1.dwg Date 8/4/2025 Copyright©2002-2012 Tyco Fire Protection Products Page 1 HYDRAULIC CALCULATIONS for Job Information Project Name:Ashford Place Building 1 Contract No. : City: Arlington, WA 98223 Project Location: 16517 Smokey Point Blvd. Date:8/4/2025 Contractor Information Name of Contractor: Address: City: Phone Number: E-mail: Name of Designer: Authority Having Jurisdiction: Design Remote Area Name 5 Remote Area Location Retail Shell Space Occupancy Classification OH2 Density(gpm/ft2) 0.2 Area of Application(ft2) 900 Coverage per Sprinkler(ft2) 110 Number of Calculated Sprinklers 11 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 500 Total Water Required(incl. Hose Streams)(gpm) 749.7 Required Pressure at Source(psi) 34.6 Type of System Wet Volume-Entire System (gal) 450.9 gal Water Supply Information Date 07/10/2025 Location Site Source W 1 Notes REDUCED FOR QR HEADS AND 10'MAX CEILINGS PER NFPA#13 File: D:\dwg2\burns\1 Apartment Projects\Ashford Place Arlington\Building 1\Ashford Place Building 1.dwg Date 8/4/2025 Copyright©2002-2012 Tyco Fire Protection Products Page 2 Job:Ashford Place Building 1 Node Labels: Off Pipe Labels: Off Diagram for Design Area : 5 (Optimized Hvdraulic Simolified) • • • File: D:\dwg2\burns\1 Apartment Projects\Ashford Place Arlington\Building 1\Ashford Place Building 1.dwg Date 8/4/2025 Copyright©2002-2012 Tyco Fire Protection Products Page 3 Job:Ashford Place Building 1 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 47 843 42 Supply Analysis Static Pressure Residual Flow Available Total Demand Required Pressure Node at Source (psi) Pressure (gpm) Pressure (gpm) (psi) (psi) (psi) W1 47 42 843 43 749.7 34.6 Hoses Inside Hose Flow/Standpipe Demand(gpm) Outside Hose Flow(gpm) Additional Outside Hose Flow(gpm) 500 Other(custom defined) Hose Flow(gpm) ...............................................................................................I............................................................................................................................................................................................................................................................................................................................................ Total Hose Flow(gpm) 500 Sprinklers Ovehead Sprinkler Flow(gpm) 249.7 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 ............................................................................................................................................................................................................................................................................................................................................................................................................................................. Total Sprinkler Flow(gpm) 249.7 Other Required Margin of Safety(psi) 0 W1 -Pressure(psi) 34.6 W1 -Flow(gpm) 249.7 Demand w/o System Pump(s) N/A File: D:\dwg2\burns\1 Apartment Projects\Ashford Place Arlington\Building 1\Ashford Place Building 1.dwg Date 8/4/2025 Copyright©2002-2012 Tyco Fire Protection Products Page 4 Job:Ashford Place Building 1 Hydraulic Analysis for : 5 f Supply f System Demand f Add.Out,Hose• Available At Source 60 S1 43 psi @749.7 gpm S2 41 357 40 D2 D3 .N Q N 7 30 N N N L a 20 1TDiO 0 300 400 500 600 700 800 900 Flow,gpm File:D:\dwg2\burns\1 Apartment Projects\Ashford Place Arlington\Building 1\Ashford Place Building 1.dwg Date 8/4/2025 Copyright©2002-2012 Tyco Fire Protection Products Page 5 Job:Ashford Place Building 1 Hydraulic Analysis for : 5 Graph Labels Values Label Description Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0 47 S2 Supply point#2-Residual 843 42 D1 Elevation Pressure 0 4.9 D2 System Demand 249.7 34.6 D3 System Demand+Add.Out.Hose 749.7 34.6 Curve Intersections & Safety Margins Curve Name Intersection Safety Margin Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 46.3 298.9 8.4 749.7 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/ft2) (gpm) (psi) 501 Overhead 110 5.6 0.2 22 15.4 0.206 22.7 16.4 Sprinkler 502 Overhead 110 5.6 0.2 22 15.4 0.203 22.3 15.8 Sprinkler 503 Overhead 110 5.6 0.2 22 15.4 0.203 22.3 15.9 Sprinkler 504 Overhead 110 5.6 0.2 22 15.4 0.204 22.4 16 Sprinkler 505 Overhead 110 5.6 0.2 22 15.4 0.207 22.7 16.5 Sprinkler 506 Overhead 110 5.6 0.2 22 15.4 0.2 22 15.4 Sprinkler 507 Overhead 110 5.6 0.2 22 15.4 0.2 22 15.5 Sprinkler 508 Overhead 110 5.6 0.2 22 15.4 0.201 22.1 15.6 Sprinkler 509 Overhead 110 5.6 0.2 22 15.4 0.218 24 18.4 Sprinkler 510 Overhead 110 5.6 0.2 22 15.4 0.214 23.6 17.7 Sprinkler 511 Overhead 110 5.6 0.2 22 15.4 0.214 23.6 17.7 Sprinkler File: D:\dwg2\burns\1 Apartment Projects\Ashford Place Arlington\Building 1\Ashford Place Building 1.dwg Date 8/4/2025 Copyright©2002-2012 Tyco Fire Protection Products Page 6 Job:Ashford Place Building 1 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 ft 9pm/psi1/2 gpm ft2 psi psi qpm gpm/ft2 psi qpm 506 Overhead Sprinkler 5.6 22 110 15.4 15.4 8.31 HEAD Open 0 0.2 -4.9 22 507 Overhead Sprinkler 5.6 22 110 15.5 15.4 8.31 HEAD Open 0.0 0.2 -4.9 22 508 Overhead Sprinkler 5.6 22.1 110 15.6 15.4 8.31 HEAD Open 0.1 0.201 -4.9 22 502 Overhead Sprinkler 5.6 22.3 110 15.8 15.4 8.31 HEAD Open 0.3 0.203 -4.9 22 503 Overhead Sprinkler 5.6 22.3 110 15.9 15.4 8.31 HEAD Open 0.3 0.203 -4.9 22 504 Overhead Sprinkler 5.6 22.4 110 16 15.4 8.31 HEAD Open 0.4 0.204 -4.9 22 501 Overhead Sprinkler 5.6 22.7 110 16.4 15.4 8.31 HEAD Open 0.7 0.206 -4.9 22 505 Overhead Sprinkler 5.6 22.7 110 16.5 15.4 8.31 HEAD Open 0.7 0.207 -4.9 22 510 Overhead Sprinkler 5.6 23.6 110 17.7 15.4 8.31 HEAD Open 1.6 0.214 -4.9 22 511 Overhead Sprinkler 5.6 23.6 110 17.7 15.4 8.31 HEAD Open 1.6 0.214 -4.9 22 509 Overhead Sprinkler 5.6 24 110 18.4 15.4 8.31 HEAD Open 2 0.218 -4.9 22 918 Node 16.3 8.31 NODE -4.9 917 Node 16.3 8.31 NODE -4.9 915 Node 16.5 8.31 NODE -4.9 931 Node 16.7 8.31 NODE -4.9 930 Node 16.7 8.31 NODE -4.9 928 Node 16.9 8.31 NODE -4.9 002 Node 17.3 8.31 NODE -4.9 909 Node 17.4 8.31 NODE -4.9 881 Node 18.7 8.31 NODE -4.9 880 Node 18.7 8.31 NODE -4.9 868 Node 19.4 8.31 NODE -4.9 023 Node 23.6 7.31 NODE -4.5 025 Node 23.6 7.31 NODE -4.5 026 Node 23.6 7.31 NODE -4.5 File: D:\dwg2\burns\1 Apartment Projects\Ashford Place Arlington\Building 1\Ashford Place Building 1.dwg Date 8/4/2025 Copyright©2002-2012 Tyco Fire Protection Products Page 7 Job:Ashford Place Building 1 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 ft 9pm/psi1/2 gpm ft2 psi psi gpm gpm/ft2 psi qpm 057-0 Node 24.6 7.09 NODE -4.4 057-I Node 24.9 6.71 NODE -4.2 779-0 Node 27 3.57 NODE -2.8 779-I Node 32 2.49 NODE -2.4 780 Node 32.9 0.5 NODE -1.5 782 Node 34.5 -3 NODE 0 wi Supply -249 7 34.6 -3 SUPPLY 0 File: D:\dwg2\burns\1 Apartment Projects\Ashford Place Arlington\Building 1\Ashford Place Building 1.dwg Date 8/4/2025 Copyright©2002-2012 Tyco Fire Protection Products Page 8 Job:Ashford Place Building 1 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/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 506 8.31 5.6 22 1 lx(tee-Br)=5 0.5 120 15.4 918 8.31 22 1.049 5 0.1547 0 5.5 0.9 918 8.31 0 2 11 120 16.3 917 8.31 22 2.203 0 0.0042 0 11 0.0 917 8.31 22 2 11 120 16.3 915 8.31 44 2.203 0 0.0151 0 11 0.2 915 8.31 22.1 2 2x(90 ell)=13.64 14.1 120 16.5 909 8.31 66.2 2.203 13.64 0.0321 0 27.74 0.9 909 8.31 22.7 2 2x(tee-Br)=27.28 76.54 120 17.4 025 7.31 88.9 2.203 27.28 0.0554 0.4 103.81 5.8 025 7.31 89.7 4 8 120 23.6 026 7.31 178.6 4.31 0 0.0077 0 8 0.1 026 7.31 71.2 4 2x(90 ell)=18.68 20.47 120 23.6 057-0 7.09 249.7 4.31 lx(tee-Br)=23.41 42.09 0.0143 0.1 62.56 0.9 057-0 7.09 0 4 0.38 24.6 Btfly149225 057-I 6.71 249.7 0 0 0.303 0.2 *** 0.38 0.1 057-I 6.71 0 4 2x(tee-Br)=46.83 7.14 120 24.9 779-0 3.57 249.7 4.31 46.83 0.0143 1.4 53.96 0.8 779-0 3.57 0 4 1.08 27 Ames 779-I 2.49 249.7 0 0 4.1701 0.5 Deringer 30 1.08 4.5 *** 779-I 2.49 0 4 1.99 120 32 780 0.5 249.7 4.31 0 0.0143 0.9 1.99 0.0 780 0.5 0 6 lx(45ell)=12.1 39.97 140 32.9 782 -3 249.7 6.4 1x(90 ell)=17.45 29.55 0.0016 1.5 69.52 0.1 782 -3 0 8 lx(45ell)=16.74 94.8 140 34.5 W 1 -3 249.7 8.55 16.74 0.0004 0 111.54 0.0 W 1 34.6 Path No: 2 507 8.31 5.6 22 1 lx(tee-Br)=5 0.5 120 15.5 917 8.31 22 1.049 5 0.1551 0 5.5 0.9 917 16.3 File: D:\dwg2\burns\1 Apartment Projects\Ashford Place Arlington\Building 1\Ashford Place Building 1.dwg Date 8/4/2025 Copyright©2002-2012 Tyco Fire Protection Products Page 9 Job:Ashford Place Building 1 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/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 3 508 8.31 5.6 22.1 1 lx(tee-Br)=5 0.5 120 15.6 915 8.31 22.1 1.049 5 0.1566 0 5.5 0.9 915 16.5 Path No: 4 502 8.31 5.6 22.3 1 1x(tee-Br)=5 0.5 120 15.8 931 8.31 22.3 1.049 5 0.1584 0 5.5 0.9 931 8.31 0 2 11 120 16.7 930 8.31 22.3 2.203 0 0.0043 0 11 0.0 930 8.31 22.3 2 11 120 16.7 928 8.31 44.6 2.203 0 0.0154 0 11 0.2 928 8.31 22.4 2 11 120 16.9 002 8.31 67 2.203 0 0.0328 0 11 0.4 002 8.31 22.7 2 2x(tee-Br)=27.28 76.54 120 17.3 023 7.31 89.7 2.203 27.28 0.0563 0.4 103.81 5.8 023 7.31 0 4 8 120 23.6 025 7.31 89.7 4.31 0 0.0021 0 8 0.0 025 23.6 Path No: 5 503 8.31 5.6 22.3 1 lx(tee-Br)=5 0.5 120 15.9 930 8.31 22.3 1.049 5 0.1588 0 5.5 0.9 930 16.7 Path No: 6 504 8.31 5.6 22.4 1 lx(tee-Br)=5 0.5 120 16 928 8.31 22.4 1.049 5 0.1603 0 5.5 0.9 928 16.9 Path No: 7 501 8.31 5.6 22.7 1 lx(tee-Br)=5 0.5 120 16.4 002 8.31 22.7 1.049 5 0.1634 0 5.5 0.9 002 17.3 File: D:\dwg2\burns\1 Apartment Projects\Ashford Place Arlington\Building 1\Ashford Place Building 1.dwg Date 8/4/2025 Copyright©2002-2012 Tyco Fire Protection Products Page 10 Job:Ashford Place Building 1 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/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 8 505 8.31 5.6 22.7 1 lx(tee-Br)=5 0.5 120 16.5 909 8.31 22.7 1.049 5 0.1644 0 5.5 0.9 909 17.4 Path No: 9 510 8.31 5.6 23.6 1 1x(tee-Br)=5 0.5 120 17.7 881 8.31 23.6 1.049 5 0.1756 0 5.5 1 881 8.31 0 2 11 120 18.7 880 8.31 23.6 2.203 0 0.0047 0 11 0.1 880 8.31 23.6 2 2x(90 ell)=13.64 26.1 120 18.7 868 8.31 47.1 2.203 13.64 0.0171 0 39.74 0.7 868 8.31 24 2 lx(tee-Br)=13.64 76.54 120 19.4 026 7.31 71.2 2.203 2x(90 ell)=13.64 27.28 0.0367 0.4 103.81 3.8 026 23.6 Path No: 10 511 8.31 5.6 23.6 1 1x(tee-Br)=5 0.5 120 17.7 880 8.31 23.6 1.049 5 0.176 0 5.5 1 880 18.7 Path No: 11 509 8.31 5.6 24 1 lx(tee-Br)=5 0.5 120 18.4 868 8.31 24 1.049 5 0.182 0 5.5 1 868 19.4 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 8.91 ft/s occurs in the following pipe(s): (868-509) *** 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: D:\dwg2\burns\1 Apartment Projects\Ashford Place Arlington\Building 1\Ashford Place Building 1.dwg Date 8/4/2025 Copyright©2002-2012 Tyco Fire Protection Products Page 11 Job:Ashford Place Building 1 Device Graphs Pressure vs. Flow Function Design Area:5; Supply Ref.:W1; Supply Name:W1 50 45 40 35 .N C � 30 3 N tll 25 N a 20 15 to 5 0 N n v n � o0 00 Flow,gpm Pressure Loss Function Design Area: 5; BFP Ref.: 1199 (Ames Deringer 30, Size = 4); Inlet Node: 779-I; Outlet Node: 779-0 17.15 i6.is 15.1 s 14.1 s 13.15 12.is .N n.is 10.15 d 7 915 tll N M zis b.is 4.5 psi @ 249.7 gpm 515 4l5 3A5 215 Ll5 0.15 Flow,gpm File: D:\dwg2\burns\1 Apartment Projects\Ashford Place Arlington\Building 1\Ashford Place Building 1.dwg Date 8/4/2025 Copyright©2002-2012 Tyco Fire Protection Products Page 12 Job:Ashford Place Building 1 Device Graphs Pressure Loss Function Design Area: 5; Valve Ref.: 1198 (Btfly149225, Size = 4); Inlet Node: 057-I; Outlet Node: 057-0 1A5 N !Z N 7 W N N IL` o.6s 0.1 psi @ 249.7 gpm OAs J M Flow,gpm File: D:\dwg2\burns\1 Apartment Projects\Ashford Place Arlington\Building 1\Ashford Place Building 1.dwg Date 8/4/2025 Copyright @ 2002-2012 Tyco Fire Protection Products Page 13 CALCULATION SUMMARY Project Name:Ashford Place Building 1 Project Location: 16517 Smokey Point Blvd. City of Arlington Contract No. : City: Arlington, WA 98223 Building Department APPROVED Kevin Olander-10/13/2025 No changes authorized unless approved by Design Areas the Building Official 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 (ft2) (gpm) (psi) (gpm/ftz) (psi) (gpm) # (gpm) (psi) 6 Demand (HW) 01-11 1950 918.4 Required 0.168 7 14.8 25 500 6.6 34.5 •..rrrr rrrrrrrrrr rrrr.r.rr......• • WASHINGTON STATE • • x�'� !FIRE CERTIFI OF CATE SYYSSTE�i1S David Yates 2805-0888-C Level ; • Bums Fire Protection Systems, Inc. • : BURNSFPB DU 8/5/25; nature Data so....r....r...................� File: D:\dwg2\burns\1 Apartment Projects\Ashford Place Arlington\Building 1 Wshford Place Building 1.dwg Date 7/31/2025 Copyright©2002-2012 Tyco Fire Protection Products Page 1 HYDRAULIC CALCULATIONS for Job Information Project Name:Ashford Place Building 1 Contract No. : City: Arlington, WA 98223 Project Location: 16517 Smokey Point Blvd. Date:7/31/2025 Contractor Information Name of Contractor: Address: City: Phone Number: E-mail: Name of Designer: Authority Having Jurisdiction: Design Remote Area Name 6 Remote Area Location PARKING GARAGE Occupancy Classification OH1 Density(gpm/ft2) 0.168 Area of Application(ft2) 1950 Coverage per Sprinkler(ft2) 111 Number of Calculated Sprinklers 25 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 500 Total Water Required(incl. Hose Streams)(gpm) 918.4 Required Pressure at Source(psi) 34.5 Type of System Dry Volume-Downstream DPV (gal) 227.1 gal Water Supply Information Date 07/10/2025 Location Site Source W 1 Notes INCREASED BY 30% FOR DRY SYSTEM PER NFPA#13 File: D:\dwg2\burns\1 Apartment Projects\Ashford Place Arlington\Building 1\Ashford Place Building 1.dwg Date 7/31/2025 Copyright©2002-2012 Tyco Fire Protection Products Page 2 Job:Ashford Place Building 1 Node Labels: Off Pipe Labels: Off Diagram for Design Area : 6 (Optimized Hvdraulic Simolified) • File: D:\dwg2\burns\1 Apartment Projects\Ashford Place Arlington\Building 1\Ashford Place Building 1.dwg Date 7/31/2025 Copyright©2002-2012 Tyco Fire Protection Products Page 3 Job:Ashford Place Building 1 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 :W 1 Flow(gpm) Pressure(psi) 0 47 843 42 Supply Analysis Static Pressure Residual Flow Available Total Demand Required Pressure Node at Source (psi) Pressure (gpm) Pressure (gpm) (psi) (psi) (psi) W 1 47 42 843 41.1 918.4 34.5 Hoses Inside Hose Flow/Standpipe Demand(gpm) Outside Hose Flow(gpm) Additional Outside Hose Flow(gpm) 500 Other(custom defined) Hose Flow(gpm) ...............................................................................................I............................................................................................................................................................................................................................................................................................................................................ Total Hose Flow(gpm) 500 Sprinklers Ovehead Sprinkler Flow(gpm) 418.4 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 ............................................................................................................................................................................................................................................................................................................................................................................................................................................. Total Sprinkler Flow(gpm) 418.4 Other Required Margin of Safety(%) 10 W 1 -Pressure(psi) 34.5 W1 -Flow(gpm) 418.4 Demand w/o System Pump(s) N/A File: D:\dwg2\burns\1 Apartment Projects\Ashford Place Arlington\Building 1\Ashford Place Building 1.dwg Date 7/31/2025 Copyright©2002-2012 Tyco Fire Protection Products Page 4 Job:Ashford Place Building 1 Hydraulic Analysis for : 6 a Supply Supply;Safety Pressure f System Demand f Add.Out.Hose 0 Available At Source 60 ..._---------I.................. .._...._.._.._..._.._..___...__._._..._.._....._.__...__.._._.._..----- ------- _._---- ----- _------- .-------------- ..._...__..._.._......_----- .__..._.._.._.._.._..._._._.._._..._.._.__.__..._.._.._.._._..__..----------- _.._...__._..._.__._....__.__.__._. S1 S2 41.1psi 918.4gpm � 40.142 40 D2 D3 G ,N Q N 7 30 N N N L IL 20 10 D1 0 0 300 400 500 600 700 800 900 1000 Flow,gpm File:D:\dwg2\burns\1 Apartment Projects\Ashford Place Arlington\Building 1\Ashford Place Building 1.dwg Date 7/31/2025 Copyright©2002-2012 Tyco Fire Protection Products Page 5 Job:Ashford Place Building 1 Hydraulic Analysis for : 6 Graph Labels Values Label Description Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0 47 S2 Supply point#2-Residual 843 42 D1 Elevation Pressure 0 5 D2 System Demand 418.4 34.5 D3 System Demand+Add.Out.Hose 918.4 34.5 Curve Intersections & Safety Margins Curve Name Intersection Safety Margin Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 45.1 493.9 6.6 918.4 Supply;Safety Pressure 40.8 464.3 2.5 918.4 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psi1/2) (gpm/ftz) (gpm) (psi) (gpm/ft2) (gpm) (psi) 601 Overhead 88 5.6 0.15 13.2 7 0.168 14.8 7 Sprinkler 602 Overhead 88 5.6 0.15 13.2 7 0.17 14.9 7.1 Sprinkler 603 Overhead 88 5.6 0.15 13.2 7 0.174 15.3 7.5 Sprinkler 604 Overhead 88 5.6 0.15 13.2 7 0.182 16 8.2 Sprinkler 605 Overhead 88 5.6 0.15 13.2 7 0.197 17.4 9.6 Sprinkler 606 Overhead 88 5.6 0.15 13.2 7 0.169 14.8 7 Sprinkler 607 Overhead 88 5.6 0.15 13.2 7 0.17 15 7.1 Sprinkler 608 Overhead 88 5.6 0.15 13.2 7 0.174 15.3 7.5 Sprinkler 609 Overhead 88 5.6 0.15 13.2 7 0.183 16.1 8.2 Sprinkler 610 Overhead 88 5.6 0.15 13.2 7 0.198 17.4 9.7 Sprinkler 611 Overhead 88 5.6 0.15 13.2 7 0.18 15.9 8 Sprinkler 612 Overhead 88 5.6 0.15 13.2 7 0.182 16 8.2 Sprinkler File: D:\dwg2\burns\1 Apartment Projects\Ashford Place Arlington\Building 1\Ashford Place Building 1.dwg Date 7/31/2025 Copyright©2002-2012 Tyco Fire Protection Products Page 6 613 Overhead 88 5.6 0.15 13.2 7 0.186 16.4 8.6 Sprinkler 614 Overhead 88 5.6 0.15 13.2 7 0.222 19.6 12.2 Sprinkler 615 Overhead 88 5.6 0.15 13.2 7 0.224 19.7 12.4 Sprinkler 616 Overhead 88 5.6 0.15 13.2 7 0.179 15.8 7.9 Sprinkler 617 Overhead 88 5.6 0.15 13.2 7 0.181 15.9 8 Sprinkler 618 Overhead 88 5.6 0.15 13.2 7 0.184 16.2 8.4 Sprinkler 619 Overhead 88 5.6 0.15 13.2 7 0.219 19.2 11.8 Sprinkler 620 Overhead 111 5.6 0.15 16.7 8.8 0.174 19.3 11.9 Sprinkler 621 Overhead 88 5.6 0.15 13.2 7 0.183 16.1 8.3 Sprinkler 622 Overhead 88 5.6 0.15 13.2 7 0.187 16.5 8.6 Sprinkler 623 Overhead 88 5.6 0.15 13.2 7 0.22 19.3 11.9 Sprinkler 624 Overhead 88 5.6 0.15 13.2 7 0.221 19.4 12 Sprinkler 625 Overhead 88 5.6 0.15 13.2 7 0.181 15.9 8.1 Sprinkler File:D:\dwg2\burns\1 Apartment Projects\Ashford Place Arlington\Building 1\Ashford Place Building 1.dwg Date 7/31/2025 Copyright©2002-2012 Tyco Fire Protection Products Page 7 Job:Ashford Place Building 1 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 ft 9pm/psi1/2 gpm ft2 psi psi gpm gpm/ft2 psi qpm 601 Overhead Sprinkler 5.6 14.8 88 7 7 8.31 HEAD Open 1.6 0.168 -4.9 13.2 606 Overhead Sprinkler 5.6 14.8 88 7 7 8.31 HEAD Open 1.6 0.169 -4.9 13.2 602 Overhead Sprinkler 5.6 14.9 88 7.1 7 8.26 HEAD Open 1.7 0.17 -4.9 13.2 607 Overhead Sprinkler 5.6 15 88 7.1 7 8.26 HEAD Open 1.8 0.17 -4.9 13.2 603 Overhead Sprinkler 5.6 15.3 88 7.5 7 8.22 HEAD Open 2.1 0.174 -4.9 13.2 608 Overhead Sprinkler 5.6 15.3 88 7.5 7 8.22 HEAD Open 2.1 0.174 -4.9 13.2 616 Overhead Sprinkler 5.6 15.8 88 7.9 7 8.48 HEAD Open 2.6 0.179 -5 13.2 611 Overhead Sprinkler 5.6 15.9 88 8 7 8.31 HEAD Open 2.7 0.18 -4.9 13.2 617 Overhead Sprinkler 5.6 15.9 88 8 7 8.48 HEAD Open 2.7 0.181 -5 13.2 625 Overhead Sprinkler 5.6 15.9 88 8.1 7 8.48 HEAD Open 2.7 0.181 -5 13.2 612 Overhead Sprinkler 5.6 16 88 8.2 7 8.25 HEAD Open 2.8 0.182 -4.9 13.2 604 Overhead Sprinkler 5.6 16 88 8.2 7 8.17 HEAD Open 2.8 0.182 -4.8 13.2 609 Overhead Sprinkler 5.6 16.1 88 8.2 7 8.17 HEAD Open 2.9 0.183 -4.8 13.2 621 Overhead Sprinkler 5.6 16.1 88 8.3 7 8.48 HEAD Open 2.9 0.183 -5 13.2 618 Overhead Sprinkler 5.6 16.2 88 8.4 7 8.48 HEAD Open 3 0.184 -5 13.2 613 Overhead Sprinkler 5.6 16.4 88 8.6 7 8.2 HEAD Open 3.2 0.186 -4.9 13.2 622 Overhead Sprinkler 5.6 16.5 88 8.6 7 8.48 HEAD Open 3.3 0.187 -5 13.2 605 Overhead Sprinkler 5.6 17.4 88 9.6 7 8.12 HEAD Open 4.2 0.197 -4.8 13.2 610 Overhead Sprinkler 5.6 17.4 88 9.7 7 8.12 HEAD Open 4.2 0.198 -4.8 13.2 620 Overhead Sprinkler 5.6 19.3 111 11.9 8.8 8.48 HEAD Open 2.7 0.174 -5 16.7 619 Overhead Sprinkler 5.6 19.2 88 11.8 7 8.48 HEAD Open 6 0.219 -5 13.2 623 Overhead Sprinkler 5.6 19.3 88 11.9 7 8.48 HEAD Open 6.1 0.22 -5 13.2 624 Overhead Sprinkler 5.6 19.4 88 12 7 8.48 HEAD Open 6.2 0.221 -5 13.2 614 Overhead Sprinkler 5.6 19.6 88 12.2 7 8.31 HEAD Open 6.4 0.222 -4.9 13.2 615 Overhead Sprinkler 5.6 19.7 88 12.4 7 8.25 HEAD Open 6.5 0.224 -4.9 13.2 File: D:\dwg2\burns\1 Apartment Projects\Ashford Place Arlington\Building 1\Ashford Place Building 1.dwg Date 7/31/2025 Copyright©2002-2012 Tyco Fire Protection Products Page 8 Job:Ashford Place Building 1 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 ft 9pm/psi1/2 gpm ft2 psi psi gpm gpm/ft2 psi qpm 922 Node 9.2 6.89 NODE -4.3 001 Node 9.4 6.93 NODE -4.3 921 Node 9.4 6.85 NODE -4.3 005 Node 9.6 6.85 NODE -4.3 919 Node 9.8 6.81 NODE -4.2 006 Node 10 6.79 NODE -4.2 914 Node 10.5 6.81 NODE -4.3 913 Node 10.6 6.8 NODE -4.2 008 Node 10.9 6.78 NODE -4.2 872 Node 13.3 7.05 NODE -4.4 875 Node 13.4 7.05 NODE -4.4 871 Node 13.6 6.73 NODE -4.2 874 Node 13.7 6.78 NODE -4.2 848 Node 14.1 6.47 NODE -4.1 849 Node 14.2 6.4 NODE -4.1 847 Node 14.2 6.56 NODE -4.1 845 Node 14.3 6.61 NODE -4.2 843 Node 14.4 6.68 NODE -4.2 014 Node 14.5 6.48 NODE -4.1 020 Node 14.8 6.86 NODE -4.3 007-0 Node 23 6.2 NODE -4 007-I Node 24.1 5.05 NODE -3.5 779-0 Node 24.8 3.57 NODE -2.8 779-I Node 31.7 2.49 NODE -2.4 780 Node 32.6 0.5 NODE -1.5 File: D:\dwg2\burns\1 Apartment Projects\Ashford Place Arlington\Building 1\Ashford Place Building 1.dwg Date 7/31/2025 Copyright©2002-2012 Tyco Fire Protection Products Page 9 Job:Ashford Place Building 1 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 ft 9pm/psi1/2 gpm ft2 psi psi gpm gpm/ft2 psi qpm 782 Node 34.4 -3 NODE 0 wl Supply -418.4 34.5 -3 SUPPLY 0 File: D:\dwg2\burns\1 Apartment Projects\Ashford Place Arlington\Building 1\Ashford Place Building 1.dwg Date 7/31/2025 Copyright©2002-2012 Tyco Fire Protection Products Page 10 Job:Ashford Place Building 1 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/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 601 8.31 5.6 14.8 1.5 11 100 7 602 8.26 5.6 14.8 1.728 0 0.0092 0.0 11 0.1 602 8.26 5.6 14.9 1.5 10 100 7.1 603 8.22 5.6 29.8 1.728 0 0.0334 0.0 10 0.3 603 8.22 5.6 15.3 1.5 10 100 7.5 604 8.17 5.6 45.1 1.728 0 0.072 0.0 10 0.7 604 8.17 5.6 16 1.5 11 100 8.2 605 8.12 5.6 61.1 1.728 0 0.1266 0.0 11 1.4 605 8.12 5.6 17.4 1.5 lx(tee-Br)=8.05 6.71 100 9.6 849 6.4 78.5 1.728 1x(90 ell)=4.02 12.07 0.2012 0.7 18.78 3.8 849 6.4 0 4 8 100 14.2 848 6.47 78.5 4.31 0 0.0023 0.0 8 0.0 848 6.47 78.6 4 11 100 14.1 847 6.56 157.1 4.31 0 0.0085 0.0 11 0.1 847 6.56 39.3 4 6.91 100 14.2 845 6.61 196.4 4.31 0 0.0128 0.0 6.91 0.1 845 6.61 38.5 4 8.52 100 14.3 843 6.68 234.9 4.31 0 0.0179 0.0 8.52 0.2 843 6.68 38.8 4 22.01 100 14.4 020 6.86 273.7 4.31 0 0.0237 -0.1 22.01 0.5 020 6.86 144.7 4 6x(90 ell)=39.95 95.61 100 14.8 007-0 6.2 418.4 4.31 lx(tee-Br)=16.69 56.64 0.052 0.3 152.25 7.9 007-0 6.2 0 4 1.15 23 DPV-1 007-I 5.05 418.4 0 0 0.5343 0.5 *** 1.15 0.6 007-I 5.05 0 4 1.48 120 24.1 779-0 3.57 418.4 4.31 0 0.0371 0.6 1.48 0.1 779-0 3.57 0 4 1.08 24.8 Ames 779-I 2.49 418.4 0 0 5.8766 0.5 Deringer 30 1.08 6.4 *** 779-I 2.49 0 4 1.99 120 31.7 780 0.5 418.4 4.31 0 0.0371 0.9 1.99 0.1 780 0.5 0 6 lx(45ell)=12.1 39.97 140 32.6 782 -3 418.4 6.4 1x(90 ell)=17.45 29.55 0.0041 1.5 69.52 1 0.3 File: D:\dwg2\burns\1 Apartment Projects\Ashford Place Arlington\Building 1\Ashford Place Building 1.dwg Date 7/31/2025 Copyright©2002-2012 Tyco Fire Protection Products Page 11 Job:Ashford Place Building 1 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/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 782 -3 0 8 lx(45ell)=16.74 94.8 140 34.4 W 1 -3 418.4 8.55 16.74 0.001 0 111.54 0.1 W 1 34.5 Path No: 2 606 8.31 5.6 14.8 1.5 11 100 7 607 8.26 5.6 14.8 1.728 0 0.0092 0.0 11 0.1 607 8.26 5.6 15 1.5 10 100 7.1 608 8.22 5.6 29.8 1.728 0 0.0335 0.0 10 0.3 608 8.22 5.6 15.3 1.5 10 100 7.5 609 8.17 5.6 45.1 1.728 0 0.0722 0.0 10 0.7 609 8.17 5.6 16.1 1.5 11 100 8.2 610 8.12 5.6 61.2 1.728 0 0.1269 0.0 11 1.4 610 8.12 5.6 17.4 1.5 lx(tee-Br)=8.05 6.64 100 9.7 848 6.47 78.6 1.728 1x(90 ell)=4.02 12.07 0.2016 0.7 18.72 1 3.8 848 14.1 Path No: 3 616 8.48 5.6 15.8 1 lx(tee-Br)=3.56 1.59 100 7.9 922 6.89 15.8 1.049 3.56 0.1173 0.7 5.15 0.6 922 6.89 0 1.5 11 100 9.2 921 6.85 15.8 1.728 0 0.0103 0.0 11 0.1 921 6.85 15.9 1.5 10 100 9.4 919 6.81 31.7 1.728 0 0.0375 0.0 10 0.4 919 6.81 16.2 1.5 lx(tee-Br)=8.05 2.45 100 9.8 913 6.8 47.9 1.728 8.05 0.0806 0 10.5 0.8 913 6.8 48.2 2.5 8.52 100 10.6 008 6.78 96.1 2.705 0 0.033 0 8.52 0.3 008 6.78 48.5 2.5 2x(tee-Br)=22.91 22.33 100 10.9 014 6.48 144.7 2.705 1x(90 ell)=4.56 27.47 0.0704 0.1 49.8 3.5 014 6.48 0 4 lx(tee-Br)=16.69 25.75 100 14.5 020 6.86 144.7 4.31 3x(90 ell)=19.97 36.67 0.0073 -0.2 62.42 0.5 020 14.8 File: D:\dwg2\burns\1 Apartment Projects\Ashford Place Arlington\Building 1\Ashford Place Building 1.dwg Date 7/31/2025 Copyright©2002-2012 Tyco Fire Protection Products Page 12 Job:Ashford Place Building 1 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/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 4 611 8.31 5.6 15.9 1.5 11 100 8 612 8.25 5.6 15.9 1.728 0 0.0104 0.0 11 0.1 612 8.25 5.6 16 1.5 10 100 8.2 613 8.2 5.6 31.9 1.728 0 0.0379 0.0 10 0.4 613 8.2 5.6 16.4 1.5 lx(tee-Br)=8.05 4.83 100 8.6 914 6.81 48.2 1.728 1x(90 ell)=4.02 12.07 0.0817 0.6 16.91 1.4 914 6.81 0 2.5 6.93 100 10.5 913 6.8 48.2 2.705 0 0.0092 0 6.93 0.1 913 10.6 Path No: 5 617 8.48 5.6 15.9 1 lx(tee-Br)=3.56 1.63 100 8 921 6.85 15.9 1.049 3.56 0.1187 0.7 5.2 0.6 921 9.4 Path No: 6 625 8.48 5.6 15.9 1 lx(tee-Br)=3.56 1.55 100 8.1 001 6.93 15.9 1.049 3.56 0.1192 0.7 5.11 0.6 001 6.93 0 1.5 2x(90 ell)=8.05 13 100 9.4 005 6.85 15.9 1.728 8.05 0.0105 0.0 21.05 0.2 005 6.85 16.1 1.5 10 100 9.6 006 6.79 32 1.728 0 0.0383 0.0 10 0.4 006 6.79 16.5 1.5 lx(tee-Br)=8.05 2.45 100 10 008 6.78 48.5 1.728 8.05 0.0825 0 10.5 0.9 008 10.9 Path No: 7 621 8.48 5.6 16.1 1 lx(tee-Br)=3.56 1.63 100 8.3 005 6.85 16.1 1.049 3.56 0.1219 0.7 5.19 0.6 005 9.6 Path No: 8 618 8.48 5.6 16.2 1 lx(tee-Br)=3.56 1.67 100 8.4 919 6.81 16.2 1.049 3.56 0.1234 0.7 5.24 0.6 919 9.8 File: D:\dwg2\burns\1 Apartment Projects\Ashford Place Arlington\Building 1\Ashford Place Building 1.dwg Date 7/31/2025 Copyright©2002-2012 Tyco Fire Protection Products Page 13 Job:Ashford Place Building 1 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/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 9 622 8.48 5.6 16.5 1 lx(tee-Br)=3.56 1.69 100 8.6 006 6.79 16.5 1.049 3.56 0.1267 0.7 5.25 0.7 006 10 Path No: 10 620 8.48 5.6 19.3 1 lx(tee-Br)=3.56 1.75 100 11.9 871 6.73 19.3 1.049 3.56 0.1704 0.8 5.31 0.9 871 6.73 19.2 1.5 lx(tee-Br)=8.05 4 100 13.6 845 6.61 38.5 1.728 8.05 0.0539 0.1 12.051 1 0.6 845 14.3 Path No: 11 619 8.48 5.6 19.2 1 lx(tee-Br)=3.56 1.43 100 11.8 872 7.05 19.2 1.049 3.56 0.1691 0.6 4.99 0.8 872 7.05 0 1.5 11 100 13.3 871 6.73 19.2 1.728 0 0.0149 0.1 11 0.2 871 13.6 Path No: 12 623 8.48 5.6 19.3 1 lx(tee-Br)=3.56 1.43 100 11.9 875 7.05 19.3 1.049 3.56 0.1708 0.6 4.99 0.9 875 7.05 0 1.5 11 100 13.4 874 6.78 19.3 1.728 0 0.015 0.1 11 0.2 874 6.78 19.4 1.5 lx(tee-Br)=8.05 4 100 13.7 843 6.68 38.8 1.728 8.05 0.0545 0.0 12.051 1 0.7 843 14.4 Path No: 13 624 8.48 5.6 19.4 1 lx(tee-Br)=3.56 1.7 100 12 874 6.78 19.4 1.049 3.56 0.1723 0.7 5.26 0.9 874 13.7 File: D:\dwg2\burns\1 Apartment Projects\Ashford Place Arlington\Building 1\Ashford Place Building 1.dwg Date 7/31/2025 Copyright©2002-2012 Tyco Fire Protection Products Page 14 Job:Ashford Place Building 1 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/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 14 614 8.31 5.6 19.6 1.5 11 100 12.2 615 8.25 5.6 19.6 1.728 0 0.0154 0.0 11 0.2 615 8.25 5.6 19.7 1.5 1x(tee-Br)=8.05 6.68 100 12.4 847 6.56 39.3 1.728 1x(90 ell)=4.02 12.07 0.0559 0.7 18.751 1 1 847 14.2 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 10.75 ft/s occurs in the following pipe(s): (848-610) *** 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: D:\dwg2\burns\1 Apartment Projects\Ashford Place Arlington\Building 1\Ashford Place Building 1.dwg Date 7/31/2025 Copyright©2002-2012 Tyco Fire Protection Products Page 15 Job:Ashford Place Building 1 Device Graphs Pressure vs. Flow Function Design Area:6; Supply Ref.:W1; Supply Name:W1 50 45 40 35 .N C � 30 3 N tll 25 N a 20 15 10 5 0 Flow,gpm Pressure Loss Function Design Area: 6; BFP Ref.: 1184 (Ames Deringer 30, Size = 4); Inlet Node: 779-I; Outlet Node: 779-0 17.15 16.15 15.15 14.1 s 13.15 12.1 s .N 11.15 a 10.15 d 7 9.15 W R.IS 6.4 psi @ 418.4 g pm d 7.15 6.15 5.15 415 3.15 2.15 L15 0.15 Flow,gpm File: D:\dwg2\burns\1 Apartment Projects\Ashford Place Arlington\Building 1\Ashford Place Building 1.dwg Date 7/31/2025 Copyright©2002-2012 Tyco Fire Protection Products Page 16 Job:Ashford Place Building 1 Device Graphs Pressure Loss Function Design Area: 6; DPV Ref.: 1181 (DPV-1, Size = 4); Inlet Node: 007-I; Outlet Node: 007-0 8.9 7.9 6.9 Hl 5.9 N N 4.9 N N d 3.9 2.9 L9 0.6 psi @ 418.4 gpm 0.9 0 00 00 0 00 0 � oo � o 0 Flow,gpm File:D:\dwg2\burns\1 Apartment Projects\Ashford Place Arlington\Building 1\Ashford Place Building 1.dwg Date 7/31/2025 Copyright©2002-2012 Tyco Fire Protection Products Page 17 CALCULATION SUMMARY Project Name:Ashford Place Building 1 Project Location: 16517 Smokey Point Blvd. Contract No. : 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 (ft2) (gpm) (psi) (gpm/ftz) (psi) (gpm) # (gpm) (psi) 7 Demand (HW) OH1 1950 897.1 Required 0.15 8.8 16.7 21 500 9.6 31.8 •..rrrr rrrrrrrrrr rrrr.r.rr......• • WASHINGTON STATE • • x�'� !FIRE CERTIFICATE OF SYYSSTE�i1S David Yates 2805-0888-C Level ; • Bums Fire Protection Systems. Inc. • M SFP' DU g/5/2 5 77Mnature Data so....r....r...................� File: D:\dwg2\burns\1 Apartment Projects\Ashford Place Arlington\Building 1 Wshford Place Building 1.dwg Date 7/31/2025 Copyright©2002-2012 Tyco Fire Protection Products Page 1 HYDRAULIC CALCULATIONS for Job Information Project Name:Ashford Place Building 1 Contract No. : City: Arlington, WA 98223 Project Location: 16517 Smokey Point Blvd. Date:7/31/2025 Contractor Information Name of Contractor: Address: City: Phone Number: E-mail: Name of Designer: Authority Having Jurisdiction: Design Remote Area Name 7 Remote Area Location PARKING GARAGE Occupancy Classification OH1 Density(gpm/ft2) 0.15 Area of Application(ft2) 1950 Coverage per Sprinkler(ft2) 111 Number of Calculated Sprinklers 21 In-Rack Demand(gpm) 0 Special Heads Hose Streams(gpm) 500 Total Water Required(incl. Hose Streams)(gpm) 897.1 Required Pressure at Source(psi) 31.8 Type of System Dry Volume-Downstream DPV (gal) 226 gal Water Supply Information Date 07/10/2025 Location Site Source W 1 Notes INCREASED BY 30% FOR DRY SYSTEM PER NFPA#13 File: D:\dwg2\burns\1 Apartment Projects\Ashford Place Arlington\Building 1\Ashford Place Building 1.dwg Date 7/31/2025 Copyright©2002-2012 Tyco Fire Protection Products Page 2 Job:Ashford Place Building 1 Node Labels: Off Pipe Labels: Off Diagram for Design Area : 7 (Optimized Hvdraulic Simolified) • • File: D:\dwg2\burns\1 Apartment Projects\Ashford Place Arlington\Building 1\Ashford Place Building 1.dwg Date 7/31/2025 Copyright©2002-2012 Tyco Fire Protection Products Page 3 Job:Ashford Place Building 1 Hydraulic Analysis for : 7 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 :W 1 Flow(gpm) Pressure(psi) 0 47 843 42 Supply Analysis Static Pressure Residual Flow Available Total Demand Required Pressure Node at Source (psi) Pressure (gpm) Pressure (gpm) (psi) (psi) (psi) W 1 47 42 843 41.4 897.1 31.8 Hoses Inside Hose Flow/Standpipe Demand(gpm) Outside Hose Flow(gpm) Additional Outside Hose Flow(gpm) 500 Other(custom defined) Hose Flow(gpm) ...............................................................................................I............................................................................................................................................................................................................................................................................................................................................ Total Hose Flow(gpm) 500 Sprinklers Ovehead Sprinkler Flow(gpm) 397.1 InRack Sprinkler Flow(gpm) 0 Other(custom defined)Sprinkler Flow(gpm) 0 ............................................................................................................................................................................................................................................................................................................................................................................................................................................. Total Sprinkler Flow(gpm) 397.1 Other Required Margin of Safety(%) 10 W 1 -Pressure(psi) 31.8 W1 -Flow(gpm) 397.1 Demand w/o System Pump(s) N/A File: D:\dwg2\burns\1 Apartment Projects\Ashford Place Arlington\Building 1\Ashford Place Building 1.dwg Date 7/31/2025 Copyright©2002-2012 Tyco Fire Protection Products Page 4 Job:Ashford Place Building 1 Hydraulic Analysis for : 7 a Supply Supply;Safety Pressure f System Demand f Add.Out.Hose 0 Available At Source 60 S1 IF 41.4 psi C 897.1 g p m - �--� S2 40.142 40 N D2 D3 Q N L 7 30 - N N N L a 20 10 D1 . 0 0 300 400 500 600 700 800 900 1000 Flow,gpm File:D:\dwg2\burns\1 Apartment Projects\Ashford Place Arlington\Building 1\Ashford Place Building 1.dwg Date 7/31/2025 Copyright©2002-2012 Tyco Fire Protection Products Page 5 Job:Ashford Place Building 1 Hydraulic Analysis for : 7 Graph Labels Values Label Description Flow (gpm) Pressure (psi) S1 Supply point#1 -Static 0 47 S2 Supply point#2-Residual 843 42 D1 Elevation Pressure 0 4.9 D2 System Demand 397.1 31.8 D3 System Demand+Add.Out.Hose 897.1 31.8 Curve Intersections & Safety Margins Curve Name Intersection Safety Margin Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 45.1 494 9.6 897.1 Supply;Safety Pressure 40.8 464.5 5.5 897.1 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psi1/2) (gpm/ftz) (gpm) (psi) (gpm/ft2) (gpm) (psi) 701 Overhead 111 5.6 0.15 16.7 8.8 0.167 18.5 11 Sprinkler 702 Overhead 111 5.6 0.15 16.7 8.8 0.169 18.7 11.2 Sprinkler 703 Overhead 111 5.6 0.15 16.7 8.8 0.174 19.3 11.9 Sprinkler 704 Overhead 111 5.6 0.15 16.7 8.8 0.164 18.3 10.6 Sprinkler 705 Overhead 111 5.6 0.15 16.7 8.8 0.155 17.2 9.4 Sprinkler 706 Overhead 111 5.6 0.15 16.7 8.8 0.151 16.7 8.9 Sprinkler 707 Overhead 111 5.6 0.15 16.7 8.8 0.15 16.7 8.8 Sprinkler 708 Overhead 111 5.6 0.15 16.7 8.8 0.17 18.9 11.4 Sprinkler 709 Overhead 111 5.6 0.15 16.7 8.8 0.172 19.1 11.6 Sprinkler 710 Overhead 111 5.6 0.15 16.7 8.8 0.177 19.6 12.3 Sprinkler 711 Overhead 111 5.6 0.15 16.7 8.8 0.167 18.6 11 Sprinkler 712 Overhead 111 5.6 0.15 16.7 8.8 0.158 17.5 9.8 Sprinkler File: D:\dwg2\burns\1 Apartment Projects\Ashford Place Arlington\Building 1\Ashford Place Building 1.dwg Date 7/31/2025 Copyright©2002-2012 Tyco Fire Protection Products Page 6 713 Overhead ill 5.6 0.15 16.7 8.8 0.153 17 9.2 Sprinkler 714 Overhead ill 5.6 0.15 16.7 8.8 0.153 16.9 9.2 Sprinkler 715 Overhead ill 5.6 0.15 16.7 8.8 0.181 20.1 12.9 Sprinkler 716 Overhead ill 5.6 0.15 16.7 8.8 0.172 19.1 11.6 Sprinkler 717 Overhead ill 5.6 0.15 16.7 8.8 0.17 18.8 11.3 Sprinkler 718 Overhead ill 5.6 0.15 16.7 8.8 0.183 20.3 13.1 Sprinkler 719 Overhead ill 5.6 0.15 16.7 8.8 0.186 20.6 13.6 Sprinkler 720 Overhead ill 5.6 0.15 16.7 8.8 0.195 21.6 14.9 Sprinkler 721 Overhead ill 5.6 0.15 16.7 8.8 0.212 23.5 17.6 Sprinkler File:D:\dwg2\burns\1 Apartment Projects\Ashford Place Arlington\Building 1\Ashford Place Building 1.dwg Date 7/31/2025 Copyright©2002-2012 Tyco Fire Protection Products Page 7 Job:Ashford Place Building 1 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 ft 9pm/psi1/2 gpm ft2 psi psi gpm gpm/ft2 psi qpm 707 Overhead Sprinkler 5.6 16.7 111 8.8 8.8 8.31 HEAD Open 0 0.15 -4.9 16.7 706 Overhead Sprinkler 5.6 16.7 111 8.9 8.8 8.29 HEAD Open 0.1 0.151 -4.9 16.7 714 Overhead Sprinkler 5.6 16.9 111 9.2 8.8 8.31 HEAD Open 0.3 0.153 -4.9 16.7 713 Overhead Sprinkler 5.6 17 111 9.2 8.8 8.29 HEAD Open 0.4 0.153 -4.9 16.7 705 Overhead Sprinkler 5.6 17.2 111 9.4 8.8 8.24 HEAD Open 0.6 0.155 -4.9 16.7 712 Overhead Sprinkler 5.6 17.5 111 9.8 8.8 8.24 HEAD Open 0.9 0.158 -4.9 16.7 704 Overhead Sprinkler 5.6 18.3 111 10.6 8.8 8.18 HEAD Open 1.6 0.164 -4.8 16.7 701 Overhead Sprinkler 5.6 18.5 111 11 8.8 8.31 HEAD Open 1.9 0.167 -4.9 16.7 711 Overhead Sprinkler 5.6 18.6 111 11 8.8 8.18 HEAD Open 1.9 0.167 -4.8 16.7 702 Overhead Sprinkler 5.6 18.7 111 11.2 8.8 8.23 HEAD Open 2.1 0.169 -4.9 16.7 717 Overhead Sprinkler 5.6 18.8 111 11.3 8.8 8.31 HEAD Open 2.2 0.17 -4.9 16.7 708 Overhead Sprinkler 5.6 18.9 111 11.4 8.8 8.31 HEAD Open 2.2 0.17 -4.9 16.7 709 Overhead Sprinkler 5.6 19.1 111 11.6 8.8 8.23 HEAD Open 2.4 0.172 -4.9 16.7 716 Overhead Sprinkler 5.6 19.1 111 11.6 8.8 8.28 HEAD Open 2.5 0.172 -4.9 16.7 703 Overhead Sprinkler 5.6 19.3 111 11.9 8.8 8.15 HEAD Open 2.6 0.174 -4.8 16.7 710 Overhead Sprinkler 5.6 19.6 111 12.3 8.8 8.15 HEAD Open 3 0.177 -4.8 16.7 715 Overhead Sprinkler 5.6 20.1 111 12.9 8.8 8.24 HEAD Open 3.5 0.181 -4.9 16.7 718 Overhead Sprinkler 5.6 20.3 111 13.1 8.8 8.31 HEAD Open 3.6 0.183 -4.9 16.7 719 Overhead Sprinkler 5.6 20.6 111 13.6 8.8 8.15 HEAD Open 4 0.186 -4.8 16.7 720 Overhead Sprinkler 5.6 21.6 111 14.9 8.8 7.99 HEAD Open 5 0.195 -4.8 16.7 721 Overhead Sprinkler 5.6 23.5 111 17.6 8.8 8.31 HEAD Open 6.9 0.212 -4.9 16.7 794 Node 13.3 8.15 NODE -4.8 790 Node 13.7 8.15 NODE -4.8 789 Node 16.7 8.15 NODE -4.8 807 Node 17.1 6.92 NODE -4.3 File: D:\dwg2\burns\1 Apartment Projects\Ashford Place Arlington\Building 1\Ashford Place Building 1.dwg Date 7/31/2025 Copyright©2002-2012 Tyco Fire Protection Products Page 8 Job:Ashford Place Building 1 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 ft 9pm/psi1/2 gpm ft2 psi psi gpm gpm/ft2 psi qpm 784 Node 19 6.67 NODE -4.2 003 Node 19 6.66 NODE -4.2 007-0 Node 20.8 6.2 NODE -4 007-I Node 21.9 5.05 NODE -3.5 779-0 Node 22.5 3.57 NODE -2.8 779-I Node 29 2.49 NODE -2.4 780 Node 29.9 0.5 NODE -1.5 782 Node 31.7 -3 NODE 0 wi Supply -397.1 31.8 -3 SUPPLY 0 File: D:\dwg2\burns\1 Apartment Projects\Ashford Place Arlington\Building 1\Ashford Place Building 1.dwg Date 7/31/2025 Copyright©2002-2012 Tyco Fire Protection Products Page 9 Job:Ashford Place Building 1 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/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 707 8.31 5.6 16.7 1.5 6.5 100 8.8 706 8.29 5.6 16.7 1.728 0 0.0114 0.0 6.5 0.1 706 8.29 5.6 16.7 1.5 12 100 8.9 705 8.24 5.6 33.4 1.728 0 0.0413 0.0 12 0.5 705 8.24 5.6 17.2 1.5 13 100 9.4 704 8.18 5.6 50.6 1.728 0 0.0892 0.0 13 1.2 704 8.18 5.6 18.3 1.5 lx(tee-Br)=8.05 8.5 100 10.6 794 8.15 68.8 1.728 8.05 0.1578 0.0 16.55 2.6 794 8.15 56.6 2.5 8.5 100 13.3 790 8.15 125.4 2.705 0 0.054 0 8.5 0.5 790 8.15 127.6 2.5 lx(tee-Br)=11.46 3.53 100 13.7 789 8.15 253 2.705 11.46 0.1982 0 14.99 3 789 8.15 58 4 2x(90 ell)=13.32 42.48 100 16.7 784 6.67 311.1 4.31 13.32 0.0301 0.6 55.79 1.7 784 6.67 62.5 4 0.5 100 19 003 6.66 373.6 4.31 0 0.0422 0 0.5 0.0 003 6.66 23.5 4 3x(90 ell)=19.97 13.42 100 19 007-0 6.2 397.1 4.31 19.97 0.0472 0.2 33.39 1.6 007-0 6.2 0 4 1.15 20.8 DPV-1 007-I 5.05 397.1 0 0 0.4816 0.5 *** 1.15 0.6 007-I 5.05 0 4 1.48 120 21.9 779-0 3.57 397.1 4.31 0 0.0337 0.6 1.48 0.0 779-0 3.57 0 4 1.08 22.5 Ames 779-I 2.49 397.1 0 0 5.4992 0.5 Deringer 30 1.08 6 *** 779-I 2.49 0 4 1.99 120 29 780 0.5 397.1 4.31 0 0.0337 0.9 1.99 0.1 780 0.5 0 6 lx(45ell)=12.1 39.97 140 29.9 782 -3 397.1 6.4 1x(90 ell)=17.45 29.55 0.0037 1.5 69.52 0.3 782 -3 0 8 lx(45ell)=16.74 94.8 140 31.7 W 1 -3 397.1 8.55 16.74 0.0009 0 111.54 0.1 W 1 31.8 File: D:\dwg2\burns\1 Apartment Projects\Ashford Place Arlington\Building 1\Ashford Place Building 1.dwg Date 7/31/2025 Copyright©2002-2012 Tyco Fire Protection Products Page 10 Job:Ashford Place Building 1 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/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 2 714 8.31 5.6 16.9 1.5 6.5 100 9.2 713 8.29 5.6 16.9 1.728 0 0.0118 0.0 6.5 0.1 713 8.29 5.6 17 1.5 12 100 9.2 712 8.24 5.6 34 1.728 0 0.0427 0.0 12 0.5 712 8.24 5.6 17.5 1.5 13 100 9.8 711 8.18 5.6 51.5 1.728 0 0.0921 0.0 13 1.2 711 8.18 5.6 18.6 1.5 lx(tee-Br)=8.05 8.49 100 11 790 8.15 70.1 1.728 8.05 0.163 0.0 16.54 2.7 790 13.7 Path No: 3 701 8.31 5.6 18.5 1.5 13 100 11 702 8.23 5.6 18.5 1.728 0 0.0139 0.0 13 0.2 702 8.23 5.6 18.7 1.5 13 100 11.2 703 8.15 5.6 37.3 1.728 0 0.0506 0.0 131 1 0.7 703 8.15 5.6 19.3 1.5 lx(tee-Br)=8.05 4.5 100 11.9 794 8.15 56.6 1.728 8.05 0.1097 0 12.55 1.4 794 13.3 Path No: 4 717 8.31 5.6 18.8 1.25 13 100 11.3 716 8.28 5.6 18.8 1.53 0 0.0258 0.0 13 0.3 716 8.28 5.6 19.1 1.25 13 100 11.6 715 8.24 5.6 37.9 1.53 0 0.0946 0.0 13 1.2 715 8.24 5.6 20.1 1.25 lx(tee-Br)=7.07 6.98 100 12.9 807 6.92 58 1.53 1x(90 ell)=3.54 10.61 0.208 0.6 17.59 3.7 807 6.92 0 4 1x(90 ell)=6.66 42.57 100 17.1 789 8.15 58 4.31 lx(tee-Br)=16.69 23.35 0.0013 -0.5 65.921 1 0.1 789 16.7 File: D:\dwg2\burns\1 Apartment Projects\Ashford Place Arlington\Building 1\Ashford Place Building 1.dwg Date 7/31/2025 Copyright©2002-2012 Tyco Fire Protection Products Page 11 Job:Ashford Place Building 1 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/psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 5 708 8.31 5.6 18.9 1.5 13 100 11.4 709 8.23 5.6 18.9 1.728 0 0.0144 0.0 13 0.2 709 8.23 5.6 19.1 1.5 13 100 11.6 710 8.15 5.6 37.9 1.728 0 0.0523 0.0 131 1 0.7 710 8.15 5.6 19.6 1.5 lx(tee-Br)=8.05 4.5 100 12.3 790 8.15 57.6 1.728 8.05 0.1132 0 12.55 1.4 790 13.7 Path No: 6 718 8.31 5.6 20.3 1.25 13 100 13.1 719 8.15 5.6 20.3 1.53 0 0.0296 0.1 13 0.4 719 8.15 5.6 20.6 1.25 12 100 13.6 720 7.99 5.6 40.9 1.53 0 0.1087 0.1 12 1.3 720 7.99 5.6 21.6 1.25 lx(tee-Br)=7.07 4.04 100 14.9 784 6.67 62.5 1.53 1x(90 ell)=3.54 10.61 0.2388 0.6 14.641 1 3.5 784 19 Path No: 7 721 8.31 5.6 23.5 1.25 lx(tee-Br)=7.07 6.93 100 17.6 003 6.66 23.5 1.53 1x(90 ell)=3.54 10.61 0.039 0.7 17.53 0.7 003 19 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 14.13 ft/s occurs in the following pipe(s): (789-790) *** 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: D:\dwg2\burns\1 Apartment Projects\Ashford Place Arlington\Building 1\Ashford Place Building 1.dwg Date 7/31/2025 Copyright©2002-2012 Tyco Fire Protection Products Page 12 Job:Ashford Place Building 1 Device Graphs Pressure vs. Flow Function Design Area:7; Supply Ref.:W1; Supply Name:W1 so 45 40 35 .N Q � 30 7 U1 �! 25 N a` 20 15 to 5 0 0 0 0 0 0 0 o a Flow,gpm Pressure Loss Function Design Area: 7; BFP Ref.: 1168 (Ames Deringer 30, Size = 4); Inlet Node: 779-I; Outlet Node: 779-0 I7.15 16.15 15.15 14.15 13.15 12.15 N 11.1 a 10.15 N 3 9.1 1A y 8.1 a 71 6 psi @ 397.1 gpm 6.1 5.1 4.1 3.1 2.1 1.1 0.1 0 0 0 0 0 0 0 0 0 0 0 0 Flow,gpm File:D:\dwg2\burns\1 Apartment ProjectsWshford Place Arlington\Building 1\Ashford Place Building 1.dwg Date 7/31/2025 Copyright @ 2002-2012 Tyco Fire Protection Products Page 13 Job:Ashford Place Building 1 Device Graphs Pressure Loss Function Design Area: 7; DPV Ref.: 1165 (DPV-1, Size = 4); Inlet Node: 007-I; Outlet Node: 007-0 8.9 7.9 6.9 Hl 5.9 N N 4.9 N N d 3.9 2.9 L9 0.6 psi @ 397.1 gpm 0.9 0 00 00 0 00 0 � oo � o 0 iLoo Flow,gpm File:D:\dwg2\burns\1 Apartment Projects\Ashford Place Arlington\Building 1\Ashford Place Building 1.dwg Date 7/31/2025 Copyright©2002-2012 Tyco Fire Protection Products Page 14 Burns Fire Protection Systems, Inc. P.O. Box 1110 Granite Falls, WA 98252 PH: (425) 388-0124 City of Arlington Building Department APPROVED Kevin Olander- 10/13/2025 No changes authorized unless approved by Ashford Place- Bldg #1 the Building Official 16517 Smokey Pt Blvd Arlington, WA 98223 Item No DESCRIPTION MANUFACTURER MFG. NO. FINISH REMARKS Riser Manifold Tyco RM-2 Backflow Preventor Ames Deringer 30 Check Valve Tyco CV-1 Air Compressor General Hose Valve FPPI Dry Valve Tyco DPV-1 Butterfly Valve Tyco BFV-N Electric Bell Potter Red Sprinkler Head Tyco TY2236 Sprinkler Head Tyco TY313 Sprinkler Head Tyco TY3131 Sprinkler Head Tyco TY3231 CPVC Pipe & Fittings Tyco Blazemaster Storage Cabinet FPPI Red Steel Pipe Bull Moose Sch 10/40 1 Eddy Flow Blk Sammy Screw All Buildex Hangers Caddy Surge Restrainer Afcon AF310 Sway Bracing Afcon AF035 Universal Swivel Afcon AF700 CPVC Strap Tolco Fig24 Offset Hanger Tolco Fig28 Seismic Bracing Afcon AF730 Sway Brace Afcon AF001 Grooved Coupling Victaulic 009H Orange Grooved Fitting Victaulic Orange Mech Tee Tyco 730 Orange Threaded Fittings Shurjoint Blk AIR PRODUCTS OL Plus Series - Single Phase, Riser Mounted Air Compressors for Dry Pipe Sprinkler Systems O L UThis oil less riser mounted air compressor is UL1450 listed - oL Series for use in sprinkler systems. - UL1450 listed - Integrated Air Intake Filters - Oil Less Piston Compressor - Fully automatic, direct drive - UL Listed Pressure Switch - Max Pressure: 60 PSI - Bubble tight air check valve - 30" Stainless Steel Flex Hose - Permanently lubricated bearings - Riser Mounting Kit - Specifically designed to fill the sprinkler system to 40 PSI in 30 minutes MotorSystem Model Average 125 gal. OL12516AC 1.52 1/6 12 16" 12" 12" 30 250 gal. OL25033AC 3.03 1/3 12 16" 12" 12" 31 365 gal. OL36550AC 4.43 1/2 12 16" 15" 101, 38 430 gal. OL43075AC 5.21 3/4 10 17" 15"' 101, 48 615 gal. OL615100AC* 7.46 1 6 17" 15" 10" 48 915 gal. OL915150AC* 11.10 1 1/2 6 23" 15" 101, 60 1225 gal. OL1225200AC* 14.85 2 10 24" 15" 11" 70 Accessories: Notes: Air Maintenance Device- Part#AMD-1 + System Capacity based on 70°F system temperature. The AMD-1 regulates the volume of air being delivered ** Average CFM is the average free air delivery from q to the sprinkler system by the air compressor. 0 to 40 PSIG a Per NFPA 13-An Air Maintenance Device is required ++ Recommended Wire Sizes based on 100ft run. on every system unless the air compressor has a capacity less than 5.5 ft3/min at 10 psi. consult factory for longer or shorter runs. * Compressor has a capacity above 5.5 CFM at 10 PSI. Motor Line Starters - Thermal Overload Protection Air Maintenence Device required per NFPA 13 Single Phase VOLTAGE-All Single Phase Units 115 or 208-230 Volt 115V 208/230V Size Model except OL1225200AC which is 208-230 only. 1/3 HP 1 HP 00 MGOOA Maximum 1 HP 2 HP 0 MGXOA QO H 2 HP 3 HP 1 MG01A 3 HP 5 HP 1P MG15A When Ordering a Motor Starter you must specify HP, Voltage - —� and Phase that is supplied to the motor. ®WARNING:Cancer and Reproductive Harm-www.o65wamings.ca.gov www.generalairproducts.com 1-800-345-8207 AIR PRODUCTS OL Plus Series - Single Phase Riser Mounted Fire Protection Air Compressor Electrical Cut Sheet OLThis oil less riser mounted air U� UL compressor is UL1450 listed Series for use in sprinkler systems. Factory Amperage (amps) Recommended ize .Model Nominal Wired Based on Run . . . - VoltageNumber HP Up 115 5 35 12 12 12 OL12516AC 1/6 115 208 2.3 16.1 12 12 12 230 2.5 17.5 12 12 12 115 7.4 51.8 12 12 8 OL25033AC 1/3 115 208 3.5 24.5 12 12 12 230 3.7 25.9 12 12 12 115 10 70 12 10 8 OL36550AC 1/2 115 208 4.9 34.3 12 12 12 230 5 35 12 12 12 115 11.6 81.2 12 10 6 OL43075AC 3/4 115 208 5 35 12 12 12 230 5.8 40.6 12 12 12 115 18 126 12 8 6 OL615100AC 1 115 208 7.7 53.9 12 12 12 230 9 63 12 12 12 115 16.6 116.2 12 8 6 OL915150AC 11/2 115 208 8.2 57.4 12 12 12 230 8.3 58.1 12 12 12 OL1225200AC 2 208-230 208 11.6 81.2 12 12 10 230 11 77 12 12 10 Note: Wire sizes are based on maintaining 90%of the nominal voltage at starting amps. Starting amps are assumed to be 6 times the SFA. Warning: Failure to consult with a licensed electrical professional can result in serious personal injury or death. Disconnect all power before servicing. Undersized wire between the motor and the power source will limit the starting and load carrying abilities of the motor causing motor overheating and permanent damage to the motor. Wire sizes listed are recommendations only. Consult the National Electric Code(NEC)and any applicable local electrical safety codes.The NEC and GAP recommends a maximum voltage drop of 3%. Install motors and related equipment in accordance with the National Electrical Code(NEC) local electrical safety codes and practices. It is always the electrician's responsibility to determine and install a wire size that ensures motors can start and run well. www.generalairproducts.com 1-800-345-8207 7 w A/R PRODUCTS OL Plus Series - Connection Diagram OA ' This oil less riser mounted air Z1�� UL compressor is UL1450 listed - Series for use in sprinkler systems. _ System Layout PRESSURE SWITCH MUST or. BE WIRED IN CIRCUIT TO INDUSTRIAL CONTROL COMPRESSOR Main DISCONNECT SWITCH Power 9 OFT WIRE RUN, TOTAL LENGTH RISER NOTES: 1.MOST MOTORS ARE MULTIPLE VOLTAGE.CHECK NAME PLATE FOR CORRECT INTERNAL CONNECTIONS FOR VOLTAGE BEING SUPPLIED TO UNIT. 2.ALL WIRING TO BE IN ACCORDANCE WITH THE APPLICABLE STATE.LOCAL,AND NATIONAL CODES SHOULD BE APPROVED BY AHI. AIR TO SYSTEM Pressure Switch Connection SWP60401 U-C SWP60601 U PRESSURE SWITCH for 1/6 - 1/2 HP for 3/4-2 HP POWER SUPPLY Diagram +�� M. . L23Note:Location of pressure switch varies based on Ll L2model.This is a general diagram of components.For Ehelp specific to your switch please contact General Air POWERProducts. I41 iSUPPLY RT2L2 aB Warning: Failure to consult with a licensed electrical professional can result in serious personal injury or death. Disconnect all power before servicing. Undersized wire between the motor and the power source will limit the starting and load carrying abilities of the motor causing motor overheating and permanent damage to the motor. Wire sizes listed are recommendations only. Consult the National Electric Code (NEC)and any applicable local electrical safety codes.The NEC and GAP recommends a maximum voltage drop of 3%. Install motors and related equipment in accordance with the National Electrical Code (NEC) local electrical safety codes and practices. It is always the electrician's responsibility to determine and install a wire size that ensures motors can start and run well. www.generalairproducts.com 1-800-345-8207 Angle Hose Valves 111S1S7r--0L FPPI° Description Angle hose valves feature all brass"construction with forged or cast bodies '' for rigidity and light weight. Typical uses are in rack assemblies or any other application which requires a listed fire hose valve. Available in rough brass or polished chrome finish with a red hand wheel. UL, ULc Listed, FM Approved. Rated 300psi Installation Specifications Install in accordance with customary installation practices. Use an approved thread sealant such as PipeFit°Thread Sealing Paste with PTFE on the male Material: Cast or Forged Brass Body threads to which the valve is being installed. Finish: DO NOT OVER TIGHTEN. Over tightening of the valve during installation Rough Brass Polished Chrome* to the male pipe threads may crack or deform the valve body. Only use tools suitable for the installation of this product. Do not use pipe wrench Threads: extenders to increase leverage on pipe wrenches. This may result in valve 2 1/2" FNPT x FNPT damage as well as personal injury. x MNST x MBCT x MQST x MONT x MPHX x MTEM x MCLV x MNYFD x MDET x MCF x MRCH 21/2" GRV x FNPT x MNST x MQST x MNYFD 2 1/2" FNPT x 3 MNST The information contained herein is produced in good faith and is believed to be reliable but is provided for guidance 1 1/2" FNPT x FNPT and information purposes only.FPPI and its agents cannot assume liability or responsibility for results obtained in the x MNST use or misuse of its product by persons whose methods and qualifications are outside and beyond our control.It is the user's responsibility to determine the suitability of,methods of use,preparation prior to use,and appropriate installation `Contains lead.Not for use in for all products purchased from FPPI.It is the user's sole responsibility to observe and adapt such precautions as may water systems intended for human be advisable or necessary for the protection of personnel and property in the handling and use of any of our products. consumption. 3198 LIONSHEAD AVE CARLSBAD, CA 92010 +1 (760)599-1168 +1 (800)344-1822 +1 (800)344-3775 FAX C ul us FM APPROVED ©2017 Fire Protection Products,Inc. 37WL TATA TT U1111fill IT, tqC0 Fire & Buildings Products Technical Services: Tel: (800) 381-9312/ Fax: (800)791-5500 Model BFV-N Butterfly Valve Wafer Style 21nch - 12 Inch (DN50 - DN300) General Technical Description Data ' The Model BFV-N Wafer Style Butter- Model fly Valves (Ref. Figure 1) are indicat- BFV-N ing type valves designed for use in fire Sizes:ANSI Inches/DN protection systems where a visual in- 2 (DN50), 2-1/2(DN65), 3 (DN80), dication is required as to whether the 4(DN100), 5(DN125), 6(DN150), valve is open or closed.They are used, 8(DN200), 10(DN250), 12 (DN300) for example, as system, sectional, and Approvals pump water control valves. They are The 2 through 12 inch (DN50 - DN300) suitable for installation between ANSI Model BFV-N Wafer Style Butterfly Class 125 or 150 flanges without the Valves are UL and C-UL Listed and FM need for flange gaskets. Approved. For applications requiring supervision In addition, the Model BFV-N Wafer of the open position of the valve, the Style Butterfly Valves are listed by the Gear Operators for the Model BFV-N California State Fire Marshall under Butterfly Valves are provided with Listing No.7770-1670:101. two sets of factory installed internal switches each having SPDT contacts. All laboratory listings and approvals are The supervisory switches transfer their for indoor and outdoor use. Friction Loss electrical contacts when there is move- Maximum Working Pressure The approximate friction loss, based ment from the valve's normal open po- 250 psi (17,2) bar on the Hazen Williams formula and ex- sition during the first two revolutions of Materials of Construction: pressed in equivalent length of pipe the handwheel. Body with C= 120, is as follows. Unless oth- WARNINGS Ductile iron conforming to ASTM A-536 erwise indicated, the data is based on The Model BFV-N Wafer Style Butter- Disc friction loss information collected at a flyValves described herein must be in- typical flow rate of 15 feet per second. Ductile iron conforming to ASTM A-395, .4.4 feet of 2 inch Sch. 40 pipe for stalled and maintained in compliance Nickel Plated with this document, as well as with the the 2 inch valve. applicable standards of the National Seat Material • 6.2 feet of 2-1/2 inch Sch. 40 pipe Fire Protection Association, in addition Grade EPDM "E" rubber conforming for the 2-1/2 inch valve. to the standards of any other authori- to ASTM D-2000 • 7.6 feet of 3 inch Sch. 40 pipe for ties having jurisdiction. Failure to do Upper Stem the 3 inch valve. so may impair the performance of Type 416 Stainless Steel conforming •9.2 feet of 4 inch Sch. 40 pipe for these devices. to ASTM 582 the 4 inch valve. The owner is responsible for maintain- Operator •9.0 feet* of 5 inch Sch. 40 pipe for ing their fire protection system and de- Gear operator with iron housing the 5 inch valve. vices in proper operating condition. • 8.2 feet of 6 inch Sch. 40 pipe for The installing contractor or sprinkler the 6 inch valve. manufacturer should be contacted • 12.7 feet*of 8 inch Sch.30 pipe for with any questions. the 8 inch valve. •20.1 feet*of 10 inch Sch.30 pipe for the 10 inch valve. •22.3 feet* of 12 inch Sch. 30 pipe for the 12 inch valve. *NFPA 13 Page 1 of 4 MAY, 2007 TFP1515 Page 2 of 4 TFP1515 Nominal Nominal Installation Dimensions in Inches and(mm) Weight Valve Sizes A B C D E F G H J K lbs.lbs. 2" 2.53 1.68 12.62 2.88 6.48 6.00 5.80 2.12 1.38 5/8 21 DN50 (64,0) (43,0) (320,5) (73,0) (164,6) (152,4) (147,3) (53,8) (35,1) (15,9) (10,0) 2-1/2" 2.90 1.81 13.51 3.25 6.98 6.00 5.80 2.12 2.00 5/8 24 DN65 (74,0) (46,0) (343,1) (83,0) (177,3) (152,4) (147,3) (53,8) (50,8) (15,9) (11,0) 3" 3.17 1.81 13.88 3.38 7.22 6.00 5.80 2.12 2.55 5/8 24 DN80 (81,0) (46,0) (352,6) (86,0) (183,4) (152,4) (147,3) (53,8) (64,8) (15,9) (11,0) 4" 4.17 2.06 15.24 4.00 7.98 6.00 5.80 2.12 2.58 5/8 27 DN100 (106,0) (52,0) (387,0) (102,0) (202,7) (152,4) (147,3) (53,8) (65,5) (15,9) (12,0) 5" 5.17 2.19 16.49 4.75 8.48 6.00 7.80 2.12 4.64 3/4 31 DN125 (131,0) (56,0) (418,8) (121,0) (215,4) (152,4) (198,1) (53,8) (117,9) (19,1) (14,0) 6" 6.17 2.19 17.65 5.25 9.10 6.00 7.80 2.12 5.75 3/4 34 DN150 (157,0) (56,0) (448,3) (133,0) (231,1) (152,4) (198,1) (53,8) (146,1) (19,1) (15,0) 8" 8.17 2.38 20.11 6.50 10.35 10.00 7.90 2.12 7.77 3/4 49 DN200 (208,0) (60,0) (510,8) (165,0) (262,9) (254,0) (200,7) (53,8) (197,4) (19,1) (22,0) 10" 10.17 2.68 23.35 8.00 12.27 11.80 9.50 3.03 9.77 7/8 78 DN250 (258,0) (69,0) (593,1) (203,0) (311,7) (300,0) (241,3) (77,0) (248,2) (22,2) (35,0) 12" 12.17 3.00 26.10 9.25 13.77 11.80 9.50 3.03 11.75 7/8 103 DN300 (309,0) (76,0) (663,0) (235,0) (349,8) (300,0) (241,3) (77,0) (298,5) (22,2) (47,0) H �—G—jINDICATOR HANDWHEEL FLAG 1/2"NPT CONDUIT CONNECTION GEAR OPERATOR FF O 1 BODY E C A 1 J K-BOLT ��� D DISC DIAMETER B FIGURE 1 MODEL BFV-N WAFER STYLE BUTTERFLY VALVE -NOMINAL DIMENSIONS- TFP1515 Page 3 of 4 Installation The BFV-N Wafer Style Butterfly Valves F- — — — — — — may be installed with flow in either di- SUPERVISORY rection and can be positioned either I I SWITCH horizontally or vertically. They are de- signed for installation between the fac- I SWITCH SHOWN es of ANSI Class 125 and 150 flanges. L _J WITH VALVE —The Series BFV-N are self-sealing be- - FULL OPEN tween mating flanges; therefore, they o o do not require the use of additional z z gaskets. r i 0 0 The BFV-N may be installed with any pressure class or schedule of pipe or tubing no greater than schedule 40 that END OF LINE PANEL is listed or approved for fire protection RESISTOR service and installed in accordance with the manufacturers instructions. The wafer bodies have locating lugs to F ensure proper centering of the valve AUXILIARY body when flange bolts are installed. I G 40 ND I SWITCH Refer to Figure 1 for bolt diameter. Bolts and studs must meet the mini- SWITCH SHOWN mum strength requirements of ASTM L _ xe _J WITH VALVE A307 (Grade B), and the nuts must FULL OPEN meet the minimum strength require- w J ments of ASTM A563(Grade A). 0 °-° m o Prior to installation, close the valve. Z Spread the flanges apart to allow the - valve to slip easily between the flang- es. Make sure the pipe flange faces POWER + are clean of any foreign material such as scale, metal shavings, or weld- ing slag. Insert the valve between the flanges (without flange gaskets). Do not apply lubricant to the seat faces as this may damage the seat materi- CONTACT RATING .... 1/2A @ 125 VDC al. Be sure to center the valve and do 1/4A @ 250 VDC not damage the liner. Relax the sepa- 15.1A/12HP @ 125,250 VAC ration of the flanges, install, and hand- 5A @ 125 VAC 1" tighten all flange bolts. Slowly open the valve, checking for free movement FIGURE 2 of the disc. If valve opens freely, leave MODEL BFV-N BUTTERFLY VALVE the valve in the open position, and us- -INTERNAL SWITCH WIRING DIAGRAM- ing a cross-draw sequence, tighten all flange bolts until the valve is metal-to- metal with both mating flanges. Rec- ommended tightening torques are list- NOTE ed in Table 1. For outdoor applications with inter- Nominal Recommended Flange Size Minimum Torque Be certain to keep flange faces as par- nal supervisory switches, it is recom- allel as possible during and after tight- mended that wiring connections be ANSI Inches Ft. Lbs ening bolts or studs. After final tight- made at a temperature above 150F DN (Nm) ening, again check the valve for full (-9°C), in order to insure sufficient flex- 2-4 20-30 opening and closing. ibility of the wire lead insulation. DN50- DN100 (27,1 -40,7) As applicable, refer to Figure 2 for the 5-8 33-50 internal switch wiring diagram. DN125- DN200 (44,7-67,8) Conduit and electrical connections 10 53-75 are to be made in accordance with DN250 (71,8- 101,7) the authority having jurisdiction and/ or the National Electrical Code. With 12 80- 110 reference to Figure 2,the"supervisory DN300 (108,4- 149,1) switch" is intended for connection to the supervisory circuit of a fire alarm TABLE 1 control panel in accordance with NFPA RECOMMENDED TORQUES 72. The "auxiliary switch" is intend- ed for the unsupervised connection to auxiliary equipment in accordance with NFPA 70, National Electric Code. Page 4 of 4 TFP1515 Care and Limited Ordering Maintenance Warranty Procedure The owner is responsible for the in- Products manufactured by Tyco Fire Wafer Style Butterfly Valves: spection,testing, and maintenance of & Building Products (TFBP) are war- Specify: (specify inch size) Mod- their fire protection system and devic- ranted solely to the original Buyer for el BFV-N Wafer Style Butterfly Valve es in accordance with the applicable ten (10)years against defects in mate- with internal supervisory switches, standards of the National Fire Pro- rial and workmanship when paid for P/N (specify). tection Association (e.g., NFPA25), in and properly installed and maintained Valve Size Valve Part Number addition to the standards of any au- under normal use and service. This thority having jurisdiction.The install- warranty will expire ten(10)years from 2.......................... 59-801-1-02ON ing contractor or product manufac- date of shipment by TFBP. No warran- 3... .......................59-801-1-025N ....................... 59-801-1-030N turer should be contacted relative to ty is given for products or components 4.......................... 59-801-1-04ON any questions. Any impairment must manufactured by companies not af- 5.......................... 59-801-1-05ON be immediately corrected. filiated by ownership with TFBP or for 6.......................... 59-801-1-06ON It is recommended that automatic products and components which have 8.......................... 59-801-1-08ON sprinkler systems be inspected, test- been subject to misuse, improper in- 10..........................59-801-1-10ON ed, and maintained by a qualified in- stallation, corrosion,or which have not 12..........................59-801-1-12ON spection service. been installed,maintained,modified or repaired in accordance with applicable NOTE Standards of the National Fire Protec- Before closing a fire protection sys- tion Association, and/or the standards tem control valve for maintenance or of any other Authorities Having Juris- inspection work on either the valve or diction. Materials found by TFBP to be fire protection system which it con- defective shall be either repaired or re- trols, permission to shut down the af- placed, at TFBP's sole option. TFBP fected fire protection systems must be neither assumes, nor authorizes any obtained from the proper authorities person to assume for it, any other ob- and all personnel who may be affected ligation in connection with the sale of by this decision must be notified. products or parts of products. TFBP shall not be responsible for sprinkler system design errors or inaccurate or incomplete information supplied by Buyer or Buyer's representatives. In no event shall TFBP be liable, in contract, tort, strict liability or under any other legal theory, for incidental, indirect,special or consequential dam- ages, including but not limited to labor charges, regardless of whether TFBP was informed about the possibility of such damages, and in no event shall TFBP's liability exceed an amount equal to the sales price. The foregoing warranty is made in lieu of any and all other warranties, ex- press or implied, including warranties of merchantability and fitness for a par- ticular purpose. This limited warranty sets forth the ex- clusive remedy for claims based on failure of or defect in products, materi- als or components, whether the claim is made in contract, tort, strict liability or any other legal theory. This warranty will apply to the full ex- tent permitted by law. The invalidity, in whole or part, of any portion of this warranty will not affect the remainder. TYCO FIRE&BUILDING PRODUCTS,451 North Cannon Avenue,Lansdale Pennsylvania 19446 rq L:17 Worldwide www.tyco-fire.com Contacts Model DPV-1 Dry Pipe Valve, External Resetting 2-112 thru 6 Inch (DN65 thru DN150) 250 psi (17,2 bar) General Description The TYCO Model DPV-1 Dry Pipe Valves are differential valves used to automatically control the flow of water into dry pipe fire protection sprinkler systems upon operation of one or more automatic sprinklers. The DPV-1 also provides for actuation of fire alarms upon system operation. The Model DPV-1 features are as follows: • External reset. • 250 psi(17,2 bar)pressure rating. • Unique offset single clapper design enabling a simple compact valve to minimize installation labor. r • Ductile iron construction to ensure a lightweight valve to minimize shipping cost. • A variety of inlet and outlet connections. Available End Connections and Sizes • Compact, Pre-Trimmed, and Semi- Nominal Valve Size Assembled, easy to operate valve End Connection 2-1/2 Inch 3 Inch 4 Inch 6 Inch trim. (DN65) (DN80) (DN100) (DN150) • Simple reset procedure through the Flange x Flange N/A N/A elimination of priming water. Dry pipe sprinkler systems are used Flange x Groove N/A N/A in unheated warehouses, parking garages, store windows, attic Groove x Groove spaces, loading docks, and other areas exposed to freezing tempera- Available tures, where water filled pipe cannot N/A Not Available be utilized. When set for service, the dry pipe sprinkler system is pressur- FITOTM The owner is responsible for main- ized with air (or nitrogen). The loss tainin their fire protection system and of pressure through an operated The Model DPV-1 Dry Pipe Valves g p y automatic sprinkler in response to described herein must be installed devices in proper operating condition. heat from a fire permits the DPV-1 Dry and maintained in compliance with this The installing contractor or manufac- Pipe Valve to open and allow a flow of document, as well as with the appli- turer should be contacted with any water into the sprinkler system piping. cable standards of the National Fire questions Table B establishes the minimum Protection Association, in addition to required system air pressure that the standards of any other authorities includes a safety factor to help prevent having jurisdiction. Failure to do so false operations that might occur due to may impair the performance of these water supply fluctuations. devices. Page 1 of 20 MARCH 2O13 TFP1020 TFP1020 Page 2 of 20 NO. DESCRIPTION QTY. REF 1 Valve Body... .. ..1 NR 2 Air and Water Seat . .. .. ... .. ..1 NR 3 Handhole Cover. ..1 NR 4 Handhole Cover 0-11 Gasket . .. ... .. .. 1 See(b) 5 1/2-13 UNC x 1" Hex 12 Head Cap Screw: &3 Inch Valve � 6 Valves.. .. ... .. ..5 CH 13 4 Inch Valve .. .. ..6 � 7 RESET 6 Clapper. .. ... .. ..1 See(a) CLAPPER 7 Clapper Facing.. ..1 See(a)or(b) ASSEMBLY 14 PLUNGER 8 Clapper Facing o 8 PARTS Retaining Plate.. ..1 See(a) 15,18 9 2-1/2 and 3 Inch Valves: 9 1/4"x 3/8" Long #10-32 Shoulder 16 Screw.. .. .......5 See(a) 4 Inch Valve: 17 1/4-20 UNC x 1/2" Socket Head Cap Screw....... .. ..7 See(a) 10 Clapper Hinge Pin .. ......... ..1 See(a) 11 Reset Knob .. .. ..1 See(c) 0 12 Reset Spring . .. ..1 See(c) 1 13 Reset Bushing .. ..1 See(c) 1 14 Reset Bushing O-Ring1 See b or c 15 Reset Plunger O-Ring ..........1 See(b)or(c) I 16 Reset Plunger.....1 See(c) 17 Reset Latch Subassembly . .. ..1 See(c) 18 Dow Corning FS3452 1 Flourosilicone 4 Grease,1.5 g . .. ..1 See(b)or(c) 2 3 NR:Not Replaceable ® / / CH:Common Hardware REPLACEMENT PARTS ® 0 NO. DESCRIPTION P/N I (a) Clapper Assembly 0 0 Includes Items 6-10: / 2-1/2&3 Inch Valves. . 92-309-2-203 ® 0 4 Inch Valve .. .. .. .. . 92-309-2-403 10 �1 (b) Repair Parts Kit 0 �/— 5 Includes Items 4,7, 14,15,&18: 2-1/2&3 Inch Valves. . 92-309-1-204 4 Inch Valve .. .. .. .. . 92-309-1-404 (c) Reset Plunger Parts Kit Includes Items 11-18. . 92-310-1-405 FIGURE 1 -PART 1 OF 2 MODEL DPV-1 DRY PIPE VALVE 2-112, 3,AND 4 INCH(DN65, DN80, DN100)ASSEMBLIES TFP1020 Page 3 of 20 NO. DESCRIPTION QTY REP PART NO. DESCRIPTION QTY REP.PART NO. DESCRIPTION QTY. REP PART 1 Valve Body.. .. ...1 NR 5 Socket Head Cap 8 Hex Head Cap Screw 2 Air and Water Screw 5/8-11 UNC x 1"...6 CH Seat . .. .. .......1 NR 3/8-16 UNC x 1"...8 NR 9 Clapper. .. .......1 See(a) 3 Water Seal 6 Handhole Cover...1 NR 10 Clapper Facing....1 See(a)or(b) O-Ring . .. .......1 NR 7 Handhole Cover 11 Clapper Facing 4 Air Seal O-Ring....1 NR Gasket . .. .. .. ...1 See(b) Retaining Plate....1 See(a) 12 Socket Head Cap Screw 1/4-20 UNC x 1/2".9 See(a) 14 13 Clapper Hinge Pin..1 See(a) 14 Reset Knob . .. ...1 See(c) 15 Reset Spring .. ...1 See(c) 15 16 Reset Bushing . ...1 See(c) / 17 Reset Bushing /— 16 e .. .. . . . . .1 See(b)or(c) I/ —10 Rest Plunger 18 Reset Plunger CLAPPER RESET O-Ring.. .. .. .. ...1 See(b)or(c) ASSEMBLY 17 PLUNGER 19 Reset Plunger. . ...1 See(c) /—11 (=V-- PARTS 20 Reset Latch 18,21 Subassembly . . . . .1 See(c) 12 21 Dow Corning FS3452 Flourosilicone 19 Grease,1.5 g .. ...1 See(b)or(c) 0 o NR:Not Replaceable 20 CH:Common Hardware 0 REPLACEMENT PARTS NO. DESCRIPTION P/N O (a) Clapper Assembly ° Includes Items 9-13... 92-309-2-603 / (b) Repair Parts Kit Includes Items 7, 10,17, 18,21 ...... 92-309-1-604 2 0 (c) Reset Plunger Parts Kit IIncludes Items 14-21 .. 92-310-1-405 K CD o o I4 1 / 7 \ ® / 6 3 5 J / 13/ 0 \ ® � 8 � o o ' 0 FIGURE 1 -PART 2 OF 2 MODEL DPV-1 DRY PIPE VALVE 6 INCH(DN150)ASSEMBLY TFP1020 Page 4 of 20 Handhole Cover are ductile iron. The • PS10-2 waterflow alarm switch Technical Data Handhole Cover Gasket is neoprene, . PS40-2 low air pressure alarm switch Approvals and the Clapper Facing is EPDM. UL and C-UL Listed. FM Approved. The Air/Water Seat Ring is brass, the Note: When the system pressure is NYC under MEA 172-02-E (4 and 6 Clapper is bronze or aluminum bronze, greater than 175 psi(12,1 bar),provision inch). and both the Clapper Retaining Plate is to be made to replace the standard and Latch are bronze.The Hinge Pin is order 300 psi(20,7 bar)Water Pressure Dry Pipe Valve aluminum bronze,and the fasteners for gauge with a separately ordered 600 The TYCO Model DPV-1 Dry Pipe the Handhole Cover are carbon steel. psi(41,4 bar) Water Pressure Gauge. Valves are for vertical installations(flow going up), and they are rated for use Valve Trim Air Supply at a maximum service pressure of 250 Installation dimensions are given Table B shows the system air pressure psi(17,2 bar).The Valve dimensions are in Figure 7, and the Valve Trim and requirements as a function of the shown in Figure 7. Pre-Trimmed Valve Assemblies are water supply pressure. The air (or illustrated in Figures 4, 5, and 6. The nitrogen) pressure in the sprinkler Flanged connections are available and Valve Trim and Pre-Trimmed Valve system is recommended to be auto- drilled per ANSI, ISO,AS,and AS spec- forms a part of the laboratory listings matically maintained by using one of ifications (Ref. Table A). The grooved and approval of the DPV-1 Valve and is the following pressure maintenance outlet connections, as applicable, necessary for the proper operation of devices, as appropriate: are cut in accordance with standard the DPV-1 Valve. Each package of trim . Model AMD-1 Air Maintenance groove specifications for steel pipe. and pre-trimmed includes the following Device(pressure reducing type). They are suitable for use with grooved items: end pipe couplings that are listed or • Model AMD-2 Air Maintenance approved for fire protection system • Water Supply Pressure Gauge Device(compressor control type). service.Available combinations of inlet • System Air Pressure Gauge and outlet connections are detailed in • Model AMD-3 Nitrogen Maintenance the Ordering Procedure section.They • Air Supply Connections Device(high pressure reducing type). are also noted in the "Available End • Main Drain Valve The Pressure Relief Valve provided with Connection and Sizes" table located . Low Body Drain Valve the valve trim is factory set to relieve on Page 1. at a pressure of approximately 45 psi Threaded port connections of valves • Alarm Test Valve (3,1 bar). If the normal system air having flanges drilled to ANSI, AS, or • Automatic Drain Valve pressure is less than or exceeds 40 psi AS specifications are NPT threaded per (2,8 bar),then the pressure Relief Valve ANSI Standard B1.20.1.Threaded port Drip Funnel must be reset to relieve at a pressure connections of valves having flanges • Connections For Optional Quick that is in accordance with the authority drilled to ISO are available either Opening Device(Accelerator) having jurisdiction. threaded per ISO 7-1 or NPT threaded Also included in the Pre-Trimmed Valve Quick Opening Device per ANSI Standard B1.20.1.Valves with Assembly,which can be ordered sepa- As an option,the Model DPV-1 Dry Pipe NPT threaded ports will readily accept rately for the Valve Trim, includes the Valve may be equipped with the VIZOR the trim arrangements detailed in Parts following items: Electronic Dry Pipe Valve Accelerator 2 and 3 of Figures 4,5,and 6. (4 and 6 inch sizes) as detailed in Components of the DPV-1 Valves • Model BFV-N butterfly vlave Technical Data Sheet TFP1105 or the are shown in Figure 1. The Body and • Figure 577 grooved coupling Model ACC-1 Mechanical Dry Pipe Flange Drilling Specification Nominal Dimensions in Inches and(mm) Nominal ANSI B16.1 1 ISO 7005-2 JIS B 2210 AS 2129 Valve Size (Class 125) (PN16)2 (10K) (Table E) Dim. Dim. Qty. Dim. Dim. Qty. Dim. Dim. Qty. Dim. Dim. Qty. A B N A B N A B N A B N 4Inch 7.50 0.75 8 7.09 0.75 8 6.89 0.59 8 7.00 0.71 8 (DN100) (190,5) (19,0) (180,0) (19,0) (175,0) (15,0) (178,0) (18,0) 6Inch 9.50 0.88 8 9.45 0.91 8 9.45 0.75 8 9.25 0.87 8 (DN150) 1 (241,3) 1 (22,2) (240,0) (23,0) (240,0) (19,0) (235,0) (22,0) 1 Same drilling as for ANSI 1316.5(Class 150)and ANSI 1316.42(Class 150). Dim.A Qty. N 2 Same drilling as for BS 4504 Section 3.2(PN16)and DIN 2532(PN16). Bolt Circle Number of Diameter �G Bolt Holes Dim. B 1J� � Bolt Hole YTABLE A Diameter DIMENSIONAL SPECIFICATIONS FOR SELECTION OF FLANGE DRILLING TFP1020 Page 5 of 20 Valve Accelerator (2-1/2, 3, 4, and 6 When one or more automatic sprin- inch sizes)as detailed in Technical Data klers operate in response to a fire, Sheet TFP1112. air pressure within the system piping Maximum System Air is relieved through the open sprin- Water Supply Pressure Range, The VIZOR or the ACC-1 is used to klers. When the air pressure is suffi- Pressure, psi reduce the time to valve actuation ciently reduced, the water pressure psi following the operation of one or more overcomes the differential holding 20 10 automatic sprinklers. In some cases the Clapper Assembly closed and the 60 15-23 the use of a quick opening device such Clapper Assembly swings clear of the as the VIZOR or the ACC-1 may be water seat, as shown in Figure 3C, 80 20-28 required to meet the requirements of This action permits water flow into the 100 25-33 the National Fire Protection Association system piping and subsequently to be to meet water delivery times. 120 30-38 discharged from any open sprinklers. Also,with the Clapper Assembly open, 145 35-43 Operation the intermediate chamber is pres- 165 40-48 surized and water flows through the The TYCO Model DPV-1 Dry Pipe Valve alarm port (Ref. Figure 36) at the rear 185 45-53 is a differential type valve that utilizes of the DPV-1 Valve to actuate system 205 50-58 a substantially lower system (air or water flow alarms. The flow from the nitrogen) pressure than the supply alarm port is also sufficient to close the 225 55-63 (water) pressure, to maintain the set otherwise normally open Automatic 250 60-68 position shown in Figure 3A.The differ- Drain Valve in the valve trim. ential nature of the DPV-1 is based on After a valve actuation and upon sub- the area difference between the air seat TABLE B and the water seat in combination with sequent closing of a system main SYSTEM AIR PRESSURE the ratio of the radial difference from control valve to stop water flow, the REQUIREMENTS the Hinge Pin to the center of the Water Clapper Assembly will latch open as Seat and the Hinge Pin to the center of shown in Figure 3D. Latching open of the Air Seat.The difference is such that Continued on page 16 1 psi (0,07 bar)of system air pressure FLOW RATE IN LITRES PER MINUTE(LPM) can hold approximately 5.5 psi (0,38 (1 GPM=3.785 LPM) bar)of water supply pressure. 500 700 1000 2000 3000 5000 10000 Table B establishes the minimum _. 9.0 11110,60 required system air pressure that a 7 0,50 includes a safety factor to help prevent = .0 false operations that occur due to water z 5.0 0,40 supply fluctuations. — 0,30 w 4.0 The Intermediate Chamber of the DPV-1 is formed by the area between the o 3•0 o 0,20 a Air Seat and Water Seat as shown in oc U) v CIDFigure 313.The Intermediate Chamber w 2 0 2 z normally remains at atmospheric a o a pressure through the Alarm Port o ^� 0,10 M m connection and the valve trim to the =`O� `O� �� 0,08 normally open Automatic Drain Valve o 1.0 ` _ (Fig.4,5,or 6). Having the Intermediate Z V� 2v 0,06 u)o Chamber, Figure 3B, open to atmo- — 0.7 = a =UZ 0,05 DW 11 sphere is critical to the DPV-1 Valve o 0,04 a a remaining set, otherwise the full o 0.5 ti resulting pressure of the system air a 0,03 z " pressure on top of the Clapper ? 0.4 0 Assembly cannot be realized. 0.3 0,02 z w For example, and assuming a water supply pressure of 100 psi (6,9 bar), if a 0.2 the system air pressure is 25 psi (1,7 z bar) and there was 15 psi (1,0 bar) 0,01 pressure trapped in the Intermediate O Chamber, the resulting pressure z 0.1 across the top of the Clapper would 100 200 300 500 700 1000 2000 3000 only be 10 psi (0,7 bar).This pressure FLOW RATE IN GALLONS PER MINUTE(GPM) would be insufficient to hold the The approximate friction losses,based on the Hazen and Williams formula and ex- Clapper Assembly closed against pressed in equivalent length of Schedule 40 pipe with C=100 are as follows: a water supply pressure of 100 psi 2.2 feet for the 2-1/2 inch valve at a typical flow rate of 250 GPM (6,9 bar). It is for this reason that the 4.9 feet for the 3 inch valve at a typical flow rate of 350 GPM plunger of the Automatic Drain Valve 8.9 feet for the 4 inch valve at a typical flow rate of 600 GPM must be depressed during several of 22 feet for the 6 inch valve at a typical flow rate of 1500 GPM the resetting steps, as well as during FIGURE 2 inspections, making certain that the MODEL DPV-1 DRY PIPE VALVES Automatic Drain Valve is open. NOMINAL PRESSURE LOSS VS. FLOW TFP1020 Page 6 of 20 AIR PRESSURE WATERFLOW TO SYSTEM TO SYSTEM CLAPPER CLAPPER 1" NPT ASSEMBLY ASSEMBLY AIR SUPPLY IN SET FULLY OPEN \ PORT POSITION CLAPPER LATCH 1/2" NPT PIVOTS TO ALLOW ——- --- m, o CLAPPER ASSEMBLY ° WATER TO FULLY OPEN SUPPLY PRESSURE _ _ 3/4" NPT ALARM - - &ALARM PORT OPEN TO TEST PORT ATMOSPHERE ALARM PORT �+ WATERFLOW CLAPPER TO ALARM ASSEMBLY FROM FROM WATER SUPPLY AIR WATER SUPPLY SEAT FIGURE 3A \ FIGURE 3C SET POSITION WATER_-- I OPERATED POSITION SEAT I ALARM \ l PORT DRAIN FROM DRAIN FROM / SYSTEM SYSTEM VALVE INTERMEDIATE COMPLETE WATERWAY CHAMBER PUSH HERE FIGURE 3B TO RESET SET POSITION VALVE INTERMEDIATE CHAMBER RESET CLAPPER KNOB ASSEMBLY - - LATCHED RESET OPEN - ASSEMBLY CLAPPER _ o LATCH PIVOTS TO - \ CLAPPER UNLATCH ' LATCH CLAPPER - _ ASSEMBLY m MAIN DRAIN PORT: 1-1/4" NPT"(2-1/2 INCH CLAPPER 3 NPT &3 INCH VALVES) ASSEMBLY LOWW BODY DRAIN 2" NPT(4 INCH VALVE) RESEATED PORT WATER SUPPLY 'DN40 FOR VALVES WITH WATER SUPPLY SHUT OFF ISO THREADED PORTS SHUT OFF FIGURE 3D FIGURE 3E DRAIN POSITION RESET POSITION FIGURE 3-PART 1 OF 2 MODEL DPV-1 DRY PIPE VALVES 2-112,3,AND 4 INCH(DN65, DN80,AND DN100) SET AND OPEN POSITIONS TFP1020 Page 7 of 20 AIR PRESSURE WATERFLOW TO SYSTEM TO SYSTEM CLAPPER t ASSEMBLY t FULLY OPEN 1 NPT CLAPPER LATCH AIR SUPPLY PIVOTS TO ALLOW PORT CLAPPER ASSEMBLY 'I TO FULLY OPEN 3/4" NPT ALARM ° PORT OPEN TO ° CLAPPER ATMOSPHERE ASSEMBLY �, \� IN SET POSITION 1/2" NPT WATER SUPPLY m PRESSURE &ALARM TEST PORT ALARM PORT WATERFLOW CLAPPER TO ALARM ASSEMBLY AIR FROM SEAT FROM WATER SUPPLY WATER SUPPLY FIGURE 3A ALARM FIGURE 3C SET POSITION WATER PORT OPERATED POSITION SEAT 1'�7 L I DRAIN FROM DRAIN FROM SYSTEM SYSTEM INTERMEDIATE VALVE COMPLETE CHAMBER WATERWAY FIGURE 3B PUSH HERE SET POSITION TO RESET INTERMEDIATE VALVE CLAPPER CHAMBER RESET ASSEMBLY KNOB LATCHED OPEN - - RESET ASSEMBLY 3/4" NPT CLAPPER LOW BODY o LATCHDRAIN ° PORT PIVOTS TO UNLATCH CLAPPER i ASSEMBLY 2 NPT CLAPPER MAIN DRAIN LATCH PORT CLAPPER ASSEMBLY RESEATED WATER SUPPLY WATER SUPPLY SHUT OFF SHUT OFF FIGURE 31) FIGURE 3E DRAIN POSITION RESET POSITION FIGURE 3-PART 2 OF 2 MODEL DPV-1 DRY PIPE VALVES 61NCH(DN150) SET AND OPEN POSITIONS TFP1020 Page 8 of 20 NOTES: 1. SEE FIGURE 4 PART 3 FOR TRIM ARRANGEMENT WITH BILL OF MATERIALS LOW AIR AND COMPONENT PART NUMBERS. PRESSURE 2. TRIM SHOWN FULLY ASSEMBLED;COMPONENTS SUCH AS GAUGES AND ALARM SWITCHES MAY REQUIRE ASSEMBLY IN TRIM AT INSTALLATION. / SWITCH SYSTEM AIR SUPPLY 1 INCH NPT SYSTEM CONTROL VALVE CONNECTION AIR SUPPLY \� ® (NORMALLY OPEN) FOR LOCAL PRESSURE SPRINKLER GAUGE / 2-1/2 INCH(DN65) \ WATERFLOW 1/2 INCH NPT or INCH(DN80) PRESSURE CONNECTION MODEL DPV-1 ALARM FOR SYSTEM DRY PIPE VALVE �� SWITCH AIR SUPPLY (GxG ONLY) i - GROOVED ALARM MAIN �� COUPLING TES VALVE � b DRAIN VALVE (NORMALLY ® (NORMALLY 112 INCH NPT CLOSED) SYSTEM CLOSED) CONNECTION WATER 3/4 INCH NPT \ SYSTEM FOR OPTIONAL SUPPLY CONNECTION SHUT-OFF 1-1/4 INCH NPT ACCELERATOR PRESSURE TO DRAIN VALVE CONNECTION GAUGE LOW BODY (NORMALLY TO DRAIN AUTOMATIC DRAIN VALVE OPEN) DRAIN VALVE (NORMALLY 1-1/4 INCH NPT CLOSED) CONNECTION DRIP TO DRAIN FUNNEL FIGURE 4-PART 1 OF 3 2-112 AND 31NCH(DN65 AND DN80)MODEL DPV-1 DRY PIPE VALVE PRE-TRIMMED ASSEMBLY AIR SUPPLY 1/2 INCH NPT 1/2 INCH NPT NOTES: CONTROL VALVE CONNECTION CONNECTION 1. INSTALL TRIM ASSEMBLIES IN (NORMALLY OPEN) FOR OPTIONAL FOR OPTIONAL ALPHABETICAL ORDER. ACCELERATOR AIR PRESSURE AUTOMATIC SWITCH 2. SEE FIGURE 3 FOR VALVE PORT 1/2 INCH NPT I DRAIN VALVE IDENTIFICATION. CONNECTION FOR SYSTEM 3. ROUTE 1/4"TUBING TO DRIP AIR SUPPLY H FUNNEL. \e = SYSTEM AIR SUPPLY MAIN 1/2 INCH NPT p PRESSURE DRAIN VALVE CONNECTION G GAUGE A (NORMALLY FOR WATERFLOW \ \ CLOSED) PRESSURE ALARM —® SWITCH �/ \ 1 f 1 1-1/4 INCH NPT DRIP FUNNEL CONNECTION 1 TO DRAIN 1-1/4 INCH NPT \ CONNECTION 2-1/2 INCH(DN65) TO DRAIN 1 INCH NPT C 1 or 3 INCH(DN80) CONNECTION MODEL DPV-1 FOR LOCAL 1 DRY PIPE VALVE SPRINKLER (GxG ONLY) ALARM , F B/ LOW BODY TEST VALVE � DRAIN VALVE (NORMALLY SYSTEM (NORMALLY CLOSED) WATER SUPPLY 3/4 INCH NPT CLOSED) PRESSURE CONNECTION GAUGE TO DRAIN FIGURE 4-PART 2 OF 3 2-112 AND 31NCH(DN65 AND DN80)MODEL DPV-1 DRY PIPE VALVE EXPLODED ARRANGEMENT OF SEMI-ASSEMBLED TRIM TFP1020 Page 9 of 20 NO. DESCRIPTION QTY. P/N NO. DESCRIPTION QTY. P/N NO. DESCRIPTION QTY. P/N 1 250 psi/1750 kPa 13 3/32"Vent 28 1"x 1"x 1/2" Air Pressure Fitting .. .. .... . . .1 92-032-1-002 Reducing Tee .. ...1 CH Gauge.. .. .. .. ...1 92-343-1-012 14 1/4"Tube, 29 Not Used 2 300 psi/2000 kPa 18" Long.. .... . . .1 CH PIPE NIPPLES: Water Pressure 15 1/4" Plug.. .... . . .2 CH 30 1/4"x 3" .. .......2 CH Gauge.. .. .......1 92-343-1-005 16 112" Plug.. .. .. . . .2 CH 31 1/2"x Close ......4 CH 3 1/4"Gauge Test 17 1" Plug . .. .. .. ...1 CH 32 1/2"x 1-1/2"... . . .8 CH Valve. .. .. .......2 46-005-1-002 18 1/2" Union. .......1 CH 33 1/2"x 2" .. .. . . . . . 1 CH 4 Model AD-1 19 1/2"x 1/4" Reducing 34 1/2"x 4-1/2". . . . . . 1 CH Automatic Bushing .. .. .. ...1 CH 35 1/2"x 6" .. .. . . . . .1 CH Drain Valve .......1 52-793-2-004 20 1/2"90'Elbow. ...3 CH 36 3/4"x Close ......1 CH 5 1/4" Pressure 21 3/4"90'Elbow. ...1 CH 37 3/4"x 1-1/2"......1 CH Relief Valve.......1 92-343-1-020 22 1-1/4"90'Elbow...1 CH 38 3/4"x 2-1/2". .. ...1 CH 6 1/2" Ball Valve ....2 46-050-1-004 23 1/2"Cross. .......2 CH 39 1"x Close. .. . . ...1 CH 7 3/4"Angle Valve...1 46-048-1-005 24 1/2"x 1/2"x 1/4" 40 1-1/4"x Close . . . .1 CH 8 1-1/4"Angle Valve .1 46-048-1-007 Reducing Tee .....1 CH 41 1-1/4"x 4". .. . . . . .1 CH 9 1/2"Swing 25 1/2"Tee .. .......1 CH COMPONENTS INCLUDED ONLY IN Check Valve . .. ...2 46-049-1-004 26 1/2"x 1/4"x 1/2" PRE-TRIMMED VALVE ASSEMBLIES: 10 Drip Funnel Reducing Tee .....2 CH Connector. .......1 92-211-1-005 27 1/2"x 1/2"x 3/4" 42 Model BFV-N 11 Drip Funnel Reducing Tee .....1 CH Butterfly Valve, Bracket. .. .......1 92-211-1-003 2-1/2"(DN65).. ...1 5930OF025N 12 Drip Funnel.......1 92-343-1-007 3"(DN80) . .. .. ...1 5930OF03ON 45 43 Figure 577 Coupling, 2-1/2"(DN65).. ...1 57725ACP 16 3"(DN80) . .. .. ...1 57730ACP 44 Waterflow Pressure 20 Alarm Switch, 1 Model PS10-2.....1 25710 9 19 45 Low Air Pressure 32 30 Alarm Switch, 5 32 6 32 23 Model PS40-2.....1 25730 32 24 20 17 32 15 ® 34 39 3 ,, 28 44 33 2-1/2 INCH(DN65) g 16 4 or 3 INCH(DN80) MODEL DPV-1 25 31 27 DRY PIPE VALVE (GxG ONLY) 31 LOCATION 32 23 FOR OPTIONAL 10 36 41 8 18 ELECTRICALLY SUPERVISED 32 22 N.O.ALARM 20 31 CONTROL 11 40 VALVE 26 13 12 37 NOTES: 1 (GREEN 43 1. SEE FIGURE 3 FOR VALVE TINT) 14 21 PORT IDENTIFICATION. 38 7 42 2. ROUTE 1/4"TUBING, ITEM 14, 31 TO DRIP FUNNEL, ITEM 12. 6 3. ALL FITTINGS AND NIPPLES 32 35 ARE GALVANIZED. 26 2 4. CH:COMMON HARDWARE 30 5. ITEMS 42-45 INCLUDED 3 15 ONLY IN PRE-TRIMMED VALVE ASSEMBLIES AS APPLICABLE;OTHERWISE SEPARATELY ORDERED. FIGURE 4-PART 3 OF 3 2-112 AND 3 INCH(DN65 AND DN80)MODEL DPV-1 DRY PIPE VALVE EXPLODED ARRANGEMENT OF VALVE TRIM TFP1020 Page 10 of 20 1. SEE FIGURE 5 PART 3 FOR TRIM ARRANGEMENT WITH BILL OF MATERIALS LOW AIR AND COMPONENT PART NUMBERS. PRESSURE 2. TRIM SHOWN FULLY ASSEMBLED;COMPONENTS SUCH AS GAUGES AND ALARM SWITCHES MAY REQUIRE ASSEMBLY IN TRIM AT INSTALLATION. SWITCH SYSTEM / AIR SUPPLY 1/2 INCH NPT SYSTEM 4 INCH(DN100) CONTROL VALVE CONNECTION AIR SUPPLY MODEL VALVE (NORMALLY FOR SYSTEM PRESSURE DRY PIPE VALVE OPEN) AIR SUPPLY GAUGE (FxG SHOWN) 3/4 INCH NPT 1 INCH NPT�� ��� FLANGE ADAPTER CONNECTION RN CONNECTION OR GROOVED FOR LOCAL COUPLING MOTOR ALARM SPRINKLER MAIN WATERFLOW 3/4 INCH NPT DRAIN VALVE PRESSURE CONNECTION =1� (NORMALLY — ALARM TO DRAIN / CLOSED) 1/2 INCH NPT SWITCH CONNECTION ALARM / FOR OPTIONAL TEST VALVE \ SYSTEM 2 INCH NPT ACCELERATOR (NORMALLY LOW BODY SHUT—OFF CONNECTION CLOSED) DRAIN VALVE SYSTEM TO DRAIN \ AUTOMATIC WATER VALVE DRAIN VALVE (NORMALLY SUPPLY (NORMALLY CLOSED) PRESSURE OPEN) 1-1/4 INCH NPT GAUGE CONNECTION DRIP TO DRAIN FUNNEL FIGURE 5-PART 1 OF 3 4 INCH(DN100)MODEL DPV-1 DRY PIPE VALVE PRE-TRIMMED ASSEMBLY 1/2 INCH NPT AIR SUPPLY CONNECTION CONTROL VALVE FOR OPTIONAL (NORMALLY ACCELERATOR OPEN) 1/2 INCH NPT MAIN CONNECTION SYSTEM DRAIN VALVE 0 y�� 1/2 INCH NPT AUTOMATIC AIR SUPPLY NORMALLY a CONNECTION DRAIN VALVE FOR OPTIONAL PRESSURE AIR PRESSURE CLOSED) FOR WATERFLOW \ SWITCH GAUGE SLOPE PRESSURE ALARM DOWN SWITCH \ D I 3/4 INCH NPT CONNECTION FOR WATER A MOTOR ALARM _ 1/2 INCH NPT /I 2 INCH NPT CONNECTION COO DRAIN ON FOR SYSTEM AIR SUPPLY C \ 0 4 INCH(DN100) ALARM 1' �o_ — olj MODEL DPV-1 TEST VALVE / DRY PIPE VALVE (NORMALLY (FxG SHOWN) CLOSED) 3/4 1 INCH NPT NOTES: B CONNECTION 1. INSTALL TRIM ASSEMBLIES IN SYSTEM INCH NPT FOR LOCAL ALPHABETICAL ORDER. ONNECTON CI WATER SUPPLY SPRINKLER PRESSURE TO DRAIN 2. SEE FIGURE 3 FOR VALVE PORT GAUGE LOW BODY IDENTIFICATION. DRIP DRAIN VALVE 3. ROUTE 1/4"TUBING TO DRIP FUNNEL. FUNNEL 1-1/4 INCH NPT (NORMALLY 4. SLOPE ASSEMBLY B DOWN TOWARD CONNECTION CLOSED) BACK OF VALVE TO FACILITATE TO DRAIN SUFFICIENT LOW BODY DRAINAGE. FIGURE 5-PART 2 OF 3 4 INCH(DN100)MODEL DPV-1 DRY PIPE VALVE EXPLODED ARRANGEMENT OF SEMI-ASSEMBLED TRIM TFP1020 Page 11 of 20 NOTES: � 47 16 48 1. SEE FIGURE 3 FOR VALVE 28 18 PORT IDENTIFICATION. 5 6 2. ROUTE 1/4"TUBING, ITEM 16, 0 y\\ 4 15 27 TO DRIP FUNNEL, ITEM 14. 34 (GREEN 3. SLOPE 3/4"ANGLE VALVE, 9 29 y TINT) 18 12 ITEM 9, DOWN TOWARD SLOPE 34 14 BACK OF VALVE TO DOWN ® 34 26 34 FACILITATE SUFFICIENT 8 LOW BODY DRAINAGE. 19 34 27 4. ALL FITTINGS AND NIPPLES 36 ARE GALVANIZED. LOCATION FOR OPTIONAL 30 21 1 5. CH:COMMON HARDWARE ELECTRICALLY r 32 17 13 6. ITEMS 45-48 INCLUDED SUPERVISED 3 ONLY IN PRE-TRIMMED N.O.ALARM 41 30 VALVE ASSEMBLIES AS CONTROL 39 40 APPLICABLE;OTHERWISE VALVE 10 i SEPARATELY ORDERED. 39 i' 23 30 40 4 INCH(DN100) 24 34 34 43 MODEL DPV-1 i DRY PIPE VALVE 33 42 31 I (FxG SHOWN) 25 7 9 20 �C - 01 33 38 I 37 46 ,l�UuY' /���o 11 NO. DESCRIPTION OTY P/N 22 2 �� 44 1 250 psi/1750 kPa 28 3 45 Air Pressure 35 Gauge.. .. .. .. ...1 92-343-1-012 32 17 2 300 psi/2000 kPa Water Pressure Gauge.. .. .......1 92-343-1-005 3 1/4"Gauge Test NO. DESCRIPTION QTY. P/N Valve. .. .. .. .. ...2 46-005-1-002 4 1/4" Pressure 21 1/2"x 1/4" Reducing Relief Valve.. .. ...1 92-343-1-020 Bushing .. .......1 CH NO. DESCRIPTION QTY. P/N 5 1/2"Angle Valve...1 46-048-1-004 22 1/2" Union. .... . . .1 CH 6 Model AD-1 23 3/4" Union. .... . . . 1 CH 41 3/4"x 2" .. ..... . .1 CH Automatic 24 1/2"90'Elbow. . . . 1 CH 42 3/4"x 3" .. ..... . .1 CH Drain Valve .. .. . . .1 52-793-2-004 25 1/2"45'Elbow. . . . 1 CH 43 1"x 4".. .. .... . . .1 CH 7 1/2" Ball Valve . . . .1 46-050-1-004 26 1/2"Cross. .... . . . 1 CH 44 2"x 4-1/2". .... . . .1 CH 8 1/2"Swing 27 1/2"Tee .. .... . . .2 CH COMPONENTS INCLUDED ONLY IN Check Valve . . . . . .1 46-049-1-004 28 1/2"x 1/4"x 1/2" PRE-TRIMMED VALVE ASSEMBLIES: 9 3/4"Angle Valve. . .1 46-048-1-005 Reducing Tee .....2 CH 10 3/4"Swing 29 1/2"x 1/2"x 1/4" 45 Model BFV-N Butterfly Check Valve . .. ...1 46-049-1-005 Reducing Tee .. ...1 CH Valve,4"(DN100)..1 5930OF04ON 11 2"Angle Valve . ...1 46-048-1-009 30 3/4"x 1/2"x 3/4" 46 Butterfy Valve 12 Drip Funnel Reducing Tee .....3 CH Assembly Component: Connector. .......1 92-211-1-005 31 1"x 1"x 1/2" GxG DPV-1 Valves, 13 Drip Funnel Reducing Tee . . . . . 1 CH Figure 577 Coupling, Bracket. .. .. .. ...1 92-211-1-003 PIPE NIPPLES: 4"(DN100) .......1 57740ACP 14 Drip Funnel.. .. ...1 92-343-1-007 32 1/4"x 3'. .. .... . . .2 CH FxF,FxG DPV-1 Valves, 15 3/32"Vent 33 1/2"x Close ......2 CH Figure 71 Flange Adapter, Fitting .. .. .... . . .1 92-032-1-002 34 1/2"x 1-1/2"... . . .7 CH 4"(DN100) .......1 7140S 16 1/4"Tube, 35 1/2"x 2" .. .. . . . . . 1 CH 47 Waterflow Pressure 24" Long.. . . . . . . . 1 CH 36 1/2"x 2-1/2". . . . . . 1 CH Alarm Switch, 17 1/4" Plug.. .. . . . . .2 CH 37 1/2"x 3" .. .. . . . . . 1 CH Model PS10-2.....1 25710 18 1/2" Plug.. .. .. . . .2 CH 38 1/2"x 3-1/2"... . . .1 CH 48 Low Air Pressure 19 3/4" Plug.. .. .. . . . 1 CH 39 3/4"x Close ... . . .2 CH Alarm Switch, 20 1" Plug . .. .. .. . . . 1 CH 40 3/4"x 1-1/2"... . . .2 CH Model PS40-2.. ...1 25730 FIGURE 5-PART 3 OF 3 4 INCH(DN100)MODEL DPV-1 DRY PIPE VALVE EXPLODED ARRANGEMENT OF VALVE TRIM TFP1020 Page 12 of 20 NOTES: 1. SEE FIGURE 6 PART 3 FOR TRIM ARRANGEMENT WITH BILL OF MATERIALS LOW AIR AND COMPONENT PART NUMBERS. PRESSURE 2. TRIM SHOWN FULLY ASSEMBLED;COMPONENTS SUCH AS GAUGES AND ALARM SWITCHES MAY REQUIRE ASSEMBLY IN TRIM AT INSTALLATION. SWITCH SYSTEM AIR SUPPLY SYSTEM / CONTROL VALVE AIR SUPPLY (NORMALLY PRESSURE ® OPEN) 1/2 INCH NPT GAUGE CONNECTION SYSTEM LOW BODY FOR SYSTEM WATER DRAIN VALVE AIR SUPPLY SUPPLY PRESSURE (NORMALLY 1 INCH NPT GAUGE CLOSED) CONNECTION / ®AUTOMATIC FOR LOCAL GROOVED DRAIN VALVE SPRINKLER COUPLING OR FLANGE 1/2 INCH NPT DRIP FUNNEL ADAPTER CONNECTION OPTIONALFOR MAIN - ACCELERATOR DRAIN VALVE ALARM (NORMALLY 2 INCH NPT TEST VALVE 1-1/4 INCH NPT CLOSED) CONNECTION 6 INCH(DN150) SYSTEM (NORMALLYOSED 3/4 INCH NPT PRESSURE ERFLOW CONNECTION TO DRAIN MODEL DPV-1 SHUT-OFF VALE ) CONNECTION ALARM TO DRAIN DRY PIPE VALVE (NORMALLY FOR WATER SWITCH (GxG SHOWN) OPEN) MOTOR ALARM FIGURE 6-PART 1 OF 3 61NCH(DN150)MODEL DPV-1 DRY PIPE VALVE PRE-TRIMMED ASSEMBLY 1/2 INCH NPT 1/2 INCH NPT NOTES: B CONNECTION CONNECTION 4. SLOPE 3/4"ANGLE VALVE AND FOR OPTIONAL FOR SYSTEM 3/4"x 4-1/2" NIPPLE(OF ASSEMBLY B) O �PQ SYSTEM AIR PRESSURE AIR SUPPLY INTO DRIP FUNNEL TO FACILITATE AIR SUPPLY SWITCH SUFFICIENT LOW BODY DRAINAGE. PRESSURE AIR SUPPLY DRIP GAUGE \, CONTROL VALVE LOW BODY 1/2 INCH NPT FUNNEL— (NORMALLY DRAIN VALVE CONNECTION SLOPE 1 INCH NPT OPEN) (NORMALLY FOR OPTIONAL TO FIT CONNECTION CLOSED) ACCELERATOR 1/2 INCH NPT FOR LOCAL CONNECTION SPRINKLER A o o AUTOMATIC FOR WATERFLOW o o DRAIN VALVE PRESSURE ALARM � \ SWITCH 0 0 � MAIN o o �� B 3/4 INCH NPT CONNECTION DRAIN VALVE FOR WATER (NORMALLY I MOTOR ALARM CLOSED) 2 INCH NPT CONNECTION 6 INCH(DN150) TO DRAIN MODEL DPV-1 DRIP DRY PIPE VALVE o FUNNEL c (FxF SHOWN) NOTES: o� � - 1. INSTALL TRIM ASSEMBLIES IN ALPHABETICAL ORDER. / \ ALARM 2. SEE FIGURE 3 FOR VALVE PORT 1-1/4 INCH NPT SYSTEM TEST VALVE IDENTIFICATION. CONNECTION WATER SUPPLY (NORMALLY 3. ROUTE 1/4"TUBING TO DRIP TO DRAIN PRESSURE CLOSED) FUNNEL. GAUGE FIGURE 6-PART 2 OF 3 6 INCH(DN150)MODEL DPV-1 DRY PIPE VALVE EXPLODED ARRANGEMENT OF SEMI-ASSEMBLED TRIM TFP1020 Page 13 of 20 9 BACK OF 4 NOTES: 1. SEE FIGURE 3 FOR VALVE 4. ALL FITTINGS AND NIPPLES (( VALVE 29 PORT IDENTIFICATION. ARE GALVANIZED. 42 `\ o 35 2. ROUTE 1/4"TUBING,ITEM 16, 5. CH:COMMON HARDWARE 5 TO DRIP FUNNEL,ITEM 14. 6. ITEMS 45-48 INCLUDED 14 18 3. SLOPE 3/4"ANGLE VALVE, ONLY IN PRE-TRIMMED SLOPE 48 ITEM 9,AND 3/4"x 4-1/2" VALVE ASSEMBLIES AS TO FIT 35 NIPPLE, ITEM 42, INTO APPLICABLE;OTHERWISE 26 DRIP FUNNEL, ITEM 14,TO SEPARATELY ORDERED. 1 21 40 8 FACILITATE SUFFICIENT 15 LOW BODY DRAINAGE. (GREEN LOCATION 35 TINT) FOR OPTIONAL 3 9 35 18 \� ELECTRICALLY 43 30 27 SUPERVISED 17 33 35 42 6 16 47 N.O.ALARM 11 20 27 35 28 CONTROL VALVE 32 31 37 � 40 31 44 10 40 1 40 41 19 23 6 INCH(DN150) \/ 42 12 MODEL DPV-1 DRY PIPE VALVE 1 40 (GxG SHOWN) 31 13 35 24 NO. DESCRIPTION QTY. P/N 39 14 38 1 250 psi/1750 kPa 22 7 34 Air Pressure 36 35 25 Gauge.. .. .. .. ...1 92-343-1-012 28 2 300 psi/2000 kPa 2 Water Pressure Gauge.. .. .......1 92-343-1-005 3 1/4"Gauge Test Valve. .. .. .......2 46-005-1-002 33 4 1/4" Pressure 46 3 Relief Valve.. .....1 92-343-1-020 17 NO. DESCRIPTION QTY. P/N 5 1/2"Angle Valve...1 46-048-1-004 45 35 1/2"x 1-1/2"......8 CH 6 Model AD-1 36 1/2"x 2" .. .......1 CH Automatic 37 1/2"x 2-1/2"......1 CH Drain Valve .......1 52-793-2-004 38 1/2"x 3" .. .......1 CH 7 1/2" Ball Valve . ...1 46-050-1-004 39 1/2"x 6" .. .......1 CH 8 112"Swing 40 3/4"x 1-1/2"......5 CH Check Valve . .. ...1 46-049-1-004 41 3/4"x 2" .. .......1 CH 9 3/4"Angle Valve...1 46-048-1-005 42 3/4"x 4-1/2"......2 CH 10 3/4"Swing 43 1"x 4".. .. .... ...1 CH Check Valve . .. ...1 46-049-1-005 44 2"x 4-1/2". .. .. ...1 CH 11 2"Angle Valve . ...1 46-048-1-009 COMPONENTS INCLUDED ONLY IN 12 Drip Funnel PRE-TRIMMED VALVE ASSEMBLIES: Connector. .. .. ...1 92-211-1-005 NO. DESCRIPTION QTY. P/N 13 Drip Funnel 45 Model BFV-N Butterfly Bracket. .. .......1 92-211-1-003 25 1/2"45'Elbow. ...1 CH Valve,6"(DN150)..1 5930OF06ON 14 Drip Funnel.......1 92-343-1-007 26 1/2"Cross .. .. ...1 CH 46 Butterfy Valve 15 3/32"Vent 27 1/2"Tee .. .. .. ...2 CH Assembly Component: Fitting .. .. .......1 92-032-1-002 28 1/2"x 1/4"x 1/2" GxG DPV-1 Valves, 16 1/4"Tube, Reducing Tee .....2 CH Figure 577 Coupling, 24" Long.. .... . . . 1 CH 29 1/2"x 1/2"x 1/4" 6"(DN150) .. .....1 57760ACP 17 1/4" Plug.. .... . . .2 CH Reducing Tee .. . . .1 CH FxF,FxG DPV-1 Valves, 18 1/2" Plug.. .. . . . . .2 CH 30 3/4"90'Elbow. . . . 1 CH Figure 71 Flange Adapter, 19 3/4" Plug.. . . . . . . . 1 CH 31 3/4"x 1/2"x 3/4" 6"(DN150) .. .. ...1 7160S 20 1" Plug . .. .. . . . . . 1 CH Reducing Tee .. . . .3 CH 47 Waterflow Pressure 21 1/2"x 1/4" Reducing 32 1"x 1"x 1/2" Alarm Switch, Bushing .. .... ...1 CH Reducing Tee .. ...1 CH Model PS10-2.....1 25710 22 1/2" Union. .......1 CH PIPE NIPPLES: 48 Low Air Pressure 23 3/4" Union. .......1 CH 33 1/4"x 3" .. .. .. ...2 CH Alarm Switch, 24 1/2"90'Elbow....1 CH 34 1/2"x Close . .. ...1 CH Model PS40-2.....1 25730 FIGURE 6-PART 3 OF 3 6 INCH(DN150)MODEL DPV-1 DRY PIPE VALVE EXPLODED ARRANGEMENT OF VALVE TRIM TFP1020 Page 14 of 20 7-1/8" f i 9" 14-7/8" 9-1/4" (180 mm) (230 mm) (380 mm) (235 mm) 2-1/2&3 INCH Q P ° o (DN65&DN80) 20-7/16" VALVE ® (520 mm) 16-1/8" (409,6 mm) db 2-1/2 or 3 INCH ° lac VALVES ° PQ 12" 6" 12" _ _ 14" (300 mm) (150 mm) (300 mm) (355 mm) 4 INCH Q p (DN 100) VALVE ® ® 21-7/8" (555 mm) AP 18-5/16" O ® D a (465 mm) ° QP 11-1/2" _ 7-1/4" _ 15" 14-3/4" _ (290 mm) (190 mm) (380 mm) (375 mm) 6 INCH (DN 150) / VALVE O qP o 24-1/2" O (620 mm) O b 21-7/8" O O (555,6 mm) O O FIGURE 7-PART 1 OF 2 MODEL DPV-1 DRY PIPE VALVE INSTALLATION DIMENSIONS, PRE-TRIMMED VALVE TFP1020 Page 15 of 20 6-3/4" 8" 14-7/8" 9-1/4" (170 mm) (200 mm) f (380 mm) (235 mm) 2-1/2&3 INCH p vV 16-9/16" o o (DN65&DN80) (420,7 mm) VALVE ® 12-1/4" (311, 2-1/2 orr IN 3 INCH VALVES o 6" (150 mm) _ 12" _ 6" _ 12" _ _ 14" (300 mm) (150 mm) (300 mm) (355 mm) 4INCH p D° 17-1/4" o (DN100) (440 mm) VALVE ® ® FxF:13-5/8"(346,1 mm) FxG: 113 1/4" 49,3 m) O �bd GxG:13-3/4"(349,3 mm) ➢qP ® DqP O 2-1/2"(65 mm) 11-1/2" 7-1/4" 15" 14-3/4" _ (290 mm) (190 mm) (380 mm) (375 mm) 6 INCH (DN150) p 9P 18-3/4" o VALVE (475 mm) ® 16" (406,4 mm) FxF, FxG, or GxG O db Dq pQ D a o 4-1/2" (115 mm) FIGURE 7-PART 2 OF 2 MODEL DPV-1 DRY PIPE VALVE INSTALLATION DIMENSIONS, VALVE AND SEMI-ASSEMBLED TRIM TFP1020 Page 16 of 20 the DPV-1 will permit complete draining The main drain and drip funnel drain Setting Valve Se n of the system (including any loose may be interconnected provided g scale)through the main drain port. a check valve is located at least procedure During the valve resetting procedure 12 inches (300 mm) below the drip and after the system is completely funnel. The Low Body Drain Valve Steps 1 through 11 are to be performed drained,the external reset knob can be (Figure 4,5,or 6)may be piped so as when initially setting the Model DPV-1 easily depressed to externally unlatch to discharge into the Drip Funnel or to Dry Pipe Valve;after an operational test the Clapper Assembly, as shown a separate drain. of the fire protection system; or, after in Figure 3E. As such, the Clapper • Suitable provision must be made system operation due to a fire. Assembly is returned to its normal set for disposal of drain water. Drainage NOTES:If the DPV-1 is equipped with position to facilitate setting of the dry water must be directed such that it a Dry Pipe Valve Accelerator,refer to its pipe sprinkler system,without having to will not cause accidental damage to resetting instructions before resetting remove the Handhole Cover. property or danger to persons. the DPV-1. Refer to TFP1105 for the • Unused pressure alarm switch and/or VIZOR or TFP1112 for the ACC-1. Installation water motor alarm connections must Based on the instructions provided, be plugged. reset the Accelerator at the appropriate General Instructions The Pressure Relief Valve provided time during the resetting of the DPV-1. Proper operation of the Model DPV-1 with the Valve Trim is factory set to Unless otherwise noted, refer to Figure being installed Pipe lve in depends ccordance with its trim the relieve 3,a pressure of approximately 4, 5, or 6 to identify functional trim instructions given in this Technical Data 45 psi or bar),which can typically m components. g used for a maximum normal system Sheet. Failure to follow the appropriate air pressure of 40 psi (2,8 bar). The Step 1. Close the Main Control Valve, trim diagram may prevent the DPV-1 Pressure Relief Valve may be reset to and close the Air Supply Control Valve. Valve from functioning properly, as a lower or higher pressure; however, If the DPV-1 is equipped with a Dry well as void listings,approvals,and the it must be reset to relieve at a pres- Pipe Valve Accelerator, remove the Dry manufacturer's warranties. sure which is in accordance with the Pipe Valve Accelerator from service Failure to latch open the Clapper requirements of the authority having in accordance with its Technical Data Assembly prior to a system hydro- jurisdiction. Sheet(Refer to TFP1105 for the VIZOR static test may result in damage to the To reset the Pressure Relief Valve, or TFP1112 for the ACC-1). Clapper Assembly. first loosen the jam nut and then Step 2.Open the Main Drain Valve and The DPV-1 Valve must be installed in a adjust the cap accordingly — clock- all auxiliary drains in the system. Close readily visible and accessible location. wise for a higher pressure setting the auxiliary drain valves after water or counter-clockwise for a lower ceases to discharge. Leave the Main The DPV-1 Valve and associated trim pressure setting. After verifying the Drain Valve open. must be maintained at a minimum desired pressure setting, tighten the Step 3. Depress the plunger of the temperature of 40°F(4°C). jam nut. Automatic Drain Valve to verify that Heat tracing of the DPV-1 Valve or its • Installation of an Air Maintenance it is open and that the DPV-1 Valve is associated trim is not permitted. Heat Device,as described in the Technical completely drained. tracing can result in the formation of Data Section, is recommended. Step 4. Open the Optional Alarm hardened mineral deposits that are capable of preventing proper operation. • An Inspector's Test Connection Control Valve, as applicable, if it was as required By NFPA 13 must be closed to silence local alarms. The Model DPV-1 Dry Pipe Valve is provided on the system piping at the Ste 5.As necessary, replace all s rin- to be installed in accordance with the most remote location from the Model Step that have operated. la Replacement criteria: DPV-1 Valve. sprinklers must e of the same type • All nipples,fittings,and devices must Conduit and electrical connections and temperature rating as those which be clean and free of scale and burrs are to be made in accordance with have operated. before installation. Use pipe thread the requirements of the authority sealant sparingly on male pipe having jurisdiction and/or the National FTOTM threads only. Electric Code. In order to prevent the possibility of • The DPV-1 Valve must be trimmed . Before a system hydrostatic test is a subsequent operation of an over- in accordance with Figures 4, 5, performed in accordance with NFPA heated solder type sprinkler,any solder or 6, as applicable. If the DPV-1 13 system acceptance test require- type sprinklers which were possibly is to be equipped with a Dry Pipe ments, the Clapper Assembly is exposed to a temperature greater than Valve Accelerator, refer to the to be manually latched open (Ref. their maximum rated ambient must be Technical Data Sheet TFP1105 for Figure 3D);the Automatic Drain Valve replaced. the VIZOR Accelerator Eorr TFP11112r th ery ipe Valve Model (Figure 4,5, or 6)is to be temporarily Step 6. Push down on the Reset replaced with a 1/2 inch NPT plug,the Knob (Figure 3E to allow the Clapper ACC-1 Mechanical Dry Pipe Valve 3/32 inch Vent Fitting(Item 13, Figure Assembly to re-seat. Accelerator. 4; Item 15,Figure 5;or Item 15,Figure y • Care must be taken to make sure that 6)is to be temporarily replaced with a Step 7. Pressurize the system with air check valves,strainers,globe valves, 1/4 inch NPT plug,and the Handhole (or nitrogen) to 10 psi (0,7 bar), and etc.are installed with the flow arrows Cover Bolts are to be tightened using then individually open all auxiliary drain in the proper direction. a cross-draw sequence. valves in the system piping to drain any water in• Drain tubing to the drip funnel must CI seneach drain val ep as soon as be installed with smooth bends that water ceases to discharge. will not restrict flow. TFP1020 Page 17 of 20 Also partially open the Low Body work on the fire protection system that sub-section Steps 2 through 5 for Drain Valve to assure that the riser is it controls, permission to shut down the instructions with regard to the inspec- completely drained. Close the Low affected fire protection system must be tion of the Clapper Facing. Body Drain Valve as soon as water obtained from the proper authorities quarterly Waterf low ceases to discharge. and notify all personnel who may be Alarm Test Procedure Step 8. Refer to Table B and then affected by action. Testing of the system waterflow alarms restore the system to the normal The owner is responsible for the should be performed quarterly.To test system air pressure as necessary to inspection, testing, and mainte- the waterflow alarm, open the Alarm hold the DPV-1 Valve closed. nance of their fire protection system Test Valve, which will allow a flow of Step 9. Depress the plunger on the and devices in compliance with this water to the Waterflow Pressure Alarm Automatic Drain Valve to make sure document, as well as with the appli- Switch and/or Water Motor Alarm. it is open and that there is no air cable standards of the National Fire Upon satisfactory completion of the discharging. Protection Association (e.g., NFPA test,close the Alarm Test Valve. g g' 25), in addition to the standards of any The absence of air discharging from authority having jurisdiction. Contact Water Pressure Inspection the Automatic Drain Valve is an indica- the installing contractor or sprinkler The Water Pressure Gauge is to be tion of a properly set air seat within the manufacturer regarding any questions. inspected monthly (per NFPA 25) DPV-1 Valve. If air is discharging, refer to ensure that normal system water to the Care and Maintenance section Automatic sprinkler systems are recom- pressure is being maintained. under Automatic Drain Valve Inspection mended to be inspected, tested, and p maintained by a qualified Inspection Air Pressure Inspection to determine/correct the cause of the Service in accordance with local The Air Pressure Gauge is to be leakage problem. requirements and/or national codes. inspected monthly (per NFPA 25) to Step 10.Partially open the Main Control ensure that normal system air pressure Valve.Slowly close the Main Drain Valve The operational test procedure is being maintained. as soon as water discharges from the and waterflow pressure alarm test g procedure will result in operation of Automatic Drain Valve Inspection drain connection. the associated alarms. Consequently, The Automatic Drain Valve should be Depress the plunger on the Automatic notification must first be given to the inspected monthly (per NFPA 25) by Drain Valve to make sure that it is open owner and the fire department, central depressing the plunger and checking to and that there is no water discharging. station,or other signal station to which ensure that the Automatic Drain Valve The absence of water discharging from the alarms are connected. is not discharging water and/or air. A the Automatic Drain Valve is an indica- discharge of water and/or air is an indi- tion of a properly set water seat within Annual Operation Test Procedure cation that the air and/or water seats the DPV-1 Valve. If water is discharging, Note:Unless otherwise noted, refer to are leaking, which could subsequently refer to the Care and Maintenance Figure 4, 5, or 6 to identify functional cause a false operation should the section under the Automatic Drain trim components. intermediate chamber become inad- Valve Inspection to determine/correct Proper operation of the DPV-1 Valve vertently pressurized. the cause of the leakage problem. (i.e., opening of the DPV-1 Valve during If leakage is present, take the DPV-1 If there are no leaks,the DPV-1 Valve is a fire condition) should be verified at Valve out of service(i.e.,close the main ready to be placed in service and the least once a year as follows: control valve, open the main drain Main Control Valve must then be fully Step 1. If water must be prevented from valve,close the air supply control valve, opened. flowing beyond the riser, perform the remove the Dry Pipe Valve Accelerator following steps. from service, as applicable, in accor- Note: After setting a fire protection dance with its Technical Data Sheet system, notify the proper authorities • Close the Main Control Valve. (Refer to TFP1105 for the VIZOR or and advise those responsible for moni- . Open the Main Drain Valve. TFP1112 for the ACC-1), and open the toring proprietary and/or central station Inspector's Test Connection to relieve alarms. • Open the Main Control Valve one turn the system air pressure to 0 psig as Step 11. Once a week after a valve is beyond the position at which water indicated on the System Air Pressure reset following an operational test or just begins to flow from the Main Gauge), and then after removing the system operation,the Low Body Drain Drain Valve. Handhole Cover, perform the following Valve(and any low point drain valves) • Close the Main Drain Valve. steps: should be partially opened (and then Step 2.Open the system's Inspector's Step 1. Make sure that the Seat Ring subsequently closed)to relieve drain- Test Connection. is clean and free of any nicks or signifi- back water. Continue this procedure cant scratches. until drain-back water is no longer Step 3. Verify that the DPV-1 Valve present. has operated, as indicated by the flow Step 2. Remove the Clapper Assembly of water into the system and that all from the valve by first pulling out the Care and waterflow alarms operate properly. Hinge Pin. Step 4. Close the system's Main Step 3. Disassemble the Clapper Maintenance Control Valve. Facing Retainer from the Clapper Step 5.Reset the DPV-1 Valve in accor- so that the Clapper Facing can be The following procedures and inspec- dance with the Valve Setting Procedure. removed and inspected. Make sure tions should be performed as indicated, that the Clapper Facing does not show in addition to any specific requirements Note: It is recommended that the signs of compression set,damage,etc. of the NFPA,and any impairment must requirement of NFPA 25 to annually Replace the Clapper Facing if there is be immediately corrected. inspect the inside of the valve be any signs of wear. Before closing a fire protection system performed at this time and prior to main control valve for maintenance resetting the DPV-1 Valve. Refer to the Automatic Drain Valve Inspection TFP1020 Page 18 of 20 Step 4. Clean the Clapper Facing, Pre-Trimmed DPV-1 Assemblies Accessories Clapper, and Clapper Facing Retainer, with Butterfly Valve Order the Technical Data Sheets for the and then reassemble the Clapper Specify:2-1/2 Inch DPV-1 Pre-Trimmed following,as applicable,for details and Assembly. Valve Assembly, P/N 52-310-3-925 additional accessories: Step 5.Reinstall the Clapper Assembly Specify: 3 Inch DPV-1 Pre-Trimmed Model PS10-2 with its Hinge Pin and then reinstall the Valve Assembly, P/N 52-310-3-930 Potter Electric Waterflow Handhole Cover. Pressure Alarm Switch Specify: 4 Inch DPV-1 Pre-Trimmed Valve Assembly, P/N (specify) . . . . . . . . . . . . . . . . . . • • • • P/N 25710 Ordering Model PS40-2 FxF. . . . . . . . . . . . . . . .P/N 52-310-3-040 Potter Electric Low Air Pressure Alarm FxG. . . . . . . . . . . . . . . .P/N 52-310-3-440 Switch . . . . . . . . . . . . . . . . P/N 25730 Procedure GxG . . . . . . . . . . . . . . .P/N 52-310-3-940 Model WMA1 Refer to Table A for Flange Drilling Specify: 6 Inch DPV-1 Pre-Trimmed Water Motor Alarm Specifications. Valve Assembly, P/N (specify) . . . . . . . . . . . . . . . . P/N 52-630-1-001 Standard DPV-1 Dry Pipe Valve FxF. . . . . . . . . . . . . . . .P/N 52-310-3-060 Model AMD-1 (American Standard Flange Drill- FxG. . . . . . . . . . . . . . . .P/N 52-310-3-460 Air Maintenance Device ing,Threaded Ports,and Groove GxG . . . . . . . . . . . . . . .P/N 52-310-3-960 Model' A 'AMD-2 M D ' • • • • • • • • P/N 52-324-2-002 Outside Diameter,as applicable) Pre-Trimmed DPV-1 Assemblies Air Maintenance Device Specify:(specify size)Model DPV-1 Dry without Butterfly Valve P/N 52-326-2-001 Pipe Valve with (specify Inlet x Outlet) Specify: 4 Inch DVP-1 Pre-Trimmed Model AMD-3 end connections, P/N (specify). Valve Assembly without Butterfly, P/N Nitrogen Maintenance Device 2-1/2 Inch(DN65) (specify) . . . . . . . . . . . . . . . .P/N 52-328-2-001 GxG, FxF. . . . . . . . . . . . . . . .P/N 52-310-4-040 2.88 inch(73,1 mm)O.D. FxG. . . . . . . . . . . . . . . .P/N 52-310-4-440 Replacement Valve Parts Groove x 2.88 inch(73,1 mm) Specify: (description) for use with O.D.Groove. . . . . . P/N 52-310-1-925 Specify: 6 Inch DVP-1 Pre-Trimmed (specify size) Model DPV-1 Dry Pipe Valve Assembly without Butterfly, P/N Valve, P/N (see Figure 1 Parts 1 and 2 3 Inch(DN80) (specify) as applicable). GxG, 3.50 inch(88,9 mm)O.D. FxF. . . . . . . . . . . . . . . .P/N 52-310-4-060 Replacement Trim Parts Groove x 3.50 inch(88,9 mm) FxG. . . . . . . . . . . . . . . .P/N 52-310-4-460 Specify: (description) for use with O.D.Groove. . . . . . P/N 52-310-1-930 Standard Galvanized (specify size) Model DPV-1 Dry Pipe 4 Inch(DN100) Semi-Assembled DPV-1 Trim Valve, P/N (Figures 4, 5, or 6, Part 3 as GxG, Specify: 2-1/2 and 3 Inch DPV-1 Semi- applicable). 4.50 inch(114,3 mm)O.D. Assembled Galvanized Trim, P/N 52-309-2-005. Weights hts Groove x 4.50 inch(114,3 mm) The following are the nominal weights O.D.Groove. . . . . . P/N 52-310-1-940 Specify:4 Inch DPV-1 Semi-Assembled for the valves and trim: FxG, Galvanized Trim, P/N 52-309-2-001 ANSI Drilled Flange Specify:6 Inch DPV-1 Semi-Assembled Pre-Trimmed DPV-1 Valve x 4.50 inch(114,3 mm) Galvanized Trim, P/N 52-309-2-002 Assemblies: O.D.Groove. . . . . . P/N 52-310-1-440 2-1/2 Inch (DN65) FxF, Optional Accelerator GxG Dry Pipe Valve. . . . . 87lbs.(40kg) ANSI Drilled Flange x ANSI VIZOR Electronic Dry Pipe 3 Inch(DN80) Drilled Flanged. . . . P/N 52-310-1-040 Accelerator(with Trim) GxG Dry Pipe Valve . . . . . 90lbs.(42kg) 6 Inch(DN150) (Details provided in TFP1105) 4 Inch(DN100) GxG, Specify: VIZOR Electronic Dry Pipe GxG Dry Pipe Valve . . . . 121lbs.(56kg) 6.62 inch(168,3 mm)O.D. Accelerator for use with the 4 or 6 4 Inch(DN100) Groove x 6.62 inch(168,3 mm) inch TYCO Model DPV-1 Dry Pipe FxG Dry Pipe Valve. . . . . 135lbs.(64kg) O.D.Groove. . . . . . P/N 52-310-1-960 Valve trim, P/N 52-312-3-001 4 Inch(DN100) FxG, Model ACC-1 Mechanical FxF Dry Pipe Valve. . . . . 145lbs.(69kg) ANSI Drilled Flange Accelerator 6 Inch(DN150) x 6.62 inch(168,3 mm) (Details provided in TFP1112) GxG Dry Pipe Valve . . . . 175lbs.(81kg) O.D.Groove. . . . . . P/N 52-310-1-460 6 Inch(DN150) FxF, Specify: Model ACC-1 Dry Pipe FxG Dry Pipe Valve. . . . .195lbs.(90kg) ANSI Drilled Flange x ANSI Accelerator, P/N 52-311-1-001, and 6 Inch(DN150) Drilled Flanged. . . . P/N 52-310-1-060 Galvanized Accelerator Trim for FxF Dry Pipe Valve. . . . 208lbs.(96kg) Model DPV-1 Dry Pipe Valve, Standard Galvanised P/N 52-311-2-010 Semi-Assembled DPV-1 Trim: 2-1/2 Inch(DN65) Optional 600 PSI Water Pressure Valve Trim . . . . . . . . . . . .23lbs.(11kg) Gauge 3 Inch(DN80) Specify: 600 PSI Water Pressure Valve Trim . . . . . . . . . . . .23lbs.(11kg) Gauge, P/N 92-343-1-004 4 Inch(DN100) Valve Trim . . . . . . . . . . . .30lbs.(14kg) 6 Inch(DN150) Valve Trim. . . . . . . . . . . . .30lbs.(14kg) TFP1020 Page 19 of 20 DPV-1 Valve: Part Numbers For Other 4 Inch FxG, 2-1/2 Inch(DN65) (DN100)Dry Pipe Valves JIS Flange x 6.62"(168,3 mm) GxG Dry Pipe Valve . . . . .37lbs.(17kg) Valves with NPT Ports Outside Dia.Groove 3 Inch(DN80) FxG, . . . . . . . . . . . . . . . . P/N 52-309-1-815 GxG Dry Pipe Valve . . . . .38lbs.(18kg) ISO Flange x 4.50"(114,3 mm) FxG, 4 Inch(DN100) Outside Dia.Groove JIS Flange x 6.50"(165,1 mm) GxG Dry Pipe Valve . . . . .57lbs.(26kg) . . . . . . . . . . . . . . . . P/N 52-309-1-253 Outside Dia.Groove 4 Inch(DN100) FxG, . . . . . . . . . . . . . . . . P/N 52-309-1-835 FxG Dry Pipe Valve. . . . . .67lbs.(31kg) AS Flange x 4.50"(114,3 mm) FxF, 4 Inch(DN100) Outside Dia.Groove ISO Flange x ISO Flange FxF Dry Pipe Valve. . . . . .77lbs.(36kg) . . . . . . . . . . . . • • • • P/N 52-309-1-613 . . . . . . . . . . . . . . . . P/N 52-309-1-135 6 Inch(DN150) FxG, FxF, GxG Dry Pipe Valve . . . . .95lbs.(44kg) JIS Flange x 4.50"(114,3 mm) AS Flange x AS Flange 6 Inch(DN150) Outside Dia.Groove . . . . . . . . . . . . . . . . P/N 52-309-1-515 FxG Dry Pipe Valve. . . . 108 lbs.(50kg) . . . . . • . . . . . . . • . . P/N 52-309-1-813 FxF, 6 Inch(DN150) FxF, JIS Flange x JIS Flange FxF Dry Pipe Valve. . . . .121lbs.(56kg) ISO Flange x ISO Flange . . . . . . . . . . . . . . . . P/N 52-309-1-715 Other DPV-1 Dry Pipe Valves . . . . . . . . . . . . . . . . P/N 52-309-1-133 Valves with ISO Ports Notes: Other DPV-1 Dry Pipe Valves FxF, GxG, are valves ordered with a any combi- AS Flange x AS Flange 6.62"(168,3 mm)Outside Dia. nation of flange, threaded ports, or . . . . . . . . . . . . . . . . P/N 52-309-1-513 Groove x 6.62"(168,3 mm) groove outside diameter not offered FxF, Outside Dia.Groove under"Standard DPV-1 Dry Pipe Valve" JIS Flange x JIS Flange offerings. • • • • • • • • • • • • • • • • P/N 52-309-1-925 . . . . . . . . . . . . . . . . P/N 52-309-1-713 GxG, Valves with NPT threaded ports are Valves with ISO Ports 6.50"(165,1 mm)Outside Dia. intended for use with the "Standard GxG, Groove x 6.50"(165,1 mm) Galvanized Semi-Assembled DPV-1 4.50"(114,3 mm)Outside Dia. Outside Dia.Groove Valve Trim"offered and detailed in this Groove x 4.50"(114,3 mm) . . . . . . . . . . . . . . . . P/N 52-309-1-945 document. Valves with ISO threaded Outside Dia.Groove FxG, ports are intended for use with special . . . . . . . . . . . . . • . . P/N 52-309-1-923 ISO Flange x 6.62"(168,3 mm) order trim that is provided by local FxG, Outside Dia.Groove distributors to meet the specific needs ISO Flange x 4.50"(114,3 mm) . . . . . . . . . . . . . . . . P/N 52-309-1-215 of certain localities. Please contact your Outside Dia.Groove FxG, local distributor regarding valves and . . . P/N 52-309-1-213 ISO Flange x 6.50"(165,1 mm) valve trim for specific localities. FxF, Outside Dia.Groove Specify:(specify size)Model DPV-1 Dry ISO Flange x ISO Flange . . . . . . . . . . . . . . . . P/N 52-309-1-315 Pipe Valve with (specify inlet x outlet) . . . . . . . . . . . . . . . . P/N 52-309-1-113 FxF, connections with (specify NPT or ISO) ISO Flange x ISO Flange threaded ports, P/N(specify). Part Numbers For Other 6 Inch . . . . . P/N 52-309-1-115 (DN150) Dry Pipe Valves Part Numbers For Other 2-1/2 Inch Valves with NPT Ports (DN65) Dry Pipe Valves GxG, Valves with NPT Ports 6.50"(165,1 mm)Outside Dia. GxG, Groove x 6.50"(165,1 mm) 3.00"(76,1 mm)Outside Dia. Outside Dia.Groove Groove x 3.00"(76,1 mm) . . . . . . . . . . . . . . . . P/N 52-309-1-935 Outside Dia.Groove FxG, . . . . . . . . . . . . . . . . P/N 52-309-1-930 ANSI Flange x 6.50"(165,1 mm) Valves with ISO Ports Outside Dia.Groove GxG, . . . . . . . . . . . . . . . . P/N 52-309-1-435 2.88"(73,0 mm)Outside Dia. FxG, Groove x 2.88"(73,0 mm) ISO Flange x 6.62"(168,3 mm) Outside Dia.Groove Outside Dia.Groove . . . . . . . . . . . . . . . . P/N 52-309-1-920 . . . . . . . . . . . . • • • • P/N 52-309-1-255 GxG, FxG, 3.00"(76,1 mm)Outside Dia. ISO Flange x 6.50"(165,1 mm) Groove x 3.00"(76,1 mm) Outside Dia.Groove Outside Dia.Groove • • • • • • • • • • • • • • • • P/N 52-309-1-335 . . . . . . . . . . . . . . . . P/N 52-309-1-940 FxG, Part Numbers For Other 3 Inch AS Flange x 6.62"(168,3 mm) (DN80) Dry Pipe Valves Outside Dia.Groove Valves with ISO Ports • • • • • • • • • • • • • • • • P/N 52-309-1-615 GxG, FxG, 3 AS Flange x 6.50"(165,1 mm) .50"(88,9 mm)Outside Dia. Groove x 3.50"(88,9 mm) Outside Dia.Groove Outside Dia.Groove P/N 52 309-1 635 . . . . . . . . . . . . . . . . P/N 52-309-1-922 TFP1020 Page 20 of 20 GLOBAL HEADQUARTERS 11400 Pennbrook Parkway,Lansdale,PA 19446 1 Telephone+1-215-362-0700 Copyright©2013 Tyco Fire Products, LP. All rights reserved. tgc:c CO® Worldwide www.tyco-fire.com Contacts Model RM-2 Riser Manifold IMPORTANT 100 psi (6,9 bar) to 310 psi (21,4 bar). Refer to Technical Data Sheet Excess system pressure is exhausted internally through the TD-2 valve's drain TFP2300 for warnings pertaining to outlet. For more information about the regulatory and health information. Model TD-2 Test and Drain Valve, refer j to Technical Data Sheet TFP965. / Scan the QR code or enter the URL 'Although the Riser Manifold described in this techni- cal data sheet is intended for the NFPA 13 sprinkler systems,it may be used for NFPA 13D or 13R residen- up-to-date electronic version of this tial sprinkler systems,where a test orifice of 2.8K or document. Data rates may apply. 4.2K is acceptable. ■ ■■ The TYCO Model RM-2 Riser Manifold described herein must be installed and ■ maintained in compliance with this document, as well as with the applica- ble standards of the NATIONAL FIRE ■ PROTECTION ASSOCIATION (NFPA), �;-Iwo in addition to the standards of any other Nominal Equivalent authorities havingjurisdiction. Failure Valve Size Length of ANSI in.(DN) Schedule 40 Pipe ■ to do so may impair the performance ft(m) of these devices. 2(DN50) 32(9,7) ■ r J The owner is responsible for main- taining their fire protection system 2-1/2(DN65) 31 (9,4) docs.jci.com/tycofire/tfp964 and devices in proper operating con- 3(DN80) 31 (9,4) dition. Contact the installing contrac- tor or product manufacturer with any 4(DN100) 36(10,9) General questions. 6(DN150) 55(16,7) Description Technical EA LOS FRICTION LOSS EXPRESSED The TYCO Model RM-2 Riser Mani- Data AS FLOW THROUGH fold features the necessary water- EQUIVALENT LENGTH OF flow alarm, pressure gauge, alarm test Approvals SCHEDULE 40 PIPE orifice, drain, sight glass and check UL and C-UL Listed valve equipment in a single assembly FM Approved Components for use in National Fire Protection Asso- Listed by California State Fire Marshall ciation(NFPA)standard NFPA 13"com- Note: Any alteration to the assembly pliant commercial sprinkler systems. voids UL approval and the product The riser manifold is available in a warranty. 2 in. to 6 in. range of sizes, and pro- Maximum Working Pressure vides a cost effective and easy transi- 300 psi(20,7 bar) tion arrangement to control valves and system piping. The riser manifold may Friction Loss be installed in either a horizontal or ver- See Table A tical orientation, for both single sprin- Available Sizes kler rises and floor control in high-rises. 2 in.(DN50) A TYCO Model TD-2 Test and Drain 2-1/2 in.(DN65) Valve installed on the riser manifold as 3 in.(DN80) shown in Figure 2 provides a simplified 4 in.(DN100) means for testing of waterflow alarm 6 in.(DN150) devices and draining for feed mains. Test Orifice The pressure relief valve, integrated in 2 to 3 in.(DN50 to DN80)Manifolds:2.8K the TYCO Model TD-2 Test and Drain 4 to 6 in.(DN100 to DN150)Manifolds:4.2K Valve, has an adjustable range of Page 1 of 6 AUGUST 2022 TFP964 TFP964 Page 2 of 6 Part Number or Specification No Qty Part Description CH 2(DN50) 2-1/2(DN65) 3(DN80) 4(DN100) 6(DN150) 1 1 Model BFV-300 Butterfly Valve,G x G 59300GO25WS 59300GO25WS 5930OG03OWS 5930OG04OWS 5930OG06OWS 2 2 Figure 716 Reducing Grooved Coupling 7162520ES - - - - 1 Figure 577 Rigid Grooved Coupling - 57725ACP 57730ACP 57740ACP 57760ACP 3 2 Figure 577 Rigid Grooved Coupling 57720ACP 57725ACP 57730ACP 57740ACP 57760ACP 4 1 Groove x Groove Nipple,Flow Switch 5940020 5940025 5940030 5940040 5940060 5 1 Waterflow Alarm Switch, 24110 24111 24112 24114 24116 Potter VSR 6 1 Model CV-1 FIR Riser Check Valve 59590102ORM 595901025 595901030 595901040 595901060 7 1 Groove x Groove x Thread Tee,TD-2 5940021 5940026 5940031 5940041 5940061 8 1 Model TD-2 Test 1-1/4"x 2.8K Orifice 598321 - and Drain Valve 2"x 4.2K Orifice - 598322 9 1 Model RM-2 Identification Tag 5941020 5941025 5941030 5941040 5941060 10 1 Water Pressure Gauge, 923431005 923431005 923431005 923431005 923431005 300 psi/2000 kPa 11 1 1/4"Gauge Test Valve 460051003 460051003 460051003 460051003 460051003 12 1 Pipe Nipple,Galvanized ✓ 1/4"x 3" 1/4"x 3-1/2" 13 2 Pipe Plug,Galvanized ✓ 1/4" 14 1 1 1 Pipe Plug,Galvanized ✓ 1-1/4" 2" NOTES 1. CH=Common Hardware 2. Refer to Technical Data Sheet TFP950 for information on Model CV-1 FR Riser Check Valve replacement parts Nominal Valve Size,in.(DN) Nominal Dimensions,in.(mm) A B C D E F G H 2(DN50) 23.5(597) 2.6(66) 9.4(239) 8.4(213) 5.1 (130) 2-1/2(DN65) 1-1/4 NPT 24.8(630) 3.5(89) 10.0(254) 8.4(213) 4.7(119) 5.7(145) 3(DN80) 25.2(640) 3.7(94) 10.2(259) 8.6(218) 5.9(150) 4(DN100) 28.2(716) 4.6(117) 11.1 (282) 9.6(244) 6.6(168) 6(DN150) 2 NPT 31.3(795) 5.9(150) 12.0(305) 11.4(290) 5.0(127) 7.5(191) D E - TEST AND F G A DRAIN VALVE I ® 8 SYSTEM WATER 0 0 - PRESSURE 7 ------ P GAUGE 10 B RISER 12 CHECK VALVE 11 / ------ 6 ® DRAIN CONNECTION 13 ❑ � 14 (REF.) 9 ® 1 (25 mm) C 3 MINIMUM 13 ® ® CLEARANCE t O H LL 5 O FACTORY WATERFLOW ASSEMBLY SHOWN, ,4 ALARM ROTATE COMPONENTS SWITCH AT COUPLING JOINTS AS NECESSARY TO 2 ® ® SYSTEM SUIT INSTALLATION SUPPLY Oo _ 1 SHUT-OFF -2" (DN50)ONLY VALVE © o lJ 2. - ------A FIGURE 1 MODEL RM-2 RISER MANIFOLD STANDARD ASSEMBLY AND DIMENSIONS TFP964 Page 3of6 Part Specification No Qty Part Description CH 2(DN50) 1 2-1/2(DN65) 3(DN80) 4(DN100) 1 6(DN150) 15 1 Pipe Nipple,Galvanized ✓ 1-1/4"x 5" 2"x 3-1/2" 16 1 Elbow,Galvanized ✓ 1-1/4"x 90° 2"x 90° NOTES 1. CH=Common Hardware Nominal Dimension Dim. in.(mm) 2(DN50) 2-1/2(DN65) 3(DN80) 4(DN100) 6(DN150) D 2.6(66) 3.5(89) 3.7(94) 4.6(117) 5.9(150) J 12.2(310) 12.8(325) 12.7(323) 12.0(305) 13.0(330) K 7.8(198) 8.4(213) 8.3(211) 7.2(183) 8.2(208) L 3.9(99) 5.0(127) D - J L K 15 16 r,671 0 o I I RISER TEST AND DRAIN VALVE 1 MANIFOLD J (SHOWN TO ILLUSTRATE SYSTEM DRAIN OUTLET ALTERNATE INSTALLATION DRAIN LOCATION ONLY, \ CONNECTION NOT INCLUDED IN KIT) / I I \ FIGURE 2 MODEL TD-2 TEST AND DRAIN VALVE ALTERNATE INSTALLATION KIT ARRANGEMENT Note:For horizontal installation,ensure Setting the Pressure Relief Valve Installation the TYCO Model CV-1FR Riser Check Step 1.Review the pressure relief valve The TYCO Model RM-2 Riser Manifold Valve is installed with the valve cover assembly on the test and drain valve as must be installed in accordance with up.For more information,refer to Tech- shown in Figure 3. this section. nical Data Sheet TFP950. Step 2. Rotate the pressure relief cap The Model RM-2 Riser Manifold may be Step 2. Connect the drain line and set and align the set pressure marks to the installed either horizontal) vertically. the Model TD-2 Test and Drain Valve to the set pressure indicating surface plus y or ver y' the CLOSED position. (+)or minus(-)a quarter turn. Note: Where applicable pipe thread Ste 3. Wire the riser manifold in sealant must be applied sparingly. Use p Note:To compensate for pressure fluc- of a non-hardening pipe thread sealant accordance with the wiring guidance in tuation,it is recommended to increase is recommended. Figure 3.All wiring must be performed pressure relief setting by rotating pres- in accordance with the authority having sure relief cap plus (+)one half to one Never remove any piping component jurisdiction and/or the National Electri- full turn when system pressure is close nor correct or modify any piping defi- cal Code. to set relief pressure. ciencies without first depressurizing and draining the system. Step 4. Place the system in service Installing the Riser Manifold by filling the system with water. When Step 1. Install the manifold assembly filling the system, partially open the with the flow arrow embossed the control valve to fill the system slowly. riser check valve oriented downstream Filling the system slowly helps to avoid from the water su I and secure from the waterflow alarm switch. pp Y, the end-connections with mechanical After the system is fully pressurized, grooved couplings listed for fire protec- completely open the control valve. tion service. Step 5.Secure all supply valves open. TFP964 Page 4of6 SWITCH TERMINAL CONNECTIONS UNINSULATED CLAMPING SEVERED LOOPED SECTION CAUTION: PLATE STRIPPED SINGLE An uninsulated section of a TERMINAL ENDS SEPARATE CONDUCTOR single conductor is not CLAMPING permitted to be looped around — CONDUCTORS PLATE the terminal and serve as two TERMINAL separate connections.The INCOMING wire must be severed to serve as two separate connections, thereby providing supervision of the connection in the event that the wire becomes dislodged from the terminal. OUTGOING IMPROPER CONNECTION METHOD PROPER CONNECTION METHOD WIRE NUT LOCAL WIRE NUT FIRE PANEL OR AUDIBLE/VISUAL ADDRESSABLE NEUTRAL ANNUNCIATOR MODULE WHITE WHITE BLACK w CE� a� o Om BLACK �L0 (LINE/HOT) D=Q OwZ 0mD Qz O o Qza O OO OO CONTACT RATINGS: 00 Two sets of SPDT(Form C) 10.0 Amps at 125/250VAC 2.0 Amps at 30VDC Resistive N NC C M O NC 10 mAmps min.at 24VDC ETH WheEconnecting to a UL Listed control panel, use panel resistor rating for circuit supervision NOTE: For supervised circuits,see"Switch Terminal Connections"above.The Waterflow Alarm Switch has two switches,one can be used to operate a central station,proprietary or remote signaling unit,while the other contact is used to operate a local audible or visual annunciator. FIGURE 3 MODEL RM-2 RISER MANIFOLD WIRING GUIDANCE TFP964 Page 5of6 — m— ROTATE TEST `DO NOT ROTATE PRESSURE VALVE HOUSING AS TEST VALVE RELIEF NECESSARY FOR HOUSING WHEN IN CAP UNOBSTRUCTED CLOSED POSITION FULL RANGE OF HANDLE SET u a, OPERABILITY' PRESSURE MARKS i � SET ROTATE PRESSURE TEST HANDLE 180' — INDICATING VALVE TO TEST SURFACE (NORMALLY TEST VALVE FLOW OPEN DRAIN VALVE CLOSED) HOUSING POSITION HANDWHEEL \ (FACTORY i ORIENTATION) f I — o a PRESSURE CLOSED OO RELIEF Pl0-S�ITION O�� VALVE P DRAIN VALVE (NORMALLY CLOSED) DRAIN I SIGHT GLASS CONNECTION EACH SIDE `— FIGURE 4 MODEL TD-2 TEST AND DRAIN VALVE FEATURES AND FUNCTION o o MODEL RM-2 Nominal Flexible Drain Hose RISER Valve Size End Connections p I MANIFOLD Range Length Part d ANSI in. NPT Groove in. Number o ( (DN) in. (DN) (mm) o o FLEXIBLE DRAIN 24 5940124 0 0 HOSE (DN50 to DN80) 1-1/4 (610) (DN32) 36 5940136 ( 24 5940224 4 to 6 2 (610) (DN100 to DN150) 2 (DN50) 36 5940236 (915) DRAIN PIPE Notes: AND FITTINGS O Q 1. Drain pipe and fittings not included J------------ III Illl IIII III FIGURE 5 MODEL RM-2 RISER MANIFOLD OPTIONAL FLEXIBLE DRAIN HOSE TFP964 Page 6 of 6 Care and The alarm/flow test procedure results Limited in operation of the associated alarms. Nify the owner andart- Maintenance ment, central station,torother sifire gnal Warranty The TYCO Model RM-2 Riser Manifold station to which the alarms are con- For warranty terms and conditions,visit must be serviced and maintained in nected, and the building occupants. www.tyco-fire.com. accordance with this section. The following inspection procedure Before closing a fire protection system must be performed as indicated, in Ordering control valve for inspection or main- addition to any specific requirements tenance work on the fire protection of the NFPA,and any impairment must Procedure system that it controls, obtain per- be immediately corrected: mission to shut down the effected fire Alarm/Flow Test Procedure Contact your local distributor for avail- protection system from the proper Step 1. Rotate the test valve handle ability. When placing an order, indi- authorities and notify all personnel who 180 degrees to the OPEN position as cate the full product name, including may be affected by this action. shown in Figure 4. description and part number(P/N). After placing a fire protection system Note:This action permits water to flow Riser Manifolds in service, notify the proper authorities through the orifice of the test valve sim- Model RM-2 Riser Manifold and advise those responsible for moni- ulating flow from an individual sprinkler Specify: Model RM-2 Riser Manifold, toring proprietary and/or central station located downstream of the waterflow Size(specify), P/N (specify) alarms. alarm switch as shown in Figure 1. 2 in.(DN50) ......................5940601 The owner is responsible for the inspec- Note: The test valve housing can be 2-1/2 in.(DN65) ...................5940611 tion, testing, and maintenance of their rotated 360 degrees to eliminate equip- 3 in.(DN80) ......................5940621 fire protection system and devices in ment interference with the test valve 4 in.(DN100)......................5940651 compliance with this document,as well handle as shown in Figure 4. 6 In.(DN150)......................5940661 as with the applicable standards of the ACC@SSOrieS NATIONAL FIRE PROTECTION ASSO- Do not rotate the test valve housing in CIATION such as NFPA 25, in addition the closed position. Optional Flexible Drain Hose to the standards of any authority having Step 2.Confirm water flow through the See Figure 5 for part descriptions and jurisdiction.Contact the installing con- test port by observing flow at the drain part numbers. tractor or product manufacturer with port sight glass. Specify: Flexible Drain Hose, P/N any questions. Step 3.Verify proper operation of the (specify) It is recommended that automatic waterflow alarm switch at the fire panel, Optional Test and Drain Valve sprinkler systems be inspected,tested, the addressable module, and the local Alternate Installation Kit and maintained by a qualified Inspec- audible/visual annunciator if installed Specify: Size Range (specify) Model tion Service in accordance with local as shown in Figure 3. RM-2 Riser Manifold, Test and requirements and/or national codes. Step 4.Rotate the test valve handle 180 Drain Valve Alternate Installation Kit, Note: With the exception of the Model degrees back to the CLOSED position. P/N (specify) TD-2 Test and Drain Valve and the 2 to 3 in.(DN50 to DN80)...........59352691 Model CV-1FR Riser Check Valve, do 4 to 6 in.(DN100 to DN150).........59352692 not attempt to repair any component of the Model RM-2 Riser Manifold in the Replacement Parts field. The Drain Valve Handwheel of the Model TD-2 Test and Drain Valve may See Figure 1 for part descriptions and be replaced in the field. Refer to Tech- part numbers. nical Data Sheet TFP950 for CV-1FR Specify: Model RM-2 Riser Manifold, repair information.Replace other com- Replacement(specify part description), ponents as whole assemblies only.See P/N (specify) Figure 1 for component descriptions Note:Refer to TFP965 for Model TD-2 and part numbers. Test and Drain Valve replacement parts. 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 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 CO® Worldwide www.tyco-fire.com Contacts TFP964 Change History Appendix ISSUE DATE NOTES Page 1,updated QR code and URL; Page 6,changed corporate address and telephone number to 1467 08-22 Elmwood Avenue,Cranston, RI 02910 1 Telephone+1-401-781-8220,formerly 1400 Pennbrook Parkway, Lansdale, PA 19446 1 Telephone+1-215-362-0700. Page 1, added QR code and URL to allow convenient access to electronic version from printed doc- 06-22 ument; Page 1, relocated Table A, formerly on page 3; Page 3, end of Installation section, added note providing guidance on pressure relief setting for circumstances when system pressure is close to set pressure relief. 09-21 Updated Ordering Procedure: Removed Model TD-2 Test and Drain Valve Replacement Handwheel sub-section;Added reference to data sheet TFP965 for TD-2 replacement parts. 05-21 Added optional separately ordered Flexible Drain Hose. 03-21 Added separately ordered replacement drain valve handwheel for TD-2 Test and Drain Valve. 02-21 Added 2" x 2-1/2" Figure 716 Reducing Coupling to supply inlet of 2" (DN50)assembly. 01-21 Rev A Removed optional Flexible Drain Hose. 01-21 Added Listed by California State Fire Marshall;Added optional Flexible Drain Hose. 08-20 New Technical Data Sheet TFP964 describes Model RM-2 Riser Manifold. 1467 Elmwood Avenue,Cranston,RI 02910 1 Telephone+1-401-781-8220 Johnson 01,to ©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. Controls ES-A-Deringer 30 Job Name Contractor Job Location Approval Engineer Contractor's P.O. No. Approval — Representative DeringerTM 30 Double Check Detector Assembly 4. . Sizes: 2"** - 8" a The DeringerTM 30 Double Check Detector Assembly(DCDA-ll) • • ,, prevents non-health hazard pollutants from entering a potable water supply system when backpressure and/or backsiphonage conditions occur. Used primarily on fire Approved for Fire Protection,Waterworks, Plumbing, sprinkler systems when monitoring of unauthorized water and Irrigation Applications. use is required. Materials Features Valve Housing: 304 Stainless Steel •Integral shutoff valves indoor/outdoor application Valve Cover: 304 Stainless Steel •100%stainless steel housing SOV Disks: EPDM/304SS •Tamper-resistant test cocks SOV Shafts: 304 Stainless Steel •Patented Dual-actionTm check modules Bypass Spring 302 Stainless Steel - Poppet action at low flow SOV Bearings: Teflon®fluoropolymer/Bronze -Swing action at high flow Non-wetted Bolts: Grade 8 Zinc Plated •Lead Free* Bronze bypass components Check Disks: Silicone(NSF) •CuFt or gallons bypass meter Wetted Fasteners: 18-8 Stainless Steel •DCDA-II single check bypass Bypass Components: Lead Free Bronze •Silicone elastomer check discs Check Springs: 17-7 Stainless Steel •Prewired supervisory switches Check Pins: 17-7/18-8 Stainless Steel •Flange adapters available Check Seats: Noryl® Polymer(NSF) •IPS grooved ends O-rings: Buna-N (NSF) Bypass Internals: ABS Polymer(NSF) Specifications Pressure — Temperature The Deringer 30 Double Check Detector Assembly shall utilize two independent Dual-action check modules and two integral Temperature Range:33°F-140°F resiliently seated shut-off valves all of which shall be contained Working Pressure: 10-175psi within a single rigid valve housing constructed entirely of 304 stainless steel. Both integral shutoff valves shall include *The wetted surface of this product contacted by consumable pre-wired supervisory tamper switches contained within a water contains less than 0.25%of lead by weight. weatherproof actuator housing approved for both indoor and outdoor use. Dual-action check modules shall operate as a Teflon®is a registered trademark of The Chemours Company. "poppet style"check under low flow conditions, operate as Nory10 is a registered trademark of SABIC Global Technologies B.V. a"swing style"check under high flow conditions and utilize replaceable silicone elastomer sealing discs.Assembly test ONFiToTMM cocks shall be handle-less and operate via a tamper resistant The information contained herein is not actuator.Assembly shall have a single full access service port intended to replace the full product installa- and cover with an "inline" replaceable elastomer seal. The tion and safety information available or the bypass assembly shall include a meter registering either experience of a trained product installer.You gallons or cubic feet, a single check valve and required test are required to thoroughly read all installation cocks.Assembly shall be serviceable without special tools and instructions and product safety information approved for both horizontal and vertical applications. before beginning the installation of Ak this product. 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 O = 15 fps Flow Performance _ (Ipm) 379 757 1136 1514 1893 2271 2650 3028 18 124 a 16 2„/2„ 4" 110 14 3" 96 12 83 J 10 69 8 55 6 41 cn 4 28 2 14 a� 0 (kPa) 0 100 200 300 400 500 600 700 800 Specific orientation&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� 0 400 800 1200 1600 2000 2400 *Specific orientation&agency flow characteristics available on website Rate Of Flow (gpm) Standards AWWA C510-07 Compliant NSF/ANSI 372, UL CERTIFIED LEAD FREE Dimensions - Weights End Connections - IPS Groove for Steel Pipe: AWWA C606 - Flange Adapters: ANSI B16.1 Class 125 ssfF� Ht D H ®C US APPROVED AssE U SC � O �Hb APPROVED 1015 L W Size Model 2(2'/2)** 30 7.1 180 2.9 74 22.3 566 0.0 0 10.0 254 11.0 279 52 24 2'/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 utilizes a 2 1/2"assembly with 2 1/2"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 1951 0 2020 Watts tqCaRre Suppression & Building Products Technical Services 800-381-9312 1+1-401-781-8220 www.tyco-fire.com Model CV-1F Check Valves 2 to 12 Inch (DN50 to DN300) General The Model CV-1F Check Valves described herein must be installed Descry t/on and maintained in compliance with this N document and with the applicable stan- The TYCO Model CV-1 F Check Valve is dards of the National Fire Protection a compact and rugged swing-type unit Association, in addition to the stan- that allows water flow in one direction dards of any authorities having juris- and prevents flow in the opposite direc- diction. Failure to do so may impair the o' tion. A resilient elastomer seal facing performance of this device. on the spring-loaded clapper ensures Owners are responsible for maintain- a leak-tight seal and non-sticking oper- ing their fire protection system and ation.The Model CV-1 F Check Valves devices in proper operating condition. are designed to minimize water hammer The installing contractor or manufac- • caused by flow reversal. turer should be contacted with any The Model CV-1F Check Valve is questions. furnished with grooved ends and can be installed using Grinnell Grooved Technical Couplings or GRINNELL Figure 71 Installation Flange Adapters. The Model CV-1F Data Check Valves have been designed The Model CV-1 F Check Valves are with a removable cover for ease of field to be installed in accordance with the maintenance. These valves can be Approvals following instructions: installed horizontally(with cover in the UL, C-UL, and FM g upward position)or vertically with the Sizes 1.The arrow cast on the Body must flow in the upward direction. Refer to 2 to 12 Inch (DN50 to DN300) point in the direction of the flow. Figure 4. 2.Valves installed vertically must be Maximum Working Pressure positioned with the flow in the up- A Maintenance Check Valve Kit 300 psi (20,7 bar) ward direction. (TFP1555) is available to allow the maintenance procedure of back- Valve Assembly Finish 3.Valves installed horizontally must be flushing through the fire department Red, non-lead paint positioned with the Cover facing up. connection without removing the Model Refer to Figure 4. CV-1F Check Valve from the pipe line. 4.Grooved end pipe couplings used The Model CV-1F Check Valves area with the Model CV-1F Check Valve redesign for the Central Figure 590F must and GRINNELL Figure 590F. manufacturer's instructions. be installed in accordance with EMM Never remove any piping component nor correct or modify any piping defi- ciencies without first de-pressurizing and draining the system. Failure to do so may result in serious personal injury, property damage, and/or impaired device performance. Page 1 of 4 OCTOBER 2010 TFP1550 TFP1550 Page 2 of 4 B A C O ♦ O.D. D — NPT 1/2" NPT j E F Nominal Pipe Size Nominal Dimensions Inches(mm) Cover Approx. Bolt Torq. Weight ANSI O.D. Lbs.-ft. Lbs. Inches Inches A B C D E F J (Nm) (kg) DN (mm) 2 2.375 6.75 4.38 2.55 2.57 3.25 4.75 1.62 18 9.0 DN50 (60,3) (171,5) (111,3) (64,8) (65,3) (82,3) (120,7) (41,5) (25) (4,5) 2-1/2 2.875 8.00 5.80 3.41 3.40 3.88 6.00 1.70 39 10.0 DN65 (73,0) (203,2) (147,3) (86,6) (86,4) (98,6) (152,4) (43,2) (54) (4,5) 76,1 - 8.00 5.80 3.41 3.40 3.88 6.00 1.70 39 10.00 DN65 (76,1) (203,2) (147,3) (86,6) (86,4) (98,6) (152,4) (43,2) (54) (4,5) 3 3.500 8.37 5.76 3.60 3.40 3.88 6.00 1.70 39 11.0 DN80 (88,9) (212,6) (146,3) (91,4) (86,4) (98,6) (152,4) (43,2) (54) (5,0) 4 4.500 9.63 6.74 4.61 3.63 4.56 7.13 1.84 50 25.0 DN100 (114,3) (244,6) (171,2) (117,1) (92,2) (115,1) (181,1) (46,7) (69) (11.3) 139.7 - 10.50 7.50 5.29 4.20 4.90 7.60 1.90 39 29.0 DN125 (139.7) (266,7) (190,5) (134,4) (106,7) (124,5) (193,0) (48,3) (54) (13.2) 5 5.563 10.50 7.50 5.29 4.20 4.90 7.60 1.90 39 29.0 DN125 (141,3) (266,7) (190,5) (134,4) (106,7) (124,5) (193,0) (48,3) (54) (13,2) 165.1 - 11.50 8.05 5.75 4.50 5.00 7.60 1.48 60 47.0 DN150 (165.1) (292,1) (204,5) (146,1) (114,3) (127,0) (193,0) (37,6) (82) (21,3) 6 6.625 11.50 8.05 5.75 4.50 5.00 7.60 1.48 60 47.0 DN150 (168,3) (292,1) (204,5) (146,1) (114,3) (127,0) (193,0) (37,6) (82) (21,3) 8 8.625 14.00 10.25 7.75 5.62 5.45 8.40 2.20 120 66.0 DN200 (219,1) (355,6) (260,4) (196,9) (142,7) (138,4) (213,4) (58,9) (164) (29,9) 10 10.750 18.00 13.00 10.21 6.38 7.50 10.50 3.00 130 109.7 DN250 (273,1) (457,2) (330,2) (259,3) (162.1) (190.5) (266,7) (76,2) (178) (49,4) 12 12.750 21.00 14.28 11.31 7.26 7.62 10.62 2.75 130 151.0 DN300 (323,9) (533,4) (362,7) (287,2) (184,4) (193,5) (269,7) (69.9) (178) (68,0) FIGURE 1 MODEL CV-1F CHECK VALVES NOMINAL DIMENSIONS TFP1550 Page 3of4 8 8 4,16 18 17 9 5 2 SEE 2 7 9 VIEW A 3 2"-8" 2 10"-12" 7 5 (DN50-DN200) (DN250-DN300) VIEW A 13 D 5 13 SEE , 11,16 DETAIL B 11 14,16 19 6 5 6 1 15 2"-8" 10"-12" (DN50-DN200) (DN250-DN300) DETAIL B Detail Part Material Oty. Detail Part Material Oty. Detail Part Material Qty. 1 Body Ductile Iron 1 6 Clapper EPDM 1 14 Locknut Stainless 1 Facing Grade"E" Steel 2 Cover Ductile Iron 1 7 Spring Stainless 1 15 Plug- Cast Iron 2 Steel 1/2-14 NPT 3 Cover Nitrile Rubber 1 8 Hinge Stainless 1 16 Adhesive Thread AR Gasket Shaft Steel Sealer Hex Cap Steel,Zinc AR 9 Retaining Stainless AR 17 Nameplate Aluminum 1 4 Screw Plated Ring Steel Clapper Stainless Retention Stainless 2 -8 Steel 11 Bolt Steel 1 18 Rivet Steel 2 5 (DN50-200) 1 Clapper Retaining Stainless Stainless 10"-12- Ductile Iron 13 Disc Steel 1 19 Spacer Steel 1 (DN250-300) FIGURE 2 MODEL CV-IF CHECK VALVES ASSEMBLY FLOW RATE IN LITRES PER MINUTE(LPM) (1 GPM=3,785 LPM) 500 700 1000 2000 3000 5000 7000 10000 20000 30000 50000 5.0 4.0 0 0 0,30 h = Q o a a 3.0 V� o z `? 1 vz Q2 ^rye o z _ �h o Q rr 2.0 ry 20 Q= o0 o m �z ° 20 VZ =� o W 00 W CJ h _ O h p `° QC Co � =`v �0 0,10 o a w 20 2 0,09 W ii zEL cn cb U� 0,08 d u) z 1.0 0= ?V 0,07 Q a O 0.9 '� JCL 0,06 ? a 0.8 :5i z 0.7 I I III !HAW0'05 0.6 0,04 0.5 100 200 300 400 600 1000 2000 3000 4000 6000 10000 15000 FLOW RATE IN GALLONS PER MINUTE(GPM) FIGURE 3 MODEL CV-1F CHECK VALVES PRESSURE LOSS DATA TFP1550 Page 4 of 4 Care and Limited TFSBP was informed about the possi- bility of such damages, and in no Maintenance Warranty event shall TF liability exceed an amount equal too the the sales price. Products manufactured by Tyco Fire The foregoing warranty is made in lieu Suppression & Building Products of any and all other warranties. express Before closing a fire protection system (TFSBP) are warranted solely to the or implied, including warranties of main control valve for maintenance original Buyer for ten(10)years against merchantability and fitness for a partic- work on the fire protection system defects in material and workmanship ular purpose. that it controls, obtain permission to when paid for and properly installed shut down the affected fire protection and maintained under normal use This limited warranty sets forth the system from the proper authorities and and service. This warranty will expire exclusive remedy for claims based on notify all personnel who may be affect- ten (10) years from date of shipment failure of or defect in products, materi- ed by this decision. by TFSBP. No warranty is given for als or components,whether the claim is products or components manufac- made in contract,tort, strict liability or After placing a fire protection system tured by companies not affiliated by any other legal theory. in service, notify the proper authorities ownership with TFSBP or for products This warranty will apply to the full and advise those responsible for moni- and components which have been extent permitted by law.The invalidity, toring proprietary and/or central station subject to misuse, improper instal- in whole or part, of any portion of this alarms. lation, corrosion, or which have not warranty will not affect the remainder. Responsibility lies with owners for the been installed, maintained, modified inspection,testing,and maintenance of or repaired in accordance with appli- Ordering their fire protection system and devices cable Standards of the National Fire in compliance with this document, as Protection Association,and/or the stan- procedure well as with the applicable standards of dards of any other Authorities Having the National Fire Protection Association Jurisdiction. Materials found by TFSBP Contact your local distributor for avail- (for example, NFPA 25), in addition to to be defective shall be either repaired ability.When placing an order, indicate the standards of any authority having or replaced, at TFSBP's sole option. the full product name and Part Number jurisdiction. The installing contractor TFSBP neither assumes, nor authorizes (P/N). or product manufacturer should be any person to assume for it, any other contacted relative to any questions. obligation in connection with the sale of Model CV-1F Check Valves Any impairments must be immediately products or parts of products.TFSBP Specify: size and P/N (below). corrected. shall not be responsible for sprinkler p p 2"(DN50)...............P/N 59-590-0-020 or Automatic sprinkler systems are recom- system design errors or inaccurate incomplete information supplied by y 2-1/2-(DN65)............P/N 59-590-0-025 mended to be inspected, tested, and 76,1 mm(DN65) .........P/N 59-590-0-076 maintained by a qualified Inspection Buyer or Buyer's representatives. 3-(DN80)...............P/N 59-590-0-030 Service in accordance with local In no event shall TFSBP be liable, in 4-(DN100)..............P/N 59-590-0-040 requirements and/or national codes. contract, tort, strict liability or under 139,7 mm(DN125) .......P/N 59-590-0-139 any other legal theory, for inciden- 5-(DN125)..............P/N 59-590-0-050 tal, indirect, special or consequential 165,1 mm(DN150) .......P/N 59-590-0-165 damages, including but not limited to 6-(DN150)..............P/N 59-590-0-060 labor charges, regardless of whether 8 (DN200)..............P/N 59-590-0-080 10-(DN250).............P/N 59-590-0-100 12-(DN300).............P/N 59-590-0-120 OUTLET COVER FLOW i O INLET - OUTLET COVER _ ( 0� INLET FLOW VERTICAL ORIENTATION HORIZONTAL ORIENTATION FIGURE 4 MODEL CV-1F CHECK VALVES INSTALLATION Copyright© 2008-2010 Tyco Fire Suppression&Building Products.All rights reserved. CP� POTTER BELLS The Symbol of Protection PBA-AC & MBA-DC UL,ULC,and FM Approved Sizes Available: 6"(150mm),8"(200mm)and 10"(250mm) Voltages Available: 24VAC 120VAC 12VDC(10.2 to 15.6)Polarized 24VDC(20.4 to 31.2)Polarized Service Use: Fire Alarm General Signaling Burglar Alarm Environment: Indoor or outdoor use(See Note 1) -400 to 150OF(-401 to 66°C) (Outdoor use requires weatherproof backbox.) Termination: AC Bells-4 No. 18 AWG stranded wires DC Bells-Terminal strip * APPa°°E Finish: Red powder coating Optional: Model BBK-1 weatherproof backbox Model BBX-1 deep weatherproof backbox These vibrating type bells are designed for use as fire,burglar or general Notes: signaling devices. They have low power consumption and high decibel 1. Minimum dB ratings are calculated from integrated sound pressure ratings.The unit mounts on a standard 4"(101mm)square electrical box measurements made at Underwriters Laboratories as specified in UL for indoor use or on a model BBK-1 weatherproof backbox or BBX-1 Standard 464. UL temperature range is-30'to 150°F(-341 to 661C). deep weatherproof backbox for outdoor applications. Weatherproof 2. Typical dB ratings are calculated from measurements made with a backbox model BBK-1,Stock No. 1500001. conventional sound level meter and are indicative of output levels in an actual installation. 3. ULC only applies to MBA DC bells. Size inches Voltage Model Stock Current Typical dB at Minimum dB at (mm) Number Number (Max.) 10 ft.(3m)(2) 10 ft.(3m)(1) 6(150) 12VDC MBA126 1750070 .12A 85 76 8(200) 12VDC MBA128 1750080 .12A 90 77 10(250) 12VDC MBA1210 1750060 .12A 92 78 6(150) 24VDC MBA246 1750100 .06A 87 77 8(200) 24VDC MBA248 1750110 .06A 91 79 10(250) 24VDC MBA2410 1750090 .06A 94 80 6(150) 24VAC PBA246 1806024* .17A 91 78 8(200) 24VAC PBA248 1808024* .17A 94 77 10(250) 24VAC PBA2410 1810024* .17A 94 78 6(150) 120VAC PBA1206 1806120* .05A 92 83 8(200) 120VAC PBA1208 1808120* .05A 99 84 10(250) 120VAC PBA12010 1810120* .05A 99 86 All DC bells are polarized and have built-in transient protection. *Does not have ULC listing. A WA R N I N G In outdoor or wet installations,bell must be mounted with weatherproof backbox,BBK-1 or BBX-1.Standard electrical boxes will not provide a weatherproof enclosure.If the bell and/or assembly is exposed to moisture,it may fail or create an electrical hazard. Potter Electric Signal Company,LLC•2081 Craig Road,St.Louis,MO,63146-4161•Phone:800-325-3936/Canada 888-882-1833•www.pottersignal.com PRINTED IN USA MFG.#5400776-REV Y PAGE 1 OF 2 5/08 (E) POTTER BELLS ® The Symbol of Protection PBA-AC & MBA-DC Bells Dimensions Inches(mm) Wiring(rear view) Fig. 1 Fig.3 A.C.BELLS 10" WHITE(IN) WHITE(OUT) ° 8" I (200) FROM CONTROL 6" I I PANEL OR (150) I PRECEDING BELL I I o BLACK(OUT)BLACK(E� VOj CAUTION: WHEN ELECTRICAL SUPERVISION IS REQUIRED USE IN AND OUT LEADS AS SHOWN. 211/16" (68) DWG#776-1 NOTES: 1.WHEN USING AC BELLS,TERMINATE EACH EXTRA WIRE SEPARATELY AFTER LAST BELL. 2.END-OF-LINE RESISTOR IS NOT REQUIRED ON AC BELLS. DWGtt 7763 Weatherproof Backbox Dimensions Inches(mm) Fig.2 FACP Box has one threaded 1/2"conduit entrance 0 5 3/4" _ 3 3/8" 5" To Next (146) 0 (86) (127) Device or End-of-Line Resistor 3 3/8" 1 5/8, (8� (41) 4 1/4" (108) Installation DWG#776-2 1. The bell shall be installed in accordance with NFPA 13,72,or local AHJ.The top of the device shall be no less than 90"AFF and not less than 6"below the ceiling. O 2. Remove the gong. o 3. Connect wiring(see Fig.3). 0 4. Mount bell mechanism to backbox(bell mechanism must be mounted with the striker pointing down). ° 5. Reinstall the gong(be sure that the gong positioning pin,in the mechanism housing,is in the hole in the gong). l 6. Test all bells for proper operation and observe that they can BBx-1 / be heard where required(bells must be heard in all areas as designated by the authority having jurisdiction). AWARNING Failure to install striker down will prevent bell from operating. PRINTED IN USA MFG.#5400776-REV Y PAGE 2 OF 2 5/08 CO® Worldwide www.tyco-fire.com Contacts RAPID RESPONSE Series LF11 Residential 4.9 K-factor Pendent Sprinkler Wet Pipe Systems General • A two-piece Style 20 Recessed Escutcheon with recessed adjust- Description ment up to 1/2 in. (12,7 mm) from the flush pendent position. TYCO RAPID RESPONSE Series The adjustment provided by either r--► LFII Residential 4.9K Pendent and Recessed Escutcheon reduces the Recessed Pendent Sprinklers(TY2236) accuracy to which the pipe drops to are decorative, fast response, frangi- the sprinklers must be cut. ble bulb sprinklers designed for use The Series LFII Residential Sprinklers in residential occupancies such as have been designed with heat sensi- homes, apartments, dormitories, and tivity and water distribution charac- hotels.When aesthetics and optimized teristics proven to help in the control flow characteristics are the major con- of residential fires and to improve the sideration, the Series LFII Residential chance for occupants to escape or be Sprinklers(TY2236)should be the first evacuated. NSF choice. The Series LFII Residential Sprinklers Corrosion-resistant coatings, where applicable,are utilized to extend the life �sO are intended for use in the following of copper alloy sprinklers beyond that scenarios: which would otherwise be obtained Sprinkler • wet pipe residential sprinkler sys- when exposed to corrosive atmo- tems for one- and two-family dwell- spheres. Although corrosion-resistant Identification ings and mobile homes per NFPA coated sprinklers have passed the 13D standard corrosion tests of the appli- Humber (SIN) • wet pipe residential sprinkler sys- cable Approval agencies,the testing is tems for residential occupancies up not representative of all possible cor- TY2236 to and including four stories in height rosive atmospheres. Consequently, TY2236 is a replacement for the TY2234. per NFPA 13R it is recommended that the end user . be consulted with respect to the suit- Technical • wet pipe sprinkler systems for the ability of these coatings for any given residential portions of any occu- corrosive environment. The effects of Data pancy per NFPA 13 ambient temperature,concentration of The recessed version of the Series LFII chemicals, and gas/chemical velocity should be considered, as a minimum, Approvals Residential Sprinklers is intended for along with the corrosive nature of the uL and C-lJL Listed use in areas with finished ceilings when chemical to which the sprinklers will be Certified to all requirements of used with one of the following: exposed. NSF/ANSI 61 • A two-piece Style 15 Recessed Note:Sprinklers with a polyester finish are Escutcheon with recessed adjust- INOTAM UL Listed as corrosion-resistant sprinklers. ment up to 5/8 in. (15,9 mm) from the flush pendent position. The Series LFII Residential Pendent See the Design Criteria section for details and Recessed Pendent Sprinklers on these approvals. IMPORTANT (TY2236) described herein must be Maximum Working Pressure Refer to Technical Data Sheet installed and maintained in compli- 175 psi(12,1 bar) TFP2300 for warnings pertaining to ance with this document and the appli- regulatory and health information. cable standards of the NATIONAL FIRE Discharge Coefficient PROTECTION ASSOCIATION (NFPA), K=4.9 gpm/psi (70,6 Ipm/bar z) Always refer to Technical Data in addition to the standards of any Temperature Rating Sheet TFP700 for the "INSTALLER authorities having jurisdiction. Failure 155°F(68°C)or 175T(79°C) WARNING" that provides cautions to do so may impair the performance with respect to handling and instal- of these devices. Finishes lation of sprinkler systems and com- Natural Brass, Pure White Polyester ponents. Improper handling and The owner is responsible for main- Coated,Signal White Polyester Coated, installation can permanently damage taining their fire protection system Jet Black Polyester Coated,or Chrome a sprinkler system or its compo- and devices in proper operating con- Plated nents and cause the sprinkler to fail dition. Contact the installing contrac- to operate in a fire situation or cause for or product manufacturer with any it to operate prematurely. questions. Page 1 of 4 SEPTEMBER 2020 TFP403 TFP403 Page 2 of 4 7/16" (11,1 mm) 1/2" ESCUTCHEON Components: NOMINAL NPT PLATE SEATING 2-7/8" DIA. 1 Frame MAKE-IN SURFACE (73,0 mm) 2 Button 3 - Sealing Assembly 1 4 - Bulb 5 - Compression 2 1 -_- Screw 2-1/4" 6 - Deflector* 3 p A (57,2 mm) 7j 4 1-5/81, (41,3 mm) WRENCH STYLE 15 or 20 RECESSED *Temperature 5 FLATS ESCUTCHEON rating is indicated on 6 Deflector. CROSS SECTION PENDENT RECESSED PENDENT FIGURE 1 RAPID RESPONSE SERIES LFII RESIDENTIAL 4.9K PENDENT AND RECESSED PENDENT SPRINKLERS(TY2236) 2-7/8" DIA. _ 2-7/8" DIA. (73,0 mm) 5/8" 15,9 mm (73,0 mm) 1/2" 12,7 mm 3/8 5/16" ( ) 5/16 1/4" ( ) (9,5 7,9 mm) 2-1/4" DIA. FLUSH (7,9 6,4 mm) 2-1/4" DIA. FLUSH FACE OF (57,2 mm) FACE OF (57,2 mm) SPRINKLER MOUNTING SPRINKLER MOUNTING FITTING PLATE FITTING PLATE / / �/ MOUNTING MOUNTING SURFACE 1/8" SURFACE 1/8" (3,2 mm) (3,2 mm) 1-9/16" (39,7 mm) T 1-9/16" (39,7 mm) CLOSURE TY2236 CLOSURE TY2236 15/16"(23,8 mm) 1-1/16" (27,0 mm) FIGURE 2 FIGURE 3 SERIES LFII RECESSED PENDENT SPRINKLER SERIES LFII RECESSED PENDENT SPRINKLER ASSEMBLY WITH TWO-PIECE 518 INCH TOTAL ASSEMBLY WITH TWO-PIECE 112 INCH TOTAL ADJUSTMENT STYLE 15 RECESSED ESCUTCHEON ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON WRENCH RECESS / WRENCH RECESS (END"A" USED FOR TY2236) PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 4 FIGURE 5 W-TYPE 6 W-TYPE 7 RECESSED SPRINKLER WRENCH SPRINKLER WRENCH TFP403 Page 3of4 WET PIPE SYSTEM Minimum Flow and Residual Pressure(2)(3) Maximum Ordinary Temperature Rating Intermediate Temperature Rating Coveragge 155°F(68°C) 175°F(79°C) f1 Minimum Area( Deflector to Installation Spacing ft x ft Flow Pressure Flow Pressure Ceiling Type ft (m x m) gpm psi gpm psi (m) (1/min) (bar) (1/min) (bar) 12 x 12 13 7.0 13 7.0 Smooth (3,7 x 3,7) (49,2) (0,48) (49,2) (0,48) Ceilings 14 x 14 13 7.0 13 7.0 1-1/4 in.to 4 in. Recessed us- (4,3 x 4,3) (49,2) (0,48) (49,2) (0,48) ing either Style Beamed 15 or Style 20 16 x 16 13 7.0 13 7.0 Ceilings per 8 (4,9 x 4,9) (49,2) (0,48) (49,2) (0,48) NFPA 13D Escutcheon or (2,4) or 13R non-recessed 18 x 18 17 12.0 17 12.0 1-1/4 in.to Per NFPA 13D, (5,5 x 5,5) (64,3) (0,83) (64,3) (0,83) 1-3/4 in. below 13R,or 13 20 x 20 20 16.7 20 16.7 bottom of beam. Al x 6,1) (75,7) (1,15) (75,7) (1,15) Notes: 1. For coverage area dimensions less than or between those indicated,use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. 2. Requirement is based on minimum flow in gpm(Ipm)from each sprinkler.The associated residual pressures are calculated using the nominal K-factor.See Hydraulic Design under the Design Criteria section. 3. For NFPA 13 residential applications,the greater of 0.1 gpm/ft2 over the design area or the flow in accordance with the criteria in this table must be used. TABLE A WET PIPE SYSTEM SERIES LFII RESIDENTIAL 4.9K PENDENT AND RECESSED PENDENT SPRINKLERS(TY2236) NFPA 13D, 13R,AND 13 HYDRAULIC DESIGN CRITERIA Physical Characteristics System Types Obstruction to Frame .............................Brass Per the UL Listing and the C-UL Listing, Water Distribution Button........................... Copper ,vet pipe systems may be utilized. Sprinklers are to be located in accor- Sealing Assembly..Beryllium Nickel w/TEFLON dance with the obstruction rules of Bulb(3 mm)........................ Glass Ceiling Types NFPA 13D, 13R, and 13 as applicable Compression Screw.................Bronze Smooth flat horizontal, or beamed, or pP Deflector..........................Bronze sloped, in accordance with the 2013 for residential sprinklers as well as with Edition of NFPA 13D, 13R, or 13, as the obstruction criteria described within Operation applicable. the Technical Data Sheet TFP490. The glass bulb contains a fluid that Hydraulic Design Operational Sensitivity expands when exposed to heat.When (NFPA 13D and 131R) Sprinklers are to be installed with a the rated temperature is reached, the For systems designed to NFPA 13D or deflector-to-ceiling distance of 1 1/4 in. fluid expands sufficiently to shatter the NFPA 13R,the minimum required sprin- to 4 in. glass bulb, allowing the sprinkler to kler flow rates are given in Table A as a Sprinkler Spacing activate and flow water. function of temperature rating and the The minimum spacing between sprin- maximum allowable coverage areas. klers is 8 ft (2,4 m). The maximum Design The sprinkler flow rate is the minimum spacing between sprinklers cannot required discharge from each of the exceed the length of the coverage Criteria total number of design sprinklers as area(Table A)being hydraulically calcu- specified in NFPA 13D or NFPA 13R. lated,for example,maximum 12 ft for a The TYCO RAPID RESPONSE Series Hydraulic Design 12 ft x 12 ft coverage area, or 20 ft for LFII Residential 4.9K Pendent and (NFPA 13) a 20 ft x 20 ft coverage area. Recessed Pendent Sprinklers are UL For systems designed to NFPA 13,the and C-UL Listed for installation in accordance with this section. number of design sprinklers is to be the four most hydraulically demanding Residential Sprinkler sprinklers. The minimum required dis- Design Guide charge from each of the four sprinklers When conditions exist that are outside is to be the greater of the following: the scope of the provided criteria,refer . The flow rates given in Table A as a to the Residential Sprinkler Design function of temperature rating and Guide TFP490 for the manufactur- the maximum allowable coverage er's recommendations that may be area. acceptable to the local authority having jurisdiction. • A minimum discharge of 0.1 gpm/ft2 over the design area comprised of the four most hydraulically demanding sprinklers for actual coverage areas protected by the four sprinklers. TFP403 Page 4of4 Installation Step D. After the ceiling has been The owner is responsible for the inspec- installed, or the finish coat has been tion, testing, and maintenance of their TYCO RAPID RESPONSE Series applied, slide on either the Style 15 fire protection system and devices in LFII Residential 4.91K Pendent and Closure or the Style 20 Closure over the compliance with this document,as well Recessed Pendent Sprinklers must Series LFII Residential Sprinkler and as with the applicable standards of the be installed in accordance with this push the Closure over the Mounting NATIONAL FIRE PROTECTION ASSO- section. Plate until its flange comes in contact CIATION, such as NFPA 25, in addi- with the ceiling. tion to the standards of any authorities General Instructions having jurisdiction. Contact the install- Do not install any bulb type sprinkler Care and ing contractor or product manufacturer if the bulb is cracked or there is a loss with any questions. of liquid from the bulb. With the sprin- Maintenance Automatic sprinkler systems are rec- kler held horizontally,a small air bubble should be present.The diameter of the TYCO RAPID RESPONSE Series ommended to be inspected, tested, air bubble is approximately 1/16 in. LFII Residential 4.9K Pendent and and maintained c a qualified with local 1,6 mm. tion Service in accordance with local ( ) Recessed Pendent Sprinklers must be requirements and/or national codes. A leak-tight 1/2 in. NPT sprinkler maintained and serviced in accordance joint should be obtained by apply- with this section. Limited ing a minimum-to-maximum torque of Before closing a fire protection system 7 to 14 lb-ft (9,5 to 19,0 N•m). Higher main control valve for maintenance Warranty levels of torque can distort the sprin- work on the fire protection system that kler Inlet with consequent leakage or it controls,permission to shut down the For warranty terms and conditions,visit impairment of the sprinkler. affected fire protection system must be www.tyco-fire.com. obtained from the proper authorities Do not attempt to compensate for insufficient adjustment in an Escutch- and notify all personnel who may be ordering eon Plate by under-or over-tightening affected by this action. the sprinkler. Re-adjust the position of Absence of the outer piece of an procedure the sprinkler fitting to suit. escutcheon, which is used to cover Pendent Sprinklers a clearance hole, can delay sprinkler Contact your local distributor for avail- The Series LFII Residential Pendent operation in a fire situation. ability.When placing an order, indicate Sprinklers must be installed in accor- The owner must assure that the sprin- the full product name and part number dance with the following instructions. klers are not used for hanging any (P/N). Step 1.Install pendent sprinklers in the objects and that the sprinklers are only Sprinkler Assemblies pendent position with the deflector par- cleaned by means of gently dusting Specify: Series LFII 4.9K Residential allel to the ceiling. with a feather duster; otherwise, non- Pendent Sprinkler (TY2236), (specify operation in the event of a fire or inad- temperature rating),with(specify)finish, Step 2. With pipe thread sealant vertent operation may result. P/N (specify): applied to the pipe threads, hand- Sprinklers which are found to be 155°F(68oC) tighten the sprinkler into the sprinkler leaking or exhibiting visible signs of Natural Brass................. 51-212-1-155 fitting. Pure White(RAL 9010) corrosion must be replaced. Polyester',2.................. 51-212-3-155 Step 3. Tighten the sprinkler into the Automatic sprinklers must never be Signal White(RAL 9003) sprinkler fitting using only the W-Type painted, plated, coated, or Other- Polyesters....................51-212-4-155 6 Sprinkler Wrench,as shown in Figure wise altered after leaving the factory. Pot Black (RAL 9005) 4. With reference to Figure 1, apply y .............51-212-5-155 the W-Type 6 Sprinkler Wrench to the Modified sprinklers must be replaced. Chrome Plated................51-212-9-155 Sprinklersthat h b d t wrench flats. aave been exposed 175eF(79ec) corrosive products of combustion, but Natural Brass..................51-212-1-175 Recessed Pendent Sprinklers have not operated,should be replaced Pure White(RAL 9010) The Series LFII Residential Recessed if they cannot be completely cleaned Polyesters,2.................. 51-212-3-175 Pendent Sprinklers must be installed by wiping the sprinkler with a cloth or Signal White(RAL 9003) in accordance with the following by brushing it with a soft bristle brush. JetBlacksRAL9 .............. 51-212-4-175 instructions. Jet Black(RAL9005) Care must be exercised to avoid Polyester .............. 51-212-5-175 Step A. Install the recessed pendent damage to the sprinklers before, Chrome Plated................ 51-212-9-175 sprinklers in the pendent position with during, and after installation. Sprin- 1. UL Listed as corrosion-resistant. the deflector parallel to the ceiling. klers damaged by dropping, striking, 2. Eastern Hemisphere sales only. Step B. After installing either the wrench twist/slippage,or the like, must Recessed Escutcheon Style 15 or the Style 20 Mounting Plate be replaced.Also,replace any sprinkler Specify: Style 15 Escutcheon with over the sprinkler threads, and with that has a cracked bulb or that has lost (specify*) finish, P/N (specify*) or pipe thread sealant applied to the pipe liquid from its bulb.See the Installation Style 20 Recessed Escutcheon with threads,hand-tighten the sprinkler into section. (specify*)finish, P/N (specify*) the sprinkler fitting. *Refer to Technical Data Sheet TFP770. Step C. Tighten the sprinkler into the Sprinkler Wrenches sprinkler fitting using only the W-Type 7 Specify: W-Type 6 Sprinkler Wrench, Recessed Sprinkler Wrench,as shown P/N 56-000-6-387 in Figure 5. With reference to Figure 1, apply the W-Type 7 Recessed Sprinkler Specify: W-Type 7 Sprinkler Wrench, Wrench to the sprinkler wrench flats. P/N 56-850-4-001 1400 Pennbrook Parkway,Lansdale,PA 19446 1 Telephone+1-215-362-0700 O 2019 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. Johnson 1 nson ORO NATIONAL FIRE PROTECTION ASSOCIATION and NFPA are registered trademarks of National Fire Protection Association: Controls TEFLON Is a registered trademark of DuPont CO® Worldwide www.tyco-fire.com Contacts Series TY.FRB, 5.6 K-factor Upright, Pendent, and Recessed Pendent Sprinklers Quick Response, Standard Coverage General FIVITIM _ __=_-_ _ - The TYCO Series TY-FRB Sprinklers T I Description described herein must be installed and maintained in compliance with The TYCO Series TY-FRB,5.6 K-factor, this document, as well as with the ' Upright (TY313) and Pendent (TY323) applicable standards of the National Sprinklers described In this data sheet Fire Protection Association, in addition ' are quick response,standard coverage, to the standards of any other authori- decorative 3 mm glass bulb-type spray ties having jurisdiction. Failure to do so sprinklers designed for use in light or may impair the performance of these ordinary hazard,commercial occupan- devices. cies such as banks, hotels, and shop- The owner is responsible for main- �-� .-t = ping malls. taining their fire protection system The recessed version of the Series and devices in proper operating con- TY-FRB Pendent Sprinkler, where dition. Contact the installing contrac- applicable, is intended for use in areas for or product manufacturer with any with a finished ceiling. This recessed questions. I pendent sprinkler uses one of the ems_ following: Sprinkler '..� • A two-piece Style 15 Recessed Identification ' Escutcheon with recessed adjust- ment up to 5/8 in. (15,9 mm) from the flush pendent position. Number (SIN) • A two-piece Style 20 Recessed TY313. . . . Upright 5.61K 1 2 in. NPT : ... Escutcheon with recessed adjust- ment up to 1/2 in. (12,7 mm) from TY323. . . .Pendent 5.61K, 1/2 in. NPT the flush pendent position. Technical The adjustment provided by the Data Operation Recessed Escutcheon reduces the accuracy to which the fixed pipe drops The glass bulb contains a fluid which to the sprinklers must be cut. Approvals expands when exposed to heat.When Intermediate level versions of Series Refer to Table A the rated temperature is reached, the TY-FRB Sprinklers are described in Maximum Working Pressure fluid expands sufficiently to shatter the Technical Data Sheet TFP357. Sprin- 175 psi(12.1 bar) glass bulb, allowing the sprinkler to kler guards and shields are described 250 psi(17.2 bar)` activate and water to flow. In Technical Data Sheet TFP780. 'The maximum working pressure of 250 psi(17.2 bar) pes i g n only applies to the listing by Underwriters Laborato- ries,Inc.(UL). Discharge Coefficient Criteria IMPORTANT K=5.6 GPM/psi'%(80,6 LPM/bar'%) The TYCO Series TY-FRB,5.6 K-factor, Refer to Technical Data Sheet Temperature Rating Upright (TY313) and Pendent (TY323) TFP2300 for warnings pertaining to Refer to Table A Sprinklers are intended for fire protec- regulatory and health information. Finishes tion systems designed in accordance Always refer to Technical Data Sprinkler: Refer to Table B with the standard installation rules Sheet TFP700 for the "INSTALLER recognized by the applicable Listing or WARNING" that provides cautions Recessed Escutcheon:White Coated, Approval agency (such as, UL Listing with respect to handling and instal- Black Coated,Chrome Plated,or Brass is based on the requirements of NFPA lation of sprinkler systems and com- Plated 13, and FM Approval is based on the ponents. Improper handling and Physical Characteristics requirements of FM's Loss Prevention installation can permanently damage Frame ............................Bronze Data Sheets).Only the Style 15 or Style a sprinkler system or its compo- Button......................Brass/Copper 20 Recessed Escutcheon is to be used nents and cause the sprinkler to fail Sealing Assembly ...Stainless Steel w/TEFLON for recessed pendent installations. to operate in a fire situation or cause Bulb...............................Glass it to operate prematurely. Compression Screw.................Bronze Deflector..........................Bronze Page 1 of 4 AUGUST 2018 TFP172 TFP172 Page 2 of 4 Components: *Temperature rating is ** Pipe thread connections per ISO 7-1 1 Frame 4 - Bulb indicated on Deflector. can be provided on special request. 2 Button 5 - Compression STYLE 15 or 20 3 Sealing Screw ESCUTCHEON PLATE 1/2" 7/16" (11,1 mm) RECESSED Assembly 6 - Deflector* DEFLECTOR* SEATING SURFACE NPT** NOMINAL MAKE-IN ESCUTCHEON 6* I 1 — 5 7/16" (11,1 mm) 4 NOMINAL 2" I J � h MAKE-IN (50,8 mm) 2 2" �1 J 1-3/8" 3 (50,8 mm) (34,9 mm) 1 — WRENCH FLATS 1 - 1/2" NPT** DEFLECTOR* 2-7/8" (73,0 mm)DIA. CROSS SECTION UPRIGHT PENDENT RECESSED PENDENT FIGURE 1 SERIES TY-FRB UPRIGHT(TY313)AND PENDENT(TY323)SPRINKLERS 5.6 K-FACTOR, 112 INCH NPT, QUICK RESPONSE Step 2. With pipe-thread sealant Installation applied to the pipe threads, hand- /\ The TYCO Series TY-FRB,5.6 K-factor, tighten the sprinkler into the sprinkler WRENCH RECESS Upright (TY313) and Pendent (TY323) fitting. e � (USE ONLY Sprinklers must be installed in accor- Step 3. Tighten the sprinkler into the END"A") dance with this section. sprinkler fitting using only the W-Type General Instructions 6 Sprinkler Wrench(Figure 2).With ref- FIGURE 2 Do not install any bulb-type sprin- erence to Figure 1, apply the W-Type 6 W-TYPE 6 kler if the bulb is cracked or there is Sprinkler Wrench to the wrench flats. SPRINKLER WRENCH a loss of liquid from the bulb. With the Torque sprinklers 7 to 14 lb-ft (9,5 to sprinkler held horizontally, a small air 19,0 N•m). bubble should be present. The diam- Recessed Pendent Sprinklers WRENCH eter of the air bubble is approximately The Series TY-FRB Recessed Pendent RECESS 1/16 in.(1,6 mm)for the 135°F(57°C)and Sprinklers must be installed in accor- 3/32 in. (2,4 mm)for the 286°F(141°C) dance with the following instructions. temperature ratings. Step A. After installing the Style 15 A leak-tight 1/2 in. NPT sprinkler joint or Style 20 Mounting Plate over the should be obtained by applying a sprinkler threads,and with pipe-thread minimum to maximum torque of 7 to sealant applied to the pipe threads, 14 lb-ft(9,5 to 19,0 N•m). Higher levels hand-tighten the sprinkler into the of torque can distort the sprinkler Inlet sprinkler fitting. with consequent leakage or impairment PUSH WRENCH of the sprinkler. Step B. Tighten the sprinkler into the IN TO ENSURE sprinkler fitting using only the W-Type ENGAGEMENT Do not attempt to compensate for 7 Recessed Sprinkler Wrench (Figure WITH SPRINKLER insufficient adjustment in the Escutch- 3).With reference to Figure 1,apply the WRENCHING AREA eon Plate by under- or over-tightening W-Type 7 Recessed Sprinkler Wrench the sprinkler. Re-adjust the position of to the sprinkler wrench flats. Torque FIGURE 3 the sprinkler fitting to suit. sprinklers 7 to 14 lb-ft(9,5 to 19,0 N•m). W-TYPE 7 RECESSED SPRINKLER WRENCH Upright and Pendent Sprinklers Step C. After ceiling installation and The Series TY-FRB Upright and finishing, slide on the Style 15 or Style Pendent Sprinklers must be installed 20 Closure over the Series TY-FRB in accordance with the following Sprinkler and push the Closure over the instructions. Mounting Plate until its flange comes in Step 1. Install Pendent sprinklers in the contact with the ceiling. pendent position. Install upright sprin- klers in the upright position. TFP172 Page 3of4 Care and 2-7/8" DIA. _ Maintenance (73,0 mm) 2-1/4" DIA. The TYCO Series TY-FRB,5.6 K-factor, FACE OF (57,2 mm) Upright (TY313) and Pendent (TY323) SPRINKLER Sprinklers must be maintained and ser- FITTING 5/8"(15,9 mm) viced in accordance with this section. FLUSH Before closing a fire protection system 3/8 5/16" main control valve for maintenance (9,5 7,9 mm) /o L11 work on the fire protection system that it controls, obtain permission to 1/8" f shut down the affected fire protection MOUNTING (3,2 mm) I systems from the proper authorities SURFACE and notify all personnel who may be CLOSURE SERIES MOUNTING 1-3/8" (34,9 mm) affected by this action. TY-FRB PLATE Absence of the outer piece of an 3/4"(19,1 mm) escutcheon, which is used to cover FIGURE a clearance hole, can delay sprinkler SERIES TY-FRB RECESSED PENDENT SPRINKLER ASSEMBLY(TY323) operation in a fire situation. WITH TWO PIECE 518 INCH TOTAL ADJUSTMENT STYLE 15 RECESSED ESCUTCHEON The owner must assure that the sprin- klers are not used for hanging any objects and that the sprinklers are only 2-7/8" DIA. _ cleaned by means of gently dusting (73,0 mm) with a feather duster; otherwise, non- FACE OF operation in the event of a fire or inad- SPRINKLER 2-1/4" DIA. vertent operation may result. FITTING (57,2 mm) Sprinklers which are found to be 5/16 1/4" leaking or exhibiting visible signs of (7,9 6,4 mm) 1/2"(12,7 mm) corrosion must be replaced. FLUSH Automatic sprinklers must never be 1 painted, plated, coated, or other ri - 711 wise altered after leaving the factory. " 1/8 Modified sprinklers must be replaced. MOUNTING (3,2 Sprinklers that have been exposed to SURFACE corrosive products of combustion, but have not operated,should be replaced if they cannot be completely cleaned CLOSURE SERIES MOUNTING 1-1 (34,9 mm) by wiping the sprinkler with a cloth or TY-FRB PLATE 7/8"(22,2 mm) by brushing it with a soft bristle brush. FIGURE 5 Care must be exercised to avoid SERIES TY-FRB RECESSED PENDENT SPRINKLER ASSEMBLY(TY323) damage to the sprinklers before, WITH TWO PIECE 112 INCH TOTAL ADJUSTMENT STYLE 20 during, and after installation. Sprin- RECESSED ESCUTCHEON klers damaged by dropping, striking, wrench twist/slippage,or the like, must Limited Recessed Escutcheon be replaced. Also, replace any sp.... Specify: Style 15 Recessed Escutch- kler that has a cracked bulb or that has Warrant eon with(specify")finish, P/N(specify") lost liquid from its bulb. (Ref. Installa- Y tion Section.) Specify: Style 20 Recessed Escutch- For warranty terms and conditions,visit eon with(specify')finish, P/N(specify") The owner is responsible for the www.tyco-fire.com. Refer to Technical Data Sheet TFP770 inspection,testing,and maintenance of their fire protection system and devices Ordering Sprinkler Wrench in compliance with this document, as Specify: W-Type 6 Sprinkler Wrench, well as with the applicable standards procedure P/N 56-000-6-387 of the National Fire Protection Asso- Specify: W-Type 7 Sprinkler Wrench, ciation (e.g., NFPA 25), in addition to Contact your local distributor for avail- P/N 56-850-4-001 the standards of any other authorities ability.When placing an order, indicate having jurisdiction.Contact the install- the full product name and Part Number ing contractor or product manufacturer (P/N). with any questions. Sprinkler Assemblies with NPT Automatic sprinkler systems are rec- Thread Connections ommended to be inspected, tested, Specify: Series TY-FRB Upright or and maintained by a qualified Inspec- Pendent (specify) Sprinkler, SIN tion Service in accordance with local (specify), K=5.6, Quick Response, requirements and/or national codes. (specify) temperature rating, (specify) finish, P/N (specify, refer to Table A). TFP172 Page 4of4 SPRINKLER FINISH(See Note 7) K TYPE TEMPERATURE BULB LIQUID NATURAL CHROME POLYESTERC FACTOR COLOR BRASS PLATED 135°F(57°C) Orange UPRIGHT 155°F(68°C) Red (TY313) and 175°F(79°C) Yellow 1,2,3,4,5,6 PENDENT 200°F(93°C) Green 5.6 (TY323) 1/2 in.NPT 286°F(141°C) Blue 135°F(57°C) Orange RECESSE PENDENT 155°F(68°C) Red 1,2,3,4 (TY323) 175°F(79°C) Yellow Figures 4a and 56 200°F(93°C) Green Notes: 1. Listed by Underwriters Laboratories,Inc.,(UL)as Quick Response Sprinklers. 2. Listed by Underwriters Laboratories,Inc.,for use in Canada(C-UL)as Quick Response Sprinklers. 3. Approved by Factory Mutual Research Corporation(FM)as Quick Response Sprinklers. 4. Approved by the City of New York under MEA 354-01-E. 5. VdS Approved(For details,contact Johnson Controls,Enschede,Netherlands,Tel.31-53-428-4444/Fax 31-54-428-3377.) 6. Approved by the Loss Prevention Certification Board(LPCB Ref.No.094a/06)as Quick Response Sprinklers. 7. Where Polyester Coated Sprinklers are noted to be UL and C-UL Listed,the sprinklers are UL and C-UL Listed as Corrosion-Resistant Sprinklers. a. Installed with Style 15(1/2 in.NPT)5/8 in.Total Adjustment Recessed Escutcheon,as applicable. b. Installed with Style 20(1/2 in.NPT)1/2 in.Total Adjustment Recessed Escutcheon,as applicable. c. Frame and Deflector only.Listings and approvals apply to color(Special Order). TABLE A LABORATORY LISTINGS AND APPROVALS FOR 5.6 K-FACTOR SPRINKLERS P/Na77 — XXX — X — XXX SIN SPRINKLER TEMPERATURE FINISH RATINGS 370 5.6K UPRIGHT(1/2 in.NPT) TY313 1 NATURAL BRASS 135 135°F(57°C) 371 5.6K PENDENT(112 in.NPT) TY323 3 PURE WHITE(RAL9010)a 155 155°F(68°C) POLYESTER Notes: SIGNAL WHITE(RAL9003) a. Use suffix"I"for ISO 7-1 connection;for example, 4 POLYESTER 175 175°F(79°C) 77-370-4-175-I 5 JET BLACK(RAL9005) 200 200°F(93°C) POLYESTER 9 CHROME PLATED 286 286°F(141°C) Notes: a. Eastern Hemisphere sales only TABLE B SERIES TY-FRB UPRIGHT AND PENDENT SPRINKLERS PART NUMBER SELECTION 1400 Pennbrook Parkway,Lansdale,PA 19446 1 Telephone+1-215-362-0700 m 2018 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. Johnson 1 nson ORO NATIONAL FIRE PROTECTION ASSOCIATION and NFPA are registered trademarks of National Fire Protection Association; Controls TEFLON Is a registered trademark of DuPont tqCaRre Suppression & Building Products Technical Services 800-381-9312 1+1-401-781-8220 www.tyco-fire.com Series TY-FRB — 2.8, 4.2, 5.6, and 8.0 K-Factor Upright, Pendent, and Recessed Pendent Sprinklers Quick Response, Standard Coverage General Corrosion-resistant coatings, where applicable, are utilized to extend the Description life of copper alloy sprinklers beyond that which would otherwise be obtained i d corrosive atmo- hen expose to corros The TYCO Series TY-FRB,2.8,4.2,5.6, w and 8.0 K-factor, Upright and Pendent spheres.Although corrosion-resistant Sprinklers described in this data sheet coated sprinklers have passed the j are quick response,standard coverage, standard corrosion tests of the appli- N decorative 3 mm glass bulb-type spray cable approval agencies,the testing is sprinklers designed for use in light or not representative of all possible cor- ordinary hazard,commercial occupan- rosive atmospheres. Consequently, cies such as banks, hotels, and shop- it is recommended that the end user ping malls. be consulted with respect to the suit- ability of these coatings for any given The recessed version of the Series TY- corrosive environment. The effects of FRB Pendent Sprinkler,where applica- ambient temperature, concentration of ble, is intended for use in areas with a chemicals, and gas/chemical velocity, finished ceiling.This recessed pendent should be considered, as a minimum, sprinkler uses one of the following, along with the corrosive nature of the • A two-piece Style 10 (1/2 inch NPT) chemical to which the sprinklers will be i or Style 40 (3/4 inch NPT) Recessed exposed. Escutcheon with 1/2 inch(12,7 mm)of An intermediate level of the Series TY- a l recessed adjustment or up to 3/4 inch FRB Pendent Sprinklers is detailed —_ (19,1 mm)of total adjustment from the in Technical Data Sheet TFP356, and flush ,or a pendent position,P P Sprinkler Guards are detailed in Tech- • A two-piece Style 20 (1/2 inch NPT) nical Data Sheet TFP780. or Style 30 (3/4 inch NPT) Recessed Escutcheon with 1/4 inch(6,4 mm)of recessed adjustment or up to 1/2 inch The Series TY-FRB Concealed Pendent Model/Sprinkler (12,7 mm)of total adjustment from the Sprinklers described herein must be flush pendent position. installed and maintained in compliance Identification The adjustment provided by the with this document and with the appli- Number (SIN) Recessed Escutcheon reduces the cable standards of the National Fire accuracy to which the fixed pipe drops Protection Association, in addition to to the sprinklers must be cut. the standards of any authorities having TY1131: Upright 2.8K, 1/2-NPT jurisdiction. Failure to do so may impair TY1231: Pendent 2.8K, 1/2-NPT the performance of these devices. TY2131: Upright 4.2K, 1/2-NPT Owners are responsible for maintaining TY2231: Pendent 4.2K, 1/2-NPT their fire protection system and devices TY3131: Upright 5.6K, 1/2-NPT in proper operating condition. The TY3231: Pendent 5.6K, 1/2-NPT IMPORTANT installing contractor or sprinkler manu- TY4131: Upright 8.OK, 3/4-NPT Always refer to Technical Data facturer should be contacted with any TY4231: Pendent 8.OK, 3/4-NPT Sheet TFP700 for the "INSTALLER questions. TY4831: Upright* 8.OK, 1/2-NPT WARNING" that provides cautions TY4931: Pendent* 8.OK, 1/2-NPT with respect to handling and installation of sprinkler systems and components. Improper handling and installation can permanently damage a sprinkler system or its components and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Eastern Hemisphere Sales Only Page 1 of 10 JULY 2010 TFP171 TFP171 Page 2 of 10 7/16"(11,1 mm) ESCUTCHEON STYLE 10 or 20 SSU* NOMINAL PLATE SEATING RECESSED DEFLECTOR MAKE-IN NPT SURFACE ESCUTCHEON 6* \ 5 7/16° 2-1/4" q (11,1 mm) NOMINAL (57,2 mm) 2 MAKE-IN 3 2-3/16" 1-9/16" (55,6 mm) WRENCH (39,7 mm) 1 FLATS 7 1/2" NPT SSP DEFLECTOR* 2-7/8"(73,0 mm)DIA. CROSS SECTION UPRIGHT PENDENT RECESSED PENDENT 1 -Frame 3-Sealing 4-Bulb 6-Deflector Assembly 'Temperature rating is indicated on deflector or adjacent to 2-Button 5-Compression 7-Bushing orifice seat on frame. Screw FIGURE 1 QUICK RESPONSE SERIES TY-FRB UPRIGHT(TY1131)AND PENDENT(TY1231)SPRINKLERS 2.8 K-FACTOR, 112 INCH NPT 7/16"(11,1 mm) ESCUTCHEON STYLE 10 or 20 SSU* NOMINAL PLATE SEATING RECESSED DEFLECTOR MAKE-IN NPT SURFACE ESCUTCHEON 6* 5W2-3/16" 7/16" (11,1 mm) 2-3/16" 4NOMINAL (55,6 mm) MAKE-IN 2 ,6 mm) WRENCH (38,1 mm) 3 FLATS 1 1/2" NPT SSP DEFLECTOR* 2-7/8"(73,0 mm)DIA. CROSS SECTION UPRIGHT PENDENT RECESSED PENDENT 1 -Frame 3-Sealing 4-Bulb 6-Deflector Assembly 'Temperature rating is indicated on deflector or adjacent to 2-Button 5-Compression orifice seat on frame. Screw FIGURE 2 QUICK RESPONSE SERIES TY-FRB UPRIGHT(TY2131)AND PENDENT(TY2231)SPRINKLERS 4.2 K-FACTOR, 112 INCH NPT TFP171 Page 3 of 10 7/16"(11,1 mm) ESCUTCHEON STYLE 10 or20 SSU* NOMINAL PLATE SEATING RECESSED DEFLECTOR MAKE-IN NPT SURFACE ESCUTCHEON 6* 5T2-3/16" 7/16" (11,1 mm) 2-3/16" 4NOMINAL (55,6 mm) MAKE-IN 2 1-1/2" ,6 mm) WRENCH (38,1 mm) 3 FLATS 1 1/2"NPT SSP DEFLECTOR* 2-7/8"(73,0 mm)DIA. CROSS SECTION UPRIGHT PENDENT RECESSED PENDENT 1 -Frame 3-Sealing 4-Bulb 6-Deflector Assembly 'Temperature rating is indicated on deflector or adjacent to 2-Button 5-Compression orifice seat on frame. Screw FIGURE 3 QUICK RESPONSE SERIES TY-FRB UPRIGHT(TY3131)AND PENDENT(TY3231)SPRINKLERS 5.6 K-FACTOR, 112 INCH NPT 112"(12,7 mm) ESCUTCHEON STYLE 30 or 40 SSU* NOMINAL 3/4„ PLATE SEATING RECESSED DEFLECTOR MAKE-IN NPT SURFACE ESCUTCHEON i 6*, 5_ 1/2" (12,7 mm) 2-5/16" 4 NOMINAL (58,7 mm) MAKE-IN (57,2 mm) (39,7 mm) 3 1 �3/4" NPT SSP DEFLECTOR* 2-7/8"(73,0 mm)DIA. CROSS SECTION UPRIGHT PENDENT RECESSED PENDENT 1 -Frame 3-Sealing 4-Bulb 6-Deflector Assembly 'Temperature rating is indicated on deflector or adjacent to 2-Button 5-Compression orifice seat on frame. Screw FIGURE 4 QUICK RESPONSE SERIES TY-FRB UPRIGHT(TY4131)AND PENDENT(TY4231)SPRINKLERS 8.0 K-FACTOR, 314 INCH NPT TFP171 Page 4 of 10 7/16"(11,1 mm) SSU* NOMINAL 1/2" DEFLECTOR MAKE-IN NPT 6* 1, T I _T 57/ (55,6mm) 7/16" (11,1 mm) f 2-1/4" 4NOMINAL (57,2 mm) MAKE-IN 22-3/16" 1-9/16" WRENCH (39,7 mm) 3 FLATS 1 f SSP* Il CROSS 112" NPT DEFLECTOR SECTION UPRIGHT PENDENT 1 -Frame 3-Sealing 4-Bulb 6-Deflector Assembly 'Temperature rating is indicated on deflector or adjacent to 2-Button 5-Compression orifice seat on frame. Screw FIGURE 5 QUICK RESPONSE SERIES TY-FRB UPRIGHT(TY4831)AND PENDENT(TY4931)SPRINKLERS 8.0 K-FACTOR, 112 INCH NPT Technical O eration inch (1,6 mm) for the 135°F/57°C and N 3132 inch(2,4 mm)for the 286°F/141°C Data The glass Bulb contains a fluid that temperature ratings. expands when exposed to heat.When Obtain a leak-tight 112 inch NPT sprin- Approvals the rated temperature is reached, the kler joint by applying a minimum to UL and C-UL Listed fluid expands sufficiently to shatter the maximum torque of 7 to 14 ft.lbs. (9,5 FM, LPCB, and NYC Approved glass Bulb, allowing the sprinkler to to 19,0 Nm). Higher levels of torque Refer to Table A and B for complete activate and water to flow. can distort the sprinkler Inlet with con- approval information including sequent leakage or impairment of the corrosion-resistant status. Design sprinkler. Maximum Working Pressure Criteria not attempt to compensate for Refer to Table C. insufficient adjustment in the Escutch- eon Plate by under-or over-tightening Discharge Coefficient The TYCO Series TY-FRB Pendent the sprinkler. Re-adjust the position of K=2.8 GPM/psi1i2 (40,3 LPM/bar1/2) and Upright Sprinklers are intended the sprinkler fitting to suit. K=4.2 GPM/psi1i2 (60,5 LPM/bar1/2) for fire protection systems designed in The Series TY-FRB Pendent and accordance with the standard installa- K=5.6 GPM/psi1i2 (80,6 LPM/bar1/2) tion rules recognized by the applicable Upright Sprinklers must be installed K=8.0 GPM/psi1i2 (115,2 LPM/bar1/2) Listing or Approval agency(such as, UL in accordance with the following Temperature Rating Listing is based on the requirements of instructions. Refer to Table A and B. NFPA 13,and FM Approval is based on 1. Install Pendent sprinklers in the the requirements of FM's Loss Preven- pendent position. Install upright Finishes tion Data Sheets). Only the Style 10, sprinklers in the upright position. Sprinkler: Refer to Table A and B. 20,30,or 40 Recessed Escutcheon,as Recessed Escutcheon: White Coated, applicable, is to be used for recessed 2 With pipe-thread sealant applied to Chrome Plated, or Brass Plated. pendent installations. the pipe threads, hand-tighten the sprinkler into the sprinkler fitting. Physical Characteristics Installation 3. Tighten the sprinkler into the sprin- Frame. . . . . . . . . . . . . . . . . . . Bronze kler fitting using only the W-Type 6 Button. . . . . . . . . . . . . .Brass/Copper The TYCO Series TY-FRB Sprinklers Sprinkler Wrench (Figure 14). With Sealing Assembly. . . . . . . . .Beryllium must be installed in accordance with reference to Figures 1 through Nickel w/Teflont the following instructions. 5, apply the W-Type 6 Sprinkler Bulb . . . . . . . . . . . . . . . . . . . . . .Glass Wrench to the sprinkler wrench Compression Screw. . . . . . . . Bronze flats. Deflector. . . . . . . . . . .Copper/Bronze LEM Bushing (K=2.8) . . . . . . . . . . . Bronze Do not install any bulb-type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprin- kler held horizontally, a small air bub- ble should be present. The diameter t Registered Trademark of Dupont of the air bubble is approximately 1116 TFP171 Page 5 of 10 SPRINKLER FINISH(See Note 5) K BULB LIQUID NATURAL CHROME WHITE*** FACTOR TYPE TEMPERATURE COLOR BRASS PLATED POLYESTER 135°F/57°C Orange PENDENT 155°F/68°C Red (TY1231) and 175°F/79°C Yellow 1,2,3,4 UPRIGHT(TY1131) 200°F/93°C Green 286°F/141°C Blue 135°F/57°C Orange 2,8 RECESSED 1/2"NPT PENDENT 155°F/68°C Red (TY1231)* 175°F/79°C Yellow Figure 6 200°F/93°C Green 135°F/57°C Orange 1 2 4 RECESSED PENDENT 155°F/68°C Red (TY1231)** 175°F/79°C Yellow Figure 7 200°F/93°C Green 135°F/57°C Orange PENDENT 155°F/68°C Red (TY2231) and 175°F/79°C Yellow UPRIGHT(TY2131) 200°F/93°C Green 286°F/141°C Blue 135°F/57°C Orange 4.2 RECESSED 1/2"NPT PENDENT 155°F/68°C Red 1,2 (TY2231)" 175°F/79°C Yellow Figure 8 200°F/93°C Green 135°F/57°C Orange RECESSED PENDENT 155°F/68°C Red (TY2231)** 175°F/79°C Yellow Figure 9 200°F/93°C Green NOTES: 1. Listed by Underwriters Laboratories,Inc.,(UL)as Quick Response Sprinklers. 2. Listed by Underwriters Laboratories,Inc.,for use in Canada(C-UL)as Quick Response Sprinklers. 3. Approved by Factory Mutual Research Corporation(FM)as Quick Response Sprinklers. 4. Approved by the City of New York under MEA 354-01-E. 5. Where Polyester Coated Sprinklers are noted to be UL and C-UL Listed,the sprinklers are UL and C-UL Listed as Corrosion-Resistant Sprinklers. Installed with Style 10(1/2"NPT)or Style 40(3/4"NPT)3/4"Total Adjustment Recessed Escutcheon,as applicable. Installed with Style 20(1/2"NPT)or Style 30(3/4"NPT)1/2"Total Adjustment Recessed Escutcheon,as applicable. Frame and Deflector only.Listings and approvals apply to color(Special Order). N/A: Not Available TABLE A LABORATORY LISTINGS AND APPROVALS FOR 2.8 AND 4.2 K-FACTOR SPRINKLERS TFP171 Page 6 of 10 SPRINKLER FINISH(See Note 8) K TYPE TEMPERATURE BULB LIQUID NATURAL CHROME WHITE*** LEAD FACTOR COLOR BRASS PLATED POLYESTER COATED 135°F/57°C Orange PENDENT(TY3231) 155°F/68°C Red and 175°F/79°C Yellow 1,2,3,4,5,6,7 1,2,3,5 UPRIGHT 200°F/93°C Green (TY3131) 286°F/141°C Blue 135°F/57°C Orange RECESSED 155°F/68°C Red 5.6 PENDENT 175°F/79°C Yellow 1,2,4,5 N/A 1/2"NPT (TY3231)* Figure 10 200°F/93°C Green 286°F/141°C Blue 135°F/57°C Orange RECESSED 155°F/68°C Red PENDENT 175°F/79°C Yellow 1,2,3,4,5 N/A (TY3231)** Figure 11 200°F/93°C Green 286°F/141°C Blue 135°F/57°C Orange PENDENT(TY4231) 155°F/68°C Red and 175°F/79°C Yellow 1,2,3,4,5,6,7 1,2,5 UPRIGHT 200°F/93°C Green (TY4131) 286°F/141°C Blue 135°F/57°C Orange RECESSED 155°F/68°C Red 8.0 PENDENT 175°F/79°C Yellow 1,2,5 N/A 3/4"NPT (TY4231)* Figure 12 200°F/93°C Green 286°F/141°C Blue 135°F/57°C Orange RECESSED 155°F/68°C Red PENDENT 175°F/79°C Yellow 1,2,3,5 N/A (TY4231)** Figure 13 200°F/93°C Green 286°F/141°C Blue 135°F/57°C Orange 8.0 PENDENT 155°F/68°C Red 1/2$NPT (TY4931)and 175°F/79°C Yellow 1,2,4,5,6 1,2,5 UPRIGHT 200°F/93°C Green (TY4831) 286°F/141°C Blue NOTES: 1. Listed by Underwriters Laboratories,Inc.,(UL)as Quick Response Sprinklers. 2. Listed by Underwriters Laboratories,Inc.,for use in Canada(C-UL)as Quick Response Sprinklers. 3. Approved by Factory Mutual Research Corporation(FM)as Quick Response Sprinklers. 4. Approved by the Loss Prevention Certification Board(LPCB Ref.No.007k/04)as Quick Response Sprinklers.However,LPCB does not rate the thermal sensitivity of recessed sprinklers. 5. Approved by the City of New York under MEA 354-01-E. 6. VdS Approved(For details,contact Tyco Fire Suppression&Building Products,Enschede,Netherlands,Tel.31-53-428-4444/Fax 31-53-428-3377.) 7. Approved by the Loss Prevention Certification Board(LPCB Ref.No.094a/06)as Quick Response Sprinklers. 8. Where Polyester Coated and Lead-Coated Sprinklers are noted to be UL and C-UL Listed,the sprinklers are UL and C-UL Listed as Corrosion-Resistant Sprinklers.Where Lead-Coated Sprinklers are noted to be FM Approved,the sprinklers are FM Approved as a Corrosion-Resistant Sprinklers. "Installed with Style 10(112"NPT)or Style 40(3/4"NPT)3/4"Total Adjustment Recessed Escutcheon,as applicable. "Installed with Style 20(1/2"NPT)or Style 30(3/4"NPT)1/2"Total Adjustment Recessed Escutcheon,as applicable. Frame and Deflector only. Listings and approvals apply to color(Special Order). N/A:Not Available TABLE B LABORATORY LISTINGS AND APPROVALS FOR 5.6 AND 8.0 K-FACTOR SPRINKLERS TFP171 Page 7 of 10 SPRINKLER FINISH K TYPE NATURAL I CHROME WHITE LEAD FACTOR BRASS PLATED POLYESTER COATED PENDENT(TY1231) and 2.8 UPRIGHT(TY1131) 175 PSI(12,1 BAR) N/A 1/2"NPT RECESSED PENDENT(TY1231) PENDENT(TY2231) and 4.2 UPRIGHT(TY2131) 175 PSI(12,1 BAR) N/A 1/2"NPT RECESSED PENDENT(TY2231) PENDENT(TY3231) 175 PSI and (12,1 BAR) 5.6 UPRIGHT(TY3131) OR 105 PSI (11(12,BAR) 1/2"NPT (SEE NOTE 1) 1 BAR) RECESSED N/A PENDENT(TY3231) PENDENT(TY4231) 175 PSI and UPRIGHT(TY4131) (12,1 BAR) 8.0 175 PSI(12,1 BAR) 3/4"NPT RECESSED N/A PENDENT(TY4231) 8.0 PENDENT(TY4931) 175 PSI 1/2"NPT and 175 PSI(12,1 BAR) (12,1 BAR) UPRIGHT(TY4831) NOTES: 1. The maximum working pressure of 250 psi(17,2 bar)only applies to the Listing by Underwriters Laboratories Inc.(UL);the Listing by Underwriters Laboratories,Inc.for use in Canada(C-UL);and,the Approval by the City of New York. TABLE C MAXIMUM WORKING PRESSURE The Series TY-FRB Recessed Pendent Care and Exercise care to avoid damage to Sprinklers must be installed in accor- sprinklers before, during, and after dance with the following instructions. installation. Never paint, plate, coat, 1. After installing the Style 10, 20, 30, Maintenance or otherwise alter automatic sprinklers or 40 Mounting Plate, as applica- The TYCO Series TY-FRB must be after they leave the factory. ble, over the sprinkler threads and maintained and serviced in accordance Replace sprinklers that: with pipe-thread sealant applied to with the following instructions. . were modified or over-heated. the pipe threads, hand-tighten the sprinkler into the sprinkler fitting. • were damaged by dropping,striking, wrench twisting,wrench slippage,or 2. Tighten the sprinkler into the sprin- Before closing a fire protection system the like. kler fitting using only the W-Type 7 main control valve for maintenance . are leakingor exhibiting visible signs Recessed Sprinkler Wrench (Fig- work on the fire protection system g g ure 15). With reference to Figures 1 of corrosion. � g that it controls, obtain permission to to 4, apply the W-Type 7 Recessed shut down the affected fire protection • were exposed to corrosive products Sprinkler Wrench to the sprinkler systems from the proper authorities of combustion but have not oper- wrench flats. and notify all personnel who may be ated, if you cannot easily remove 3. After ceiling installation and finish- affected by this action. combustion by-products with a cloth. ing, slide on the Style 10, 20, 30, or Absence of the outer piece of an • have a cracked bulb or have lost liq- 40 Closure over the Series TY-FRB escutcheon, which is used to cover uid from the bulb. Refer to the Instal- Sprinkler and push the Closure over a clearance hole, can delay sprinkler lation section in this data sheet. the Mounting Plate until its flange operation in a fire situation. comes in contact with the ceiling. TFP171 Page 8 of 10 2-7/8" DIA. _ 2-7/8" DIA. _ 5/8 1/4" (73,0 mm) 3/4"(19,1 mm) 1/2 1/8" (73,0 mm) 1/2"(12,7 mm) (15,9 6,4 mm) 2-1/4" DIA. 1/4"(6,4 mm) (12,7 3,2 mm) 2-1/4" DIA. 1/4"(6,4 mm) FACE OF (57,2 mm) MOUNTING FACE OF (57,2 mm) MOUNTING SPRINKLER PLATE SPRINKLER PLATE FITTING FITTING 1/8" 1/8" ' (3,2 mm) (3,2 mm) l MOUNTING MOUNTING SURFACE SURFACE CLOSURE SERIES 1-5/16"(33,3 mm) CLOSURE SERIES 1-5/16"(33,3 mm) TY-FRB 13/16"(20,6 mm) TY-FRB 1-1/16"(27,0 mm) FIGURE 6 FIGURE 7 SERIES TY-FRB RECESSED PENDENT SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 314 INCH TOTAL ADJUSTMENT WITH TWO-PIECE 112 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON STYLE 20 RECESSED ESCUTCHEON 2.8 K-FACTOR, 112 INCH NPT 2.8 K-FACTOR, 112 INCH NPT 2-7/8" DIA. _ 2-7/8" DIA. 5/8 1/4" (73,0 mm) 3/4"(19,1 mm) 1/2 1/8 (73,0 mm) y 1/2"(12,7 mm) " (15,9 6,4 mm) 2-1/4" DIA. 1/4"(6,4 mm) (12,7 3,2 mm) 2-1/4" DIA. 1/4"(6,4 mm) FACE OF (57,2 mm) MOUNTING FACE OF (57,2 mm) MOUNTING SPRINKLER PLATE SPRINKLER PLATE FITTING FITTING 1/8" 1/8" (3,2 mm) (3,2 mm) I 1 MOUNTING MOUNTING SURFACE SURFACE/ + CLOSURE SERIES 1-1/4"(31,8 mm) CLOSURE SERIES 1-1/4"(31,8 mm) TY-FRB 3/4"(19,1 mm) TY-FRB 1"(25,4 mm) FIGURE 8 FIGURE 9 SERIES TY-FRB RECESSED PENDENT SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 314 INCH TOTAL ADJUSTMENT WITH TWO-PIECE 112 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON STYLE 20 RECESSED ESCUTCHEON 4.2 K-FACTOR, 112 INCH NPT 4.2 K-FACTOR, 112 INCH NPT Initial and frequent visual inspections of Responsibility lies with the owner for Care must be exercised to avoid dam- random samples are recommended for the inspection, testing, and mainte- age to the sprinklers -before, during, corrosion-resistant sprinklers to verify nance of their fire protection system and after installation. Sprinklers dam- the integrity of the corrosion-resistant and devices in compliance with this aged by dropping, striking, wrench material of construction. Thereafter, document, as well as with the appli- twist/slippage, or the like, must be annual inspections per NFPA 25 should cable standards of the National Fire replaced. Also, replace any sprinkler suffice. Protection Association (for example, that has a cracked bulb or that has lost Inspections of corrosion-resistant NFPA 25), in addition to the standards liquid from its bulb. (Ref. Installation sprinklers are recommended at close of any other authorities having jurisdic- Section). or range, instead of from the floor level sprinkler Contact the installing contractornkler manufacturer regarding any y Initial and frequent visual inspections of per NFPA. Inspection at close range spri random samples are recommended for can better determine the exact sprin- questions. corrosion-resistant sprinklers to verify kler condition and the long-term integ- Automatic sprinkler systems are rec- the integrity of the corrosion-resistant rity of the corrosion-resistant material, ommended to be inspected, tested, material of construction. Thereafter, which can be affected by the corrosive and maintained by a qualified Inspec- annual inspections per NFPA 25 should conditions present. tion Service in accordance with local suffice. requirements and/or national codes. TFP171 Page 9 of 10 2-7/8" DIA. _ 2-7/8" DIA. _ 5/8 1/4" (73,0 mm) 3/4"(19,1 mm) 1/2 1/8" (73,0 mm) 1/2"(12,7 mm) (15,9 6,4 mm) 2-1/4" DIA. 1/4"(6,4 mm) (12,7 3,2 mm) 2-1/4" DIA. 1/4"(6,4 mm) FACE OF (57,2 mm) MOUNTING FACE OF (57,2 mm) MOUNTING SPRINKLER PLATE SPRINKLER PLATE FITTING FITTING / (3,2 mm) (3,2 mm) 1 MOUNTING MOUNTING SURFACE SURFACE /I,/ CLOSURE SERIES 1-1/4"(31,8 mm) CLOSURE SERIES 1-1/4"(31,8 mm) TY-FRB 3/4"(19,1 mm) TY-FRB 1"(25,4 mm) FIGURE 10 FIGURE 11 SERIES TY-FRB RECESSED PENDENT SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 314 INCH TOTAL ADJUSTMENT WITH TWO-PIECE 112 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON STYLE 20 RECESSED ESCUTCHEON 5.6 K-FACTOR, 112 INCH NPT 5.6 K-FACTOR, 112 INCH NPT 2-7/8" DIA. _ 2-7/8" DIA. 5/8 1/4" (73,0 mm) 3/4"(19,1 mm) 1/2 1/8" (73,0 mm) 1/2"(12,7 mm) (15,9 6,4 mm) 2-1/4" DIA. 1/4"(6,4 mm) (12,7 3,2 mm) 2-1/4" DIA. 1/4"(6,4 mm) FACE OF (57,2 mm) MOUNTING FACE OF (57,2 mm) MOUNTING SPRINKLER PLATE SPRINKLER PLATE FITTING FITTING 1/8" 1/8" (3,2 mm) (3,2 mm) I 1 MOUNTING MOUNTING71 I SURFACE SURFACE 4 11 CLOSURE SERIES 1-5/16"(33,3 mm) CLOSURE SERIES 1-5/16" (33,3 mm) TY-FRB 13/16"(20,6 mm) TY-FRB 1-1/16" (27,0 mm) FIGURE 12 FIGURE 13 SERIES TY-FRB RECESSED PENDENT SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 314 INCH TOTAL ADJUSTMENT WITH TWO-PIECE 112 INCH TOTAL ADJUSTMENT STYLE 40 RECESSED ESCUTCHEON STYLE 30 RECESSED ESCUTCHEON 8.0 K-FACTOR, 314 INCH NPT &0 K-FACTOR, 314 INCH NPT Inspections of corrosion-resistant sprinklers are recommended at close WRENCH range, instead of from the floor level RECESS per NFPA. Inspection at close range / WRENCH RECESS can better determine the exact sprin- (END"A" USED FOR kler condition and the long-term integ- 1/2" NPT MODELS) rity of the corrosion-resistant material, which can be affected by the corrosive conditions present. WRENCH RECESS (END"B" USED FOR 3/4" NPT MODELS) PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH FIGURE 14 SPRINKLER WRENCHING AREA W-TYPE 6 SPRINKLER FIGURE 15 WRENCH W-TYPE 7 RECESSED SPRINKLER WRENCH TFP171 Page 10 of 10 P/N 57 - XXX - X - XXX MODEL/SIN SPRINKLER TEMPERATURE FINISH RATINGS 330 2.8K UPRIGHT(1/2"NPT) TY1131 1 NATURAL BRASS 135 135°F(57°C) 331 2.8K PENDENT(1/2"NPT) TY1231 4 WHITE POLYESTER 155 155°F(68°C) 340 4.2K UPRIGHT(1/2"NPT) TY2131 3 WHITE(RAL9010)" 175 175°F(79°C) 341 4.2K PENDENT(1/2"NPT) TY2231 9 CHROME PLATED 200 200°F(93°C) 370 5.6K UPRIGHT(1/2"NPT) TY3131 7 LEAD COATED 286 286°F(141°C) 371 5.61K PENDENT(1/2"NPT) TY3231 390 8.OK UPRIGHT(3/4"NPT) TY4131 391 8.OK PENDENT(3/4"NPT) TY4231 360 8.OK UPRIGHT(1/2"NPT) TY4831' Eastern Hemisphere sales only. 361 8.OK PENDENT(1/2"NPT) TY4931` TABLE D PART NUMBER SELECTION SERIES TY-FRB PENDENT AND UPRIGHT SPRINKLERS responsible for sprinkler system design Limited ordering errors or inaccurate or incomplete infor- Warrant r supplied by Buyer or Buyer's procedure Y representatives. Products manufactured by Tyco Fire In no event shall TFSBP be liable, in Contact your local distributor for Suppression & Building Products contract, tort, strict liability or under availability. When placing an order, (TFSBP) are warranted solely to the any other legal theory, for incidental, indicate the full product name and Part original Buyer for ten(10)years against indirect,special or consequential dam- Number(P/N). defects in material and workmanship ages, including but not limited to labor when paid for and properly installed charges, regardless of whether TFSBP Sprinkler Assemblies with NPT and maintained under normal use and was informed about the possibility of Thread Connections service. This warranty will expire ten such damages, and in no event shall Specify: (Specify Model/SIN), Quick (10) years from date of shipment by TFSBP's liability exceed an amount Response, (specify K-factor), (specify TFSBP. No warranty is given for prod- equal to the sales price. temperature rating), Series TY-FRB ucts or components manufactured by s ecif Pendent or Upright) Sprinkler companies not affiliated by ownership The foregoing warranty is made in lieu (specify with TFSBP or for products and com- of any and all other warranties,express with (specify type of finish or coating), ponents which have been subject to or implied, including warranties of mer- P/N (specify from Table D). misuse, improper installation, corro- chantability and fitness for a particular Recessed Escutcheon: sion, or which have not been installed, purpose. Specify: Style (10, 20, 30, or 40) maintained, modified or repaired in This limited warranty sets forth the Recessed Escutcheon with (specify") accordance with applicable Standards exclusive remedy for claims based on finish, P/N (specify'). of the National Fire Protection Associa- failure of or defect in products, materi- tion, and/or the standards of any other als or components,whether the claim is Sprinkler Wrench Authorities Having Jurisdiction. Mate- made in contract,tort, strict liability or Specify: W-Type 6 Sprinkler Wrench, rials found by TFSBP to be defective any other legal theory. P/N 56-000-6-387. shall be either repaired or replaced, at TFSBP's sole option. TFSBP neither This warranty will apply to the full Specify: W-Type 7 Sprinkler Wrench, assumes, nor authorizes any person extent permitted by law.The invalidity, P/N 56-850-4-001. to assume for it, any other obligation in in whole or part, of any portion of this Refer to Technical Data Sheet TFP770. connection with the sale of products or warranty will not affect the remainder. parts of products.TFSBP shall not be Copyright©2007-2010 Tyco Fire Suppression&Building Products.All rights reserved. tqCU Fire & Building Products rapid response" HOME FIRE SPRINKLER SYSTEM Technical Services: Tel: (800)381-9312/Fax: (800)791-5500 Blaze Master ° CPVC Fire Sprinkler Pipe & Fittings Submittal Sheet General Description Technical Tyco® CPVC Pipe and Fittings pro- Da t a vJfA' duced by Tyco Fire & Building Prod- ucts (TFBP) are designed exclusively Sizes for use in wet pipe automatic fire sprin- 3/4"to 3" 4 kler systems. The Tyco CPVC Pipe Maximum Working Pressure } and Fittings are produced from Blaze- 175 psi Master® CPVC compound that is a _ specially developed thermoplastic Approvals compound composed of post chlorin- UL, FM, C-UL, NSF, LPCB, MEA, and ated polyvinyl chloride (CPVC) resin the City of Los Angeles. (Refer to (n- and state of the art additives. Tyco stallation Handbook IH-1900 dated CPVC Pipe and Fittings are easier to June 2008 for exact listing/approval install than traditional steel pipe sys- information.) tems, and at the same time, provide Manufacture Source superior heat resistance and strength U.S.A. as compared to traditional CPVC and PVC piping materials used in the Material plumbing trade. Various adapters are . Pipe: ASTM F442, SDR 13.5 available to connect CPVC pipe to me- tallic piping. All female pipe thread • Fittings: ASTM F438 (Sch. 40) and adapters have brass inserts for dura- ASTM F439(Sch.80),ASTM F1970 bility. Grooved adapters connect di- Color rectly to grooved end valves and me- Orange tallic pipe, with flexible grooved end couplings. Tyco® CPVC Pipe and Fittings pro- duced with BlazeMaster®CPVC com- pound described herein must be in- stalled and maintained in compliance with this document and with the appli- cable standards of the National Fire Protection Association, in addition to the standards ofany authorities having jurisdiction. Failure to do so may im- pair the performance of these devices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. BlazeMaster®is a registered trademark of The Lubrizol Corporation Page 1 of 2 JUNE, 2008 TFP1915 Page 2 of 2 TFP1915 Ins to Ha Lion Lim ite d Tyco® CPVC Pipe and Fittings pro- Wa rra n t y duced by Tyco Fire & Building Prod- ucts (TFBP) are to be installed in Products manufactured by Tyco Fire& accordance with Installation Hand- Building Products (TFBP) are war- book IH-1900 dated June 2008. ranted solely to the original Buyer for ten(10)years against defects in mate- Care and rial and workmanship when paid for and properly installed and maintained under normal use and service. This Maintenance warranty will expire ten (10) years responsible for the in- from date of shipment by TFBP. No The owner is res P warranty is given for products or com- spection, testing, and maintenance of ponents manufactured by companies their fire protection system and de- not affiliated by ownership with TFBP vices in compliance with this docu- or for products and components which ment, as well as with the applicable have been subject to misuse,improper standards of the National Fire Protec- installation, corrosion, or which have tion Association (e.g., NFPA 25), in not been installed, maintained, modi- addition to the standards of any fied or repaired in accordance with ap- authority having jurisdiction. The in- plicable Standards of the National Fire stalling contractor or product manufac- Protection Association, and/or the turer should be contacted relative to standards of any other Authorities any questions. Having Jurisdiction. Materials found Automatic sprinkler systems should be by TFBP to be defective shall be either inspected,tested,and maintained by a repaired or replaced, at TFBP's sole qualified Inspection Service in accord- option. TFBP neither assumes, nor ance with local requirements and/or authorizes any person to assume for it, national codes. any other obligation in connection with the sale of products or parts of prod- ucts.TFBP shall not be responsible for sprinkler system design errors or inac- Before closing a fire protection system curate or incomplete information sup- control valve for inspection ormainte- Plied by Buyer or Buyer's repre- nance work on the fire protection sys- sentatives. tem that it controls,permission to shut In no event shall TFBP be liable, in down the affected fire protection sys- contract, tort, strict liability or under tem must first be obtained from the any other legal theory, for incidental, proper authorities and all personnel indirect,special or consequential dam- who may be affected by this action ages, including but not limited to labor must be notified. charges, regardless of whether TFBP was informed about the possibility of After placing a fire protection system such damages, and in no event shall in service, notify the proper authorities TFBP's liability exceed an amount and advise those responsible for moni- equal to the sales price. toring proprietary and/or central sta- tion alarms. The foregoing warranty is made in lieu of any and all other warranties. ex- press or implied, including warranties of merchantability and fitness for a par- ticular purpose. This limited warranty sets forth the ex- clusive remedy for claims based on failure of or defect in products, materi- als or components, whether the claim is made in contract, tort, strict liability or any other legal theory. This warranty will apply to the full ex- tent permitted by law.The invalidity, in whole or part, of any portion of this warranty will not affect the remainder. ©2008 TYCO FIRE&BUILDING PRODUCTS,451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Spare Sprinkler Head Storage Cabinet 111S1S7r-_1L FPPI° Description Fire Protection Products, Inc. Spare Sprinkler Head Cabinets are designed to allow for spare sprinkler head storage as required by NFPA guidelines. The Spare Sprinkler Head Cabinets are available in six configurations. Three head, six head, six head ESFR, twelve head, twenty-four head and thirty-six head. All six styles are manufactured with "knockouts"to accommodate the most common size sprinklers. The shelf is located to allow for the storage of a typical sprinkler head wrench. Each cabinet is finished with a red enamel finish. Each spare head cabinet comes with a hinged door which remains closed to protect the spare sprinklers from the elements and features two holes on the back panel to allow for attachment to most surfaces utilizing the appropriate fasteners. Not intended for exposed or harsh environments. Installation Specifications Select the correct Spare Sprinkler Head Cabinet in accordance with the Material: Automatic Sprinkler Systems Handbook. As per the 1989 Edition the correct Painted Plain Steel number of spare sprinkler is as follows: Finish: 0-300 sprinklers, not less than 6; 300-1000, not less than 12; 1000 or more, Red enamel not less than 24. Stock of spare sprinklers shall include all types and ratings Styles: installed.* 3 Spare sprinklers, '/2 or 3/4 6 Spare sprinklers, '/2 or 3/4 6 Spare, ESFR, 1/2, 3/4 or 1" Once the correct Spare Sprinkler Head Cabinet has been selected, installation 12 Spare sprinklers'/2 or 3/ is accomplished by inserting the correct fastener in each of the two holes inside 24 Spare sprinklers the cabinet, securing the cabinet securely to the wall. The insert the correct 36 Spare sprinklers number and type of sprinklers in accordance with the "handbook". *Final determination is subject to approval by the AHJ. 3198 LIONSHEAD AVE CARLSBAD, CA 92010 TEL+1 760 599-1168 +1 800 344-1822 FAX+1 800 344-3775 ©2012 Fire Protection Products,Inc. TT AT AT U BULL MOOSE® EDDY FLOW SPRINKLER PIPE SUBMITTAL DATA SHEET TUBE APPROVALS AND SPECIFICATIONS FINISHES AND COATINGS • ASTM A135, Grade A • Eddy Flow Sprinkler Pipe receives an OD mill coating of water-based • ASTM A795,Type E, Grade A paint which has corrosion protection expected with a painted carbon • Pressure rated to 300 psi steel product, i.e. it would be expected to resist corrosion for an • Underwriters Laboratories— extended and indefinite period in a clean and dry environment and, United States of America as environmental conditions deteriorate,the corrosion protection • Underwriters Laboratories—Canada would also diminish. • Factory Mutual • Eddy Flow Sprinkler Pipe (black) receives an ID mill coating of Eddy • NFPA-13 Guard II MIC preventative coating. EG2 has been tested at • NFPA-13R independent laboratories to resist bacterial growth and maintain • NFPA-14 minimal bacterial count after multiple flushes (25) of the pipe. • CIVIL DEFENSE APPROVAL— • Eddy Flow Sprinkler Pipe when Hot Dip Galvanized by ASTM A123 United Arab Emirates and supplied by Bull Moose Tube is UL listed and FM approved. • Made in the United States of America PRODUCT IDENTIFICATION • UL, ULC&FM listed for roll-groove, plain-end and welded joints for wet, dry, Every length of BUII Moose fire sprinkler pipe features large, easy-to- preaction and deluge sprinkler systems. read, continuous stenciling, clearly identifying the manufacturer,type • LEED v4 Certified of pipe,size,and length. mom 1.660 1.900 2.375 2.875 3.500 4.500 1.530 1.728 2.203 2.705 3.334 4,310 7 JEMPtVWe'11gJnT(10F1.222 1.844 2.330 2.809 3.361 4,968 Water Filled Weight(lb/ft) 2.019 2.860 3.982 5.299 7,144 11.290 C.R.R.* 1.98 3.44 2.78 1.66 1.00 1.00 Pieces per Lift 61 61 37 30 19 19 *Calculated using Standard UL CRR formula,UL Fire Protection Directory,Category VIZY U1 C U1 FM L SUBMITTAL INFORMATION Project Contractor Engineer Specification Reference Date System Type Locations Comments O Eddy Flow-Black Eddy Flow-Hot Dip Galvanized BULLT/[OOSETUBE. - 00 00 Schedule • and Schedule 40 FM Approved and UL Listed Sprinkler Pipe Bull Moose Tube Company is a recognized producer Bull Moose Tube's Sch. 10 and Sch. 40 pipes are of quality pipe products. Our Schedule 10 and made to ASTM A135 and ASTM A795. These Schedule 40 are FM Approved and UL Listed (for U.S. products are typically supplied with our protective and Canada), even though these products do not coating but can be supplied without the coating so require separate approvals and listings. Bull Moose they can be hot-dip galvanized to meet FM Tube made the decision to have them approved and requirements for use in dry systems in accordance listed for your peace of mind. Our Sch. 10 and Sch. 40 with the zinc coating specifications of ASTM A795 or have been through the same rigorous testing as our ASTM A53. All Schedule 10 and Schedule 40 pipe other fine pipe products. has a pressure rating of 300 PSI. Schedule 10 Pipe Nominal .- Size (in) Nominal O.D. 1 1.315 1.097 1.41 Ibs/ft 91 1 1/4 1.660 1.442 1.81 Ibs/ft 61 1 1/2 1.900 1.682 2.09 Ibs/ft 61 2 2.375 2.157 2.64 Ibs/ft 37 2 1/2 2.875 2.635 3.53 Ibs/ft 30 3 3.500 3.260 4.34 Ibs/ft 19 4 4.500 4.260 5.62 Ibs/ft 19 Schedule 40 Pipe 116� Nominal Pipe Size (in) Nominal O.D. (in) 1 1.315 1.049 1.68 Ibs/ft 70 1 1/4 1.660 1.380 2.27 Ibs/ft 51 1 1/2 1.900 1.610 2.72 Ibs/ft 44 2 2.375 2.067 3.66 Ibs/ft 30 2 1/2 2.875 2.468 5.80 Ibs/ft 30 3 3.500 3.068 7.58 Ibs/ft 19 4 4.500 4.026 10.80 Ibs/ft 19 PIPE PREPARATION For proper operation,all pipe surfaces should be cleaned prior to installation. In order to provide a leak-tight seat for the gasket,pipe surfaces should be free from indentations and projections from the end of the pipe to the groove. All loose paint,scale,dirt,chips,grease,and rust must be removed prior to installation. Failure to take these important steps may result in improper coupling assembly,causing leakage. Also,check the manufacturer's instructions for the specific fitting used. QiIZ 1819 Clarkson Road Foradditonal inforpmation, C �L usA Chesterfield, MO 63017 contact our salesperson (800)325-4467 today at(800)325-4467 or LISTED BULL MOOSE TUBE COMPANY FAX:(636)537-2645 (636)537-2600 in the USA, www.bullmoosetube.com or from Canada F M A UP- company e-mail: sales(c�bullmoosetube.com call(800)882-4666 APPROVED All information contained herein is accurate as known at the time of publication. Bull Moose Tube reserves the right to change product specifications without notice and without incurring obligation. 12/09 t t tllll &64mmys 20184019 � + Product Catalog Ap TABLE OF CONTENTS Sammys°for Wood .......................................................................................................................... 4 Sidewinder"for Wood....................................................................................................................... 5 Sammys Swivel Head" for Wood......................................................................................................5 Sammys°for Steel............................................................................................................................ 6 Sidewinder"for Steel........................................................................................................................ 7 Sammys Swivel Head'm for Steel....................................................................................................... 7 SammyX-PressO............................................................................................................................... 8 SammyX-Press SidewinderTM............................................................................................................ 8 SammyX-Press Swivel'm................................................................................................................... 9 Sammy X-Press It° Installation Tool ..................................................................................................9 Sammys°for Concrete................................................................................................................... 10 Sidewinder"for Concrete ................................................................................................................ 10 Sammys Swivel HeadT11 for Concrete................................................................................................11 Concrete/Wood Installation Kit........................................................................................................ 11 SammysToggleTM............................................................................................................................ 12 Dektite° Pipe Flashing..................................................................................................................... 12 Sammys X-Press° Pole Tool Kit...................................................................................................... 13 SammysPole TooITM......................................................................................................................... 13 Approvalsand Listings.................................................................................................................... 14 SpecialNotes .................................................................................................................................. 15 Warranty • Disclaimer of Warranty Proper fastener connection design takes in to account where and how fasteners are used.Allowance for special characteristics in materials,differences in materials,differences in types of materials being joined,unique or unusual environmental service or installation conditions and the safety factors required by anticipating normal or short term loading conditions must be considered.Due to possible differences in specifications,applications,and interpretation of results,purchasers and specifiers must make their own evaluation of the products,to determine the suitability of these products for intended use.All warranties of Buildex products,expressed or implied,including the warranties of merchantabilty and fitness for particular purposes are specifically excluded except for the following:Buildex will repair or replace any product which,within twelve months after sale by Buildex or its distributors,is found by Buildex to be defective in material or workmanship-normal wear and tear accepted.This is the sole warranty of Buildex and the sole remedy available to distributor or buyer.Buildex shall not be liable for any injury,loss or damage,direct,indirect,or consequential,arising out of the use of,or the inability to use,any Buildex product. INSTALLATION • • ' WOOD & STEEL INSTALLATION STEP INTO WOOD&STEEL: INSTALLATION STEP •' •MTO WOOD&STEEL: 1.Insert the appropriate nut driver into a 318"or 1/2°portable drill. 1.Insert the appropriate nut driver into a 318"or 112"portable drill. 2.Insert the SAMMYS®into the#14(black)nut driver(p/n 8113910).Drill 2.Insert the SAMMYS into the#14SW(red)nut driver(p/n 8114910).With drill should be in a vertical position. unit in a horizontal position and at a right angle to the structural member, begin installation. 3.Push the face of the nut driver tight to the member.Begin installation when the nut driver spins freely on the SAMMYS,stop drill and remove. 3.When the nut driver spins freely on the SAMMYS,stop the drill and remove. 4.The SAMMYS is now ready to receive 114"318",112"or metric all thread rod,bolt stock.(The 112"requires the#14SW red nut driver) 4.The unit is now ready to receive 114",318",M10,M8 or metric all thread rod or bolt stock. Note:When installing DSTR,follow the above instructions,then add retainer nut and torque to 20 inch lbs.for maximumpullout in purlin steel. Note:When installing SWDR,follow the above instructions,then add retainer nut and torque to 20 inch lbs.for maximum pullout in purlin steel. INSTALLATION • FOR CONCRETE INSTALLATION STEPS- =INTO CONCRETE: INSTALLATION STEPS = INTO CONCRETE: 1.Using an SDS 250 carbide tip bit or a HEX RECEIVER with a #250 1.Using an SDS 250 carbide tip bit or a HEX RECEIVER with a #250 carbide tip bit,pre-drill the concrete member to a depth of 2"with a carbide tip bit,pre-drill the concrete member to a depth of 2"with a hammer/ hammer/rotary hammer drill set on impact mode. rotary hammer drill set on impact mode. 2.After pre-drilling has been completed,install the SLEEVE TOOL over 2.After pre-drilling has been completed,install the SLEEVE TOOL the bit(the bit should remain in the drill),and insert the#14(black) over the bit(the bit should remain in the drill),and insert the#14SW(red) nut driver(p/n 8113910)into the opposite end(see Vertical Installation nut driver(p/n 8114910)into the opposite end. note above). 3.Insert the SWC screw into the nut driver. 3.Insert the CST screw into the nut driver. 4.Place tip of screw into the pre-drilled hole,turn impact/drill unit to 4.Place tip of screw into the pre-drilled hole,turn impact/drill unit to drill drill mode and begin insertion.When the nut driver spins free on the mode and begin insertion.When the nut driver spins freely on the SWC screw,installation is complete.Stop and remove drill. CST screw,installation is complete.Stop and remove drill. 5.The SWC screw is ready to receive 114"318"or metric all thread rod 5.The concrete screw is ready to receive 114",318°112",or metric all or bolt stock. thread rod or bolt stock.(#14SW red nut driver used with 112"screw) Note:Use a 1200 maximum RPM drill for installation. Note:Use a 1200 maximum RPM drill for installation. Note:Do not install concrete screws while the drill unit is in impact mode— Note:Do not install concrete screws while the drill unit is in impact mode— doing so will destroy the pullout factor of the fastener doing so will destroy the pullout factor of the screw. SPECIAL NUT DRIVER SYSTEM:The nut drivers were designed with a unique spin-off feature which provides a fast and safe installation each time.When the face of the driver comes into contact with the material you are installing into,continue drilling until nut driver spins free.Installation is then complete.Warranty requires the use of the appropriate nut driver for installations. 3 To find a distdbutor near you,call 800-848-5611 SAMMYS° FOR WOOD SAMMYS' FOR WOOD - Vertical Application Application Product Features Not less than Wood Flooring 2"nominal width •No pre-drilling required. •Quick to install using the Sammy Not less than Nut Driver with an 18V cordless 3"nominal drill. thickness(2-1/2") (depth or side Wood Joist of vertical member) •Saves time from traditional - - - - - methods. Double Sheetrock Ceiling •Reduces installation costs. Assembled in the U.S.A. Composite/Truss Consult truss manufacturer for recommended installation point. *Pre-dtilfing may be required for GST N 25-380.Tool available on page 11. View our installation videos! OUT& Approvals Rod Part Model Screw Ultimate UL Test FM Test Box Case Size Number Descriptions Pullout(Ibs) Load(Ibs) Load(Ibs) Gty Qty VERTICAL MOUNT 1/4" 8002957 GST 100 1/4 x 1" 210 (7/16"OSB) 25 125 670 (3/4"Ply) 1/4" 8003957 GST 200 1/4 x 2" 1760 (Fir) 25 125 L 3/8" 8007957 GST 10 1/4 x 1" 210 (7/16"OSB) 300 25 125 670 (3/4"Ply) 3/8" 8008957 GST 20 1/4 x 2" 1760 (Fir) 850 1475 25 125 #14 Black 3/8" 8068925 GST 20-SS 1/4 x 2" 1760 (Fir) 850 25 125 Nut Driver v 3/8" 8009925 GST 25-380 3/8 x 2-1/2" 2113 (Fir) 1500 25 125 Part#8113910 tg 3/8" 8010957 GST 30 1/4 x 3" 2060 (Fir) 1500 1475 25 125 _ 1/2" 8013925 GST 2 1/4 x 2" 1760 (Fir) 25 125 1/2" 8015925 GST 3 1/4 x 3" 2275 (Fir) 25 125 #14 SW Red Nut Driver Part#8114910 If w � oHS ASSEMBLED U.S.A. SPECIAL NUT DRIVER SYSTEM:The nut drivers were designed with a unique spin-off feature which provides a fast and safe installation each time.When the face of the driver comes into contact with the material you are installing into,continue drilling until nut driver spins free.Installation is then complete.Warranty requires the use of the appropriate nut driver for installations. 0 SIDEWINDER@ FOR WOOD -Horizontal ApplicationApplication o Product„ 5 Not less than 2"nominal width •No pre-drilling required. (1-1/2")up to 3-1/2"pipe;not less than 3"(2-1/2")nominal width 4"&5'pipe •Quick to install using the Sammy Floor Joist Nut Driver with an 18V cordless Minimum 2-1/2"from bottom for drill/driver. branch lines.Minimum 3"from bot- tom for main lines.Exception:This •Saves time from traditional requirement shall not apply to 2"or methods. thicker nailing strips resting on top of steel beams. •Reduces installation costs. •Assembled in the U.S.A. :r View our installation videos! O YOUTUk HORIZONTALApprovals Rod Part Model Screw Ultimate UL Test Box Case Size Number Descriptions Shear(Ibs) Load(Ibs) Gty QtY . VIL 3/8" 8020957 SWG 10 1/4 x 1" 622 (Fir) 300 25 125 3/8" 8021957 SWG 20 1/4 x 2" 1725 (Fir) 1050 25 125 Q. 3/8" 8022925 SWG 25-380 318 x 2-1/2" 2249 (Fir) 1500 25 125 3/8"* 8023925 SWG 30 1/4 x 3" 1884 (Fir) 25 125 #14 SW Red Nut Driver Part#8114910 SAMMYS SWIVEL HEAD Tm FOR WOOD Swivel Application Application Product Features r..•an c.*00°.,,,.10", •Eliminates distortion of threaded rod. ", •Accommodates up to 3'%"x 12 pitch roof. •Allows 17°deflection from vertical. ..a •Saves time from traditional methods. •Reduces installation costs. �rre� •*. Assembled in the U.S.A.Approvals Rod Part Model Screw Ultimate UL Test Load FM Test Min Box Case • Size Number .• City e #14 Black SWIVEL MOUNT Nut Driver 3/8" 8139957 SH-GST 20 1/4 x 2" 1257(Fir) 1050 1475 25 125 Part#81139101 1903 Dim.Lumber 1500 33/8" 8269957 SH-GST/CST 20 5/16 x 1-3/4" 1406 @ 45°off vertical 850 @ 45° 25 125 May require pre-drilling;consult joist manufacturer. Dim.Lumber #14 SH Orange ••will not swivel until installed with black nut driver. • Nut Driver Part#8273910 To find.distributor near y• 800-848-5611 SAMMYS® FOR STEEL SAMMYS' FOR STEEL - Vertical Application Application Product Features •Made with Teks®self-drilling fasteners- no pre-drilling required. •Installs into steel range from ` 20 gauge—1/2"thicknesses. �' •Saves time from traditional methods. •Reduces installation costs. •Quick to install using the Sammys Nut Driver with an 18V cordless drill/driver. •A standard screwgun with a depth sensitive nosepiece should be used to install Teks. For optimal fastener performance,the screwgun should be a minimum of 6 amps and have an RPM range of 0-2500. ,► •Assembled in the U.S.A. P�►�.O�►JL� � View our installation videos! MuTube Approvals Rod Part Model Screw Ultimate ILL Test FM Test Min Max Box Case Size Number Descriptions Pullout(Ibs) Load(Ibs) Load(Ibs) Thick Thick Qty Qty VERTICAL MOUNT 1/4" 8024957 DSTR 100* 1/4-20 x 1"TEKS 3 1510 (20 ga.) .036"-20 ga 3/16" 25 125 1/4" 8025957 DST 100 1/4-14 x V TEKS 3 446 (20 ga.) .036"-20 ga 3/16" 25 125 1/4'. 8026957 DST 150 1/4-14 x 1-1/2"TEKS 3 970 (16 ga.) .036"-20 ga 3/16" 25 125 _ 1/4" 8027957 DST 200 1/4-14 x 2"TEKS 3 446 (20 ga.) .036"-20 ga 3/16" 25 125 3/8" 8038957 DSTR 1* 1/4-20 x 1"TEKS 3 1510 (20 ga.) 1500 1475 .036"-20 ga 3/16" 25 125 0 3/8" 8037957 DSTR 1-1/2* 12-24 x 1-112"TEKS 5 1510 (3/16") 1500 1475 .060"-16 ga. 1/2" 25 125 �} 3/8" 8039957 DSTR 516* 5/16-18 x 1-1/4"TEKS 3 2200 (20 ga.) 1500 1475 .036"-20 ga 3/16" 25 125 3/8" 8040957 DST 10 1/4-14 x 1"TEKS 3 446 (20 ga.) .036"-20 ga 3/16" 25 125 i 0 970 (16 ga.) 3/8" 8041957 DST 15 1/4-14 x 1-1/2"TEKS 3 446 (20 ga.) .036"-20 ga 3/16" 25 125 970 (16 ga.) 3/8" 8044957 DST 30 1/4-14 x 3"TEKS 3 446 (20 ga.) .036"-20 ga 3/16" 25 125 970 (16 ga.) #14 Black 3/8" 8045957 DST 516 5/16-18 x 1-114"TEKS 3 1500 (3/16") 1500 1475 .125"-1/8" 3/16" 25 125 Nut Driver Y 0 3/8" 8046957 TEK 50 12-24 x 1-112"TEKS 5 3125 (3/16") 1500 1475 .250"-l/4" 1/2" 25 125 Part#8113910 446 (20 ga.) .::--•� 1/2" 8031925 DST 2.0 1/4-14 x 2"TEKS 3 g70 (16 ga.) .188"-3/16" 1/4" 25 125 .. 1/2" 8036925 TEK 5.0 12-24 x 1-1/2"TEKS 5 3125 (3/16") .188"-3/16" 1/2" 25 125 *Includes retaining nut #14 SW Red Nut Driver Part#8114910 s � oHS 00"I ASSEMBLED U.S.A. SPECIAL NUT DRIVER SYSTEM:The nut drivers were designed with a unique spin-off feature which provides a fast and safe installation each time.When the face of the driver comes into contact with the material you are installing into,continue drilling until nut driver spins free.Installation is then complete.Warranty requires the use of the appropriate nut driver for installations. ProductSIDEWINDERI FOR STEEL -Horizontal Application Application •Made with Teks°self-drilling fasteners-no pre-drilling required. NO •Installs into steel range from 20 gauge—1/2"thicknesses. }�� •A standard screwgun with a depth sensitive nosepiece should be used to install Teks.For optimal fastener performance,the screwgun should be a -- minimum of 6 amps and have an RPM range of 0-2500. Y0 •Saves time from traditional methods. J •Reduces installation costs. W •Quick to install using the Sammys Nut Driver with an View our W 18V cordless drill/driver. installation videos! •Asembled in the U.S.A. 0 YothbeApprovals Rod Part Model Screw Ultimate UL Test FM Test Min Max Box Case y Size Number D- Qty Qty HORIZONTAL MOUNT 3/8" 8050957 SWD 10 1/4-14 x 1"TEKS 3 1477 (16 ga.) .060"-16 ga 3/16" 25 125 v 3/8" 8052957 SWD 20 1/4-14 x 2"TEKS 3 1477 (16 ga.) .060"-16 ga 3/16" 25 125 3/8" 8055957 SWDR 1* 1/4-20 x 1"TEKS 3 1900 (20 ga.) 1500 1475 .036"-20 ga 3116" 25 125 3/8" 8054957 SWDR 1-1/2* 12-24 x 1-1/2"TEKS 5 2375 (3/16") 1500 1475 .188"-3/16" 1/2" 25 125 3/8" 8056957 SWDR 516* 5/16-18 x 1-1/4"TEKS 3 2480 (20 ga.) 1500 1475 .036"-20 ga 3/16" 25 125 *Includes retaining nut #14 SW Red Nut Driver Part#8114910 SAMMYS SWIVEL .Tm • - STEEL Application Application Product Features •Eliminates distortion of threaded rod in sloped roof applications. r •Accommodates 3-1/2 x 12 pitch. • •Installs into angled z-purlin;allows threaded rod to hang plumb. •Allows 17°deflection from vertical. •Asembled in the U.S.A. 1 View our installation videos! CYoubbe Approvals Rod Part Model Screw Ultimate UL Test I'M Test Min Max Box Case Size Number •. Qty Qty SWIVEL MOUNT M #14Black " 81379 11TEK S 3 X 1" ( ) Nut 3/8 57 SH-DSTR 1* Driver TEK 3220 3/16" 1500 1475 .035" 3/16" 25 125 Nut Part#8113910 2368(1/2"steel Vertical) 3/8" 8268957 SH-TEK 50 12-24 x 1-5/8" 1306(45°off Vertical) 1500(Vertical) 4" 3/16" 1/2" 25 125 TEKS 5 2281(3/16"HISS) 850(45°off Vertical) 2-1/2" 1585(3/16"HISS 45°off Vertical) *Does not comply with ROHS requirements/Includes retaining nut #14 SH Orange • Nut Driver Part#8273910 SA MMY X-PRESS® Installs into Metal Deck, Purlin, or Tubular Steel SAMMYX-PRESSOApplication ProductApplication •The Sammy X-Press expands to provide •Less jobsite material needed. direct vertical attachment in: (XP) - light gauge steel deck or purlin •No retaining nut required. � (22 ga.-1/8"). •Provides design flexibility. •Installs in seconds with Sammy X-Press It®Tool, saving time&installation costs. •Assembledin the U.S.A. •Use in applications where access to the back of View our the installed fastener is prohibited.is.metal roof installation videos! deck,tubular steel,or vapor barrier fabric. Woubbe DescriptionApprovals Rod Part Model Size Number Pullout(lbs) Load(lbs) Thick Load(lbs) Thick Thick • QtY MOUNTVERTICAL Sammy 185(Luminaire) .027 NL 1/4" 8181922 XP 200 X-P ess 200 1146(22 ga) 250(Luminaire) .056" .125" 25 125 Metal Deck ■ 850(2%"Pipe) .027" 940 (2"Pipe) 029" X-Press 20 250 3/8" 8150922 XP 20 Sammy 1146(22 ga) 250(Luminaire)(Luminaire) .0.056"" 1475(4"Pipe) .104" .125" 25 125 Metal Deck 283(Conduit&Cable) .029" 1500(4"Pipe) .060" 3/8" 8153922 XP 35 X Pr ss 35 1783(16 ga) 250(Luminaire) .056" 4775((4"PI pe) .1104" .125" 25 125 Purlin 416(Conduit&Cable) .059" T Pre-Pour Structural Concrete@ 3000 psi Metal Deck 3/8" 8150922 XP 20 Sammy 1146(22 ga) 850(2%Pipe) 25 125 (Pre-Pour) X-Press 20 Post-Pour Range II LWC<_35 PCF(lbs/ft3) Metal Deck (Post-Pour) Pre-Pour Structural Concrete @ 3000 psi Post-Pour Range II LWC<_35 PCF(Ibs/ft') —J—�VVE Lr -�- Lr'� SAMMYX-PRESS SIDEWINDER'" - Horizontal Application Application Product •The Sammy X-Press Sidewinder expands to •Less jobsite material needed. provide horizontal attachment in: 16 ga-3/16"steel-purlin,tubular steel. •No retaining nut required. •Installs in seconds with Sammy X-Press It®Tool, •Provides design flexibility. saving time&installation costs. •Assembled in U.S.A.of •Use in applications where access to the back of Canadian Steel the installed fastener is prohibited;ie.metal roof View our deck,tubular steel,or vapor barrier fabric. installation videos! 0 Youbbe DescriptionApprovals Rod Part Model Size NumberShear(Ibs) Load(lbs) Thick Load(Ibs) Thick Qty Qty HORIZONTAL MOUNT 1250(3%'Pipe) 3/8" 8293957 SWXP 35 Sidewinder 1798(16 ga) 80 (Luminaire) .059" .125" 25 125 Metal rlin in X-Press 35 416(Conduit&Cable) Pu � S ASSEMBLER U.S A. TM SAMMYX-PRESSA . . ProductApplication •The Sammy X-Press Swivel allows you •Less jobsite material needed. to hang plumb in extreme roof pitches: 89*in z-purlin •No retaining nut required. 45'in metal deck for 12/12 pitch � •Provides design flexibility. EREM •Installs in seconds with Sammy X-Press It®Tool, f)10' n 1 G saving time&installation costs. •Assembled in the U.S.A. V�p1�NT •Use in applications where access to the back of View our the installed fastener is prohibited.ie.metal roof installation videos! deck,tubular steel,or vapor barrier fabric. MOW— O — DescriptionApprovals Rod Part Model Size Number Pullout(Ibs) Load(Ibs) Thick Load(Ibs) Thick Thick Qty Qty MOUNTSWIVEL 750(2"Pipe) Swivel 1061(22 ga Vert) 170 Vertical(Luminaire) Metal Deck/ 3/8" 8294922 SXP 20 80 @ 45°(Luminaire) .029" 635(2"Pipe) .029" .125" 25 125 X-Press 20 829(45°Off Vert) 283 Vertical(Conduit&Cable) Pudin 11J 233 @ 45°(Conduit&Cable) 'W 1250(3-1/2"Pipe) 250 Vertical(Luminaire) ? 3/8" 8295922 SXP 35 Swivel 1675(16 ga Vert) 80 @ 90°(Luminaire) '059° '029" .125" 25 125(Luminaire) Metal Deck/ X-Press 35 1558(89°Off Vert) 500 Vertical(Conduit&Cable) 635(2"Pipe) Purlin 333 @ 89°(Conduit&Cable) 1/2" 8272957 SXP 2.0 Swivel 1061(22 ga Vert) .027" .125" 25 125 Metal Deck X-Press 2.0 829(45°Off Vert) Pudin 1/2" 8271957 SXP 3.5 Swivel 1675(16 ga Vert) Metal Deck/ X-Press 3.5 1558(89°Off Vert) .060" .125" 25 125 Pudin • SAMMYX- - - © • • • Application Product ` •The Sammy X-Press expands to provide direct vertical attachment in: metal deck(22-16 gauge) y4 J t z-purlin(18-16 gauge) •Assembled in the U.S.A. View our installation videos! 0 Youbbe DescriptionPart Number Model 8194910 UXPIT* Universal X-Press It Tool 1 8152910 XPDB 25/64"Drill Bit 1 'Tool Includes:Sleeve,Bit Receiver,Hex Wrench,and 25/64"Drill Bit. 1 1 • To find-distributor near y• 800-848-5611 SAMMYS° FOR CONCRETE SAMMYS@ FOR CONCRETE — Vertical Application Application Product Features •Easy two step process(Drill hole& *•4��'4 ,d o d v; �•4,'Q drive Sammys concrete anchor). ?" 'a r 4?" a •1W pre-drilled pilot hole required. . 7 ` .D `ad•`aJ�A�• :d `pd• •� •Concrete Installation Tool available for CC a one tool installation process. •Assembled in the U.S.A. -j .f••'ft••r ••r•' � j•• fir View our ... installation videos! 0YOUTUbe Size Number Descriptions Pullout(lbs)* Load(lbs)Approvals Rod Part Model Screw Ultimate I'M Test Box Case VERTICAL MOUNT #14 Black 1/4" 8058957 CST 200 5/16 x 1-3/4" 2400 25 125 Nut Driver FM 3/8" 8059957 CST 20 5/16 x 1-3/4" 2400 1475 25 125 Part#8113910 — #14SW Red 1/2" 8060925 CST 2 5/16 x 1-3/4" 2400 25 125 Nut Driver FM 36-EFM 3/8" 8306957 CCST 516 5116-14 x 2-1/2" 857** 25 125 Part#8114910 For complete performance data see ICC Report ESR-3699 Tested in 3000 PSI concrete **Pullout strength for Cracked Concrete and Seismic Zones A-F ProductSIDEWINDEW FOR CONCRETE - Horizontal Application Application �' •Easy two step process(Drill hole&drive •4• U°• Sammys concrete anchor). � I I • C p '�' o'P Z •'/<"pre-drilled pilot hole required. •Concrete Installation Tool available for a one tool D., -p. • C installation process. d ri ol77`4; , a o � •Assembleded in the U.S.A. View our installation videos! OYNTUM Approvals Rod Part Model Screw Ultimate FM Test Box Case Size Number 1• Qty Qty HORIZONTAL MOUNT 0 3/8" 8061957 SWC 20 5/16 x 1-3/4" 2450 1475 25 125 O 369gEFM 3/8" 8307957 SW-CCST 516 5/16-14 x 2-1/2" 857** 25 125 #14SW Red Tested in 3000 PSI concrete **Pullout strength for cracked concrete and Seismic Zones A-F Nut Driver Part#8114910 SPECIAL NUT DRIVER SYSTEM:The nut drivers were designed with a unique spin-off feature which provides a fast and safe installation each time.ASSEMBLED U.S.A. �S free.Installation n t onis then complete.rWarranty requires thecuse ltof the appropriate nut driver for installations.continue drilling until nut driver spins OZZHH'yo SAMMYS SWIVEL HEAD Tm FOR CONCRETE Swivel Application Application Product Features •Installs vertically and swivels up to 89°in wood& concrete structures. •:moo s..�:=.P' Eliminates distortion of threaded rod. •1/4"pre-drilled pilot hole required. •Concrete installation tool available for a one piece installation process. •Assembled in the U.S.A. Approvals Rod Part Model Screw Ultimate Box Case Size Number .• Qty Qty SWIVEL MOUNT 2537 in 3000 psi concrete 3/8" 8269957 SH-GST/CST 20 5/16 x 1-3/4" 1459 @ 45°off vertical in 3000 psi concrete 25 125 2852 in 6000 psi concrete 1636 @ 45°off vertical in 6000 psi concrete FM 3/8" 8308957 SH-CCST 516 5/16-14 x 2-1/2" 857** 25 125 Note:UL Listed for wood-see page 5 #14 SH Orange Nut Driver Part#8273910 *Tested in 3000 PSI concrete **Pullout strength for cracked concrete and Seismic Zones A-F Uj CONCRETE I WOOD INSTALLATIONLLI Ct V Application Z 'CRotary Hammer Drill into concrete Hammer Drill into concrete (b) b (9) (d) (h) (gam (e) (h) -sepiao, (C) (c) (a) Part Number Description Each Qty • 8122910 Concrete Installation Kit(a) 1 Kit includes the following items: 8113910 #14 Black Nut Driver(b) 1 8114910 #14 SW Red Nut Driver(c) 1 8116910c #250 Bit(1/4")(d) 1 8117910 SIDS Bit(1/4")(e) 1 8118910 7/32 Wood Bit(f) 1 8120910 HEX 250 Bit Receiver(1/4")(g) 1 8098910 SL 250 Sleeve(h) 1 To find a distributor near you,call 800-848-5611 ACCESSORIES SAMMYS TOGGLE TM Application Installation Steps 1.Pre-drill a 5/8"hole with a regular drill or hole saw. 4N, 2.Insert SST screw into#14 black nut driver.With wing nut and washer on bolt,insert wing nut through surface,and begin J installation. 3.When bolt is secure and nut driver spins free,stop drill motor and remove. Pre-Cast Hollow Core 4.SST screw is now ready to receive 114",3/8",or Metric all Concrete thread rod or bolt stock. o. r D• e ty 'Size Part Number Model • 450 (Lath&Plaster)' 3/8" 8064925 SST 30 1/4 x 3" 404 (2 Layers 5/8 Rock) 25 125 #14 Black Nut Driver Part#8113910 PIPE Application ,r •Complies with NFPA 13 Code Changes. •Flashing for dry pendant sprinklers subject to 4-f�RTITE 51 AY �p TO extreme temperature changes. CODE s •One piece construction is easy to install. --- with a qui<har, •Pipe diameter markings ensure accurate fit. U ARM more efficient war HOLE to fl4sh your •EPDM temperature range of-65OF to+250°F. refri9crationifreaicy units. tresrtUlTEo FREEZER STRUCTURE t—Nn fif>fU�118 Part Number Description Pipe Outside Diameter Dektite Base Diameter Dektite Height Box Qty 4003910 1 1/4"-2" 4-3/4" 3" 10 4004910 2 1-3/4"-3-1/4" 6-1/4" 4" 10 . 1. - 1 11. 611 11. oil SAMMYX-PRESS POLE TOOL • Application Product Features Speed your labor by 25% Work from the ground up It �w No scaffolding,ladders,or lifts v Perfect for working in tight spaces,through ceiling grid, --— and high vaulted ceilings For use installing Works with any Sammy X-Press product t Sammy X-Press anchors from the ground up! View our installation videos! p YouTube r Part Number Model Description Box Qty 1 XPKIT* XPKIT Sammy X-Press Pole Tool Kit 1 3/4"electdcal conduit needed for pole tool assembly • ji• SAMMYS �. POLE TOOL TIM Installation , Product Speed your labor by 25% 1 2 3 Insert •Work from the ground up adjust! here No scaffolding,ladders,or lifts Perfect for working in tight spaces,through ceiling grid, Adjust the Pole Tool to length. Load rod and Sammys into The socket will spin free and high vaulted ceilings The adjusting pin must be 18" Pole Tool. when the screw is completely below the base or the pin may installed.Pull down to remove •Works with any Vertical SAMMYS:Wood,Steel,or interfere with the rod. the Pole Tool. Concrete • Part Number Description Box Qty Pole 6'-18' 1 W W O 0 W V V Q • APPROVALS Part Numberr . ..• Mount UL Max ULTest UIL Min Wood FM Max FM Test FM Min Wood _ 8007957 GST 10 3/8" Vertical CPVC 1-1/2" 300 1-1/2" 8020957 SWG 10 3/8" Horizontal CPVC 1-1/2" 300 1-1/2" 8008957 GST20 3/8" Vertical 2-1/2" 850 1-1/2" 4" 1475 1-1/2' 8068925 GST20-SS 3/8" Vertical 2-1/2" 850 1-1/2" 8010957 GST30 3/8" Vertical 4" 1500 1-1/2" 4" 1475 1-112' 8009925 GST25-380 3/8" Vertical 4" 1500 1-1/2" 8022925 SWG25-380 3/8" Horizontal 3-1/2"-4"* 1500 1-1/2" 8021957 SWG 20 3/8" Horizontal 2-1/2"-3"** 1050 1-1/2" 8073925 SWG 20-SS 3/8" Horizontal 2-1/2" 850 1-1/2" 8269957 SH-GST/CST 20 3/8" 45°Angle off Vertical 2-1/2" 850 1-1/2" 8269957 SH-GST/CST 20 3/8" 45"Angle off Vertical 4" 1500 1-1/2" 8139957 SH-GST 20 3/8" 17°Angle off Vertical 3" 1050 1-1/2" 4" 1475 1-1/2" SAMMYS FOR STEEL-PIPE HANGER Min Steel Thick Max Steel Thick 8038957 DSTR 1 3/8" Vertical 4" 1500 .035" 4" 1475 .105" 8037957 DSTR 1-1/2 3/8" Vertical 4" 1500 .035" 4" 1475 .105" 8039957 DSTR 516 3/8" Vertical 4" 1500 .037" 4" 1475 .105" 8045957 DST 516 3/8" Vertical 4" 1500 .188" 4" 1475 .188" 8046957 TEK 50 3/8" Vertical 4" 1500 .250" 4" 1475 .188" 8055957 SWDR 1 3/8" Horizontal 4" 1500 .037" 4" 1475 .060" 8056957 SWDR 516 3/8" Horizontal 4" 1500 .037" 4" 1475 .060" 8054957 SWDR 1-1/2 3/8" Horizontal 4" 1500 .037" 4" 1475 .060" 8137957 SH-DSTR 1 318" 17'Angle off Vertical 4" 1500 .035" 4" 1475 .105" 8268957 SH-TEK50 3/8" Vertical 2-1/2" 850 70*Angle off Vertical 4" 1500 8150922 XP 20 3/8" Vertical 2-1/2" 850 .027" 2" 940 .029" 4" 1475 .105" 8153922 XP 35 3/8" Vertical 4" 1500 .060" 2" 940 .029" 4" 1475 .125" 8294922 SXP 20 3/8" Vertical or up to 45° 2" 750 .027" 2" 635 .029" 8295922 SXP 35 3/8" Vertical or up to 89' 3-1/2" 1250 .060" 2" 635 .029" 8293957 SWXP 35 3/8" Horizontal 3-1/2" 1250 .060" SAMMYS FOR CONCRETE-PIPE HANGER 8059957 CST 20 3/8" Vertical 4" 1475 3000 8061957 SWC 20 3/8" Horizontal 4" 1475 3000 8150922 XP 20 3/8" Vertical 2-1/2" 850 Pre-Pour Structural @ 3000psi 8150922 XP 20 3/8" Vertical 2-1/2" 850 Post-Pour Range II LWC<_35 PCF(lbs/fC) Part Model .. Mount UL Load UL Min Steel SAMMYS Number Size Direction Rating(Ibs) Thickness 8150922 XP 20 3/8" Vertical 185 .027" 250 .035" 8153922 XP 35 318" Vertical 185 .027" 250 .035" 8181922 XP 200 1/4" Vertical 185 .027" 250 .035" 8294922 SXP 20 3/8' Vertical 170 .027" 45' 80 .027" 8295922 SXP 35 3/8' Vertical 250 .060" 90* 80 .060" 8293957 SWXP 35 3/8" Horizontal 80 .060" Part Model Rod Mount UL Load UL Min.Steel Listed Application Number Size Direction Rating(Ibs) Thickness SAMMYS FOR CONDUIT, 8150922 XP 20 3/8" Vertical 283 .027" Max 4 trade size EMT,RMC,and IMC&5 trade size rigid PVC conduit 8153922 XP 35 3/8" Vertical 500 .060" Max 4 trade size EMT&6 trade sze RMC,IMC,and rigid PVC conduit 8294922 SXP 20 3/8" Vertical 283 .027" Max 4 trade size EMT,RMC,and IMC&5 trade size rigid PVC conduit 8295922 SXP 35 3/8" Vertical 500 .060" Max 4 trade size EMT&6 trade sze RMC,IMC,and rigid PVC conduit 8293957 SWXP 35 3/8" Horizontal 500 .060" Max 4 trade size EMT&6 trade sze RMC,IMC,and rigid PVC conduit 8149957 CZ2000 1/4"or 3/8" Onto Vertical Rod UL Listed 4S16-Cable Hanger,Cat.No.C-Z2000 Plenum Rated, Complies w/NEC Standards GaugesSheet Steel Gauge No. 22 ga. 20 ga. 18 ga. 16 ga. 14 ga. 12 ga. 1/8" 3/16" 1/4" Nominal Decimal Equivalent .030" .036" .048" .060" .075" .105" .125" .188" .250" *SWG 25-380 Maximum pipe size in composite wood joist allowed by UL is 3-112" UL compliance with NEC Standards. *SWG 25-380 Maximum pipe size in wood timber orjoist allowed by UL is 4" UL and FM tests were performed in compliance with NFPA 13 Standards. **SWG 20 Maximum pipe size in composite wood joist allowed by UL is 2-112" Fastening requirement:5 times weight of water-filled schedule 40 pipe plus 250 pounds. **SWG 20 Maximum pipe size in wood timber or'oisl allowed to UL is 3" SPECIAL NOTES • Engineering Note • In 1996,the anchors listed by UL were tested in plate steel that measured.188"and.118".Subsequent testing was done for z-purlin applications in May 1997 using(.037")or 20 gauge steel.Most recently in 2008,testing with the new Sammy X-Press®was completed using(.030")or 22 gauge steel metal deck. Sammys®Nut Drivers Special nut drivers were designed to be used with Sammys.When the appropriate nut drivers are used for installation,the driver spins freely on the screw after installation is complete and eliminates the expected wrist snap,reduces over-torque,and prevents screw failure. Steel Screws Due to variations in hardness of certain metals,it should be noted that our self-drilling screws for steel will experience different drill speeds.500-1500 RPM drill speed should be used. Metric Products Metric versions of the Sammy anchors are available at www.itwbuildex.com Sammys for Seismic Please visit www.itwbuildex.com for our current Seismic product offerring. Vibratory Environments For attaching or anchoring in high vibratory environments,special care should be taken not just for building attachments but also for the hangers or assemblies being supported. Consult local code authorities for accepted anchoring devices. Composite Joist/Truss Truss manufacturers vary installation recommendations for composite joist.UL testing was completed to validate that Sammys and Sidewinders SWG 20 and SWG 25-380 can be installed into the top cord of a truss.Sammy GST 20 can be installed into the center of the lower cord of a composite joist.Penetration of the upright center web is permitted by some joist manufacturers.Consult truss manufacturer for recommended installation point. Pre-drilling may be required by joist manufacturers.If so,pre-drill pilot hole 1/8"smaller than root diameter of fastener. Consult the table below: Model Root Diameter Hole Size GST 20 .182" 1/8" GST 25-380 .280" 7132" SWG 20 .182" 1/8" SWG 25-380 .280" 7/32" To increase efficiency of the installation process,sleeve tools,bit receivers,and wood bits are available for pre-drilling. NFPA/NEC Standards All UL and FM testing complies with NFPA 13 and NEC standards.Check with your local(AHJ)Authority Having Jurisdiction to confirm application and usage. UL Listings/FM Approvals UL and FM reports are available at www.itwbuildex.com �uLD 5 O • 111B RAKER ALSO LISTED AS CONDUIT AN O CABLE HARD WARE ALSO USMB AS ANCHOR FOR LUMINAIRE B., Technical Drawings Technical drawings are available and can be downloaded at www.itwbuildex.com in the following formats:.dwg,.dxf,and.igs. Assembled in the U.S.A. Products Contact Information As—bledUSA Technical Assistance:(800)848-5611 Option#6(x 3259) Customer Service:(800)848-5611 Option#1 • J Q Q. Q. Q 15 To find a distributor near you,call 800-848-5611 115 Standard Duty - i 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. • 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) �- -RS C 8 A OD �F Material:Steel FM Finish: Pregalvanized C UL US wv►•oveo Outer Diameter Rod Size Static Load Part Number Pipe Size OD RS A f3 C F Certifications 1150050EG 1/2" 0.840" 3/8" 213/16" 11/8" 1" 3001b cULus 1150075EG 3/4" 1.050" 3/8" 3" 1 3/16" 15/16" 300 1b cULus,FM 1150100EG 1" 1.315" 3/8" 3 1/4" 1 3/8" 15/16'* 3001b cULus,FM 1150125EG 1 1/4" 1.660" 3/8" 3 9/16" 1 1/2" 15/16" 300 1b cULus,FM 1150150EG 1 1/2" 1.900" 3/8" 3 13/16" 1 5/8" 15/16" 300 lb cULus,FM 1150200EG 2" 2.375" 3/8" 4 1/4" 1 7/8" 15/16" 300 lb cULus,FM 1150250EG 2 1/2" 2.875" 3/8" 5 15/16" 3 7/16" 2" 5251b cULus,FM 115030DEG 3" 3.500" 3/8" 6 9/16" 3 1/2" 1 15/16" 525 lb cULus,FM 1150350EG 3 1/2" 4.000" 3/8" 7 1/16" 3 3/4" 1 15/16" 585 lb cULus,FM 1150400EG 4" 4.500" 3/8" 7 9/16" 4" 1 15/16" 650 lb cULus,FM 1150500EG 5" 5.563" 1/2" 9 13/16" 4 3/4" 2 1/4" 1,000[b cULus,FM 1150600EG 6" 6.625" 1/2" 11 5/16" 6 5/16" 3 5/16" 1,000 lb cULus.FM 1150800EG 8" 8.625" 1/2" 12 7/8" 6 7/8" 2 7/8" 1,000 lb cULus,FM nJent CADDY FM is a registered certification mark of FM Approvals LLC,LTD.NFPA is a registered trademark of National Fire Protection Association,Inc.UL,UR,cUL,cUR,cULus and cURus are registered certification marks of UL LLC. 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.erico.com and from your nVent customer service representative.Improper installation,misuse,misapplication or other failure to completely follow nVent'a instructions and warnings may cause product malfunction,property damage,serious bodily injury and death and/or void your warranty. ®2019 nVent All rights reserved nVent,nVent CADDY,nVent ERICO,nVent ERIFLEX and nVent LENTON are owned by nVent or its global affiliates. All other trademarks are the property of their respective owners.nVent reserves the right to change specifications without prior notice. v, mkiri CADDY FCO/�® SEISMIC RESTRAINTS ! Fig. AF310 (Formerly Afcon Fig. 310) Surge Restrainer Size Range:I"thru 2"Figure 69,Swivel Ring Hanger Material:Carbon steel Finish:Pre-Galvanized per ASTM A653 Restrainer Service:Prevents vertical movement of horizontal sprinkler piping from thrust loads due to sprinkler activation.The surge restrainer is intended to be installed with Anvils Figure 69 Swivel Ring Hanger. Restraint Service:May be installed as part of a branch line seismic restraint assembly per the requirements of NFPA 13.The surge restrainer is intended to be installed with Anvil's Figure 69 Swivel Ring Hanger. Approvals:cULus Listed(UL 203 and UL 203a).Complies with the hanging and restraint requirements listed in NFPA 13. Features: • One universal size accommodates Fig.69 sizes 1"through 2". • Simple design allows for quick installation on existing sprinkler systems. d' Installation Instructions: - c • Snap surge restrainer onto the Fig.69 knurl nut. &sLISTED• The gap between the surge restrainer and service pipe shall not exceed'/8' • Fire Protection applications shall also be installed per the requirements of NFPA 13. Ordering:Specify figure number and description. _ 3/8 Rod = Fig. AF310 Fig. 69 Knurl Nut Fig. 69 Branch Pipe Surge Restraint Seismic Restraint Assembly Assembly Notes:Anvil International®brand bracing components are designed to be compatible ONLY with other Anvil International®brand bracing components, FIG.AF310: resulting in a Listed seismic bracing assembly.Updated UL listing information • may be viewed at www.ul.com LOADS(LBS) • DIMENSIONS (IN) •WEIGHT(LBS) Disclaimer:Anvil International("Anvil")does not provide any warranties and specifically disclaims any liability whatsoever with respect to Anvil bracing Service Rod UL Max Seismic Restraint Load Approx. products and components that are used in combination with products,parts Pipe Size Size (UL 203a) Weight/100 or systems not manufactured or sold by Anvil.In no event shall Anvil be liable for any incidental,direct,consequential,special or indirect damages or lost 1 thru 2 3/a 300 4 profits where non-Anvil bracing components have been,or are used. PROJECT1 1APPROVAL Project: []Approved Address: [:]Approved as noted Contractor: ❑Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: PH-1.18 4 '000009/ o P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 035 SWAY BRACE FITTING MODEL K 1 min. t 1 thru 4 inch pipe 5 thru 12 inch pipe SIZE-SYSTEM PIPE: Nominal �t w Max.Horizontal Load Steel 1"thru 12" * Steel Specially listed-see chart. sNPs $en 30°-44° as°-ss° 60°-89° so° CPVC 1"thru 3". 1.1 1040 1383 1956 2394 2765 Brace common O.D.-Copper,Plastic,FRP, Ductile and Cast Iron " 7-40 1383 1956 2394 2765 SIZE-BRACE PIPE: 1"thru 2" Sch.40 - 1383 1956 2394 2765 Min. 1 1/4" required for 12" system pipe 1383 1956 2394 2765 9 Y p p 10" 10-40 1383 1956 2394 2765 MATERIAL-Carbon steel and ductile iron. 12" 10-ao 1870 2645 3238 1 3140 FINISH-Plain or E.G. PATENTS- No.7,516,922 No.7,523,895 0 Max.ASD Horizontal Load LISTING/APPROVAL- System Sch. 30°44° 45°-59° 60°-74° 75°-90° NPs 14L ,203A EX 2625 1"-1 1/2" 10,40 1680 2380 2920 3250 Bsreo 2"-3" 10,40 1800 2350 3120 3490 FM FM Approved-1950 5",6",8" 10,40 730 1040 1270 1420 OSHPD See Website. FUNCTION-Lateral fitting of an AFCON sway brace assembly. *SPECIALLY LISTED PIPE INSTALLATION- Per these instructions AS TPipes PVT LTD Al Jaze"a Steel Products Co.SAOG including NFPA 13 or FM 2-8 and CPVC manufacturers instructions. Allied Tube&Conduit Corp. Bihar Tubes LTD. Load rating—see chart. Bluesteel Services L LC ASSEMBLY-See drawing. B°mBull oseTub Con As Combine with proper AFCON components-see disclaimer below. CHai chiMetal awide LTD Insert brace pipe through bores to achieve minimum 1" extension. Hickman Pipe&Tube Corp. pipe D Jiedong Economy Development Testing Zone Tighten 035 set screws until heads bottom out. Jindal Industries LTD g Jotindra Steel&Tubes LTD FEATURES Murat Canada Inc. MS Pipe Co.LTD * Patented-designed for system pipe of varying material. Northwest Pipe Co. * Pacific Pipe Public Co.LTD Improved assembly—extra large bore for brace pipe. Saba Thai Steel Pipe Public Co.LTD ty LTD * Visual inspection,verifies proper installation. Shield Fire Safety sLTD ORDERING-Part#,size-system pipe,size-brace pipe and finish. S Tex-TubeCoTD Universal Tube&Plastic Industries LTD Weifang East Pipe Industry Technical Co.LTD Welded Tube-Berkeley LLC Wheatland Tube Co.Wh Div. Yieh Phui Enterprise Co.LTD Youngstown Tube Co. Zenith Birla(India)LTD Special Note:Thin wall sprinkler pipe has a propensity for damage to its circumference resulting in egging. When egging exists-shift mounting location. *commoHLY KNOWN As scH.7 Specific AFCON products are exclusively designed to be compatible ONLY with other AFCON products including parts and fasteners,resulting in a listed sway brace,restrainer or hanger assembly. Be advised the following warranty restriction will apply.DISCLAIMER-AFCON will NOT warrant against the failure of its products when used in combination with other products,parts or systems not manufactured or sold by AFCON AFCON shall NOT be liable under any circumstances whatsoever for any direct or indirect,incidental or consequential damages of any kind,including but not limited to loss of business or profit,when non-AFCON products have been,or are used. v 6/14 AFCONO Seismic Braces Engineered Solutions Universal Swivel Attachment Fig.AF700 Material Specifications Size Range Brace Member:See Table Anchors:1h"-1/4"(M12—M18) Material Ductile Iron with Carbon Steel Hardware Finish ❑ Plain o, ❑ ELectro-Galvanized perASTM B633 r Service A seismic swivel attachment designed to connect a brace member to the building structure or to a seismic structural attachment.The AF700 rigidly € r braces piping systems subjected to horizontal and vertical seismic Loads. Approvals cLJLus Listed(ANSI/UL 203a)),FM Approved(FM c uL us Fm 1950-13),&FM Tested(FM 1950-16).FM Tested LISTED APPROVED (ANSI/FM 1950-16).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 OEliminates brace member eccentricity by T—Ac concentrically Loading T'and 11/4"brace pipes + Ordering Specify figure number,fastener size,finish and D description. AX Y Disclaimer: L 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 FIG.AF700 Dimensions and Weight for any incidental,direct,consequential,special or indirect A B C D L X Y Weight damages or Lost profits where non-ASC bracing components have been,or are used. In./mm In./mm In./mm In./mm In./mm In./mm In./mm Ibs/kgs Seis Brace'Seismic Fire Protection Design Tool maybe 1.40 1.983 1.400 1.280 6.40 2.80 1.91 2.25 accessed at www.seisbrace.com 35.56 50.37 35.56 32.51 162.6 71.1 48.5 1.02 Notes: ASC Engineered SolutionsTI brand bracing components are designed to be compatible ONLY with other ���0� ASC Engineered Solutions brand bracing components,resulting in a Listed seismic bracing assembly. Updated UL Listing information may be viewed at www.ut.com and updated FM approval information may be viewed at www.approvaLguide.com. — 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: SS-05.21 page 1 SS-SUB-AF700-vO2 20220408 AFCONO Seismic Braces Engineered Solutions Universal Swivel Attachment Fig.AF700 FIG.AF700 cULus Listing per ANSIML 203a(ASD) Brace Member Fastener Size Horizontal Load Rating at Brace Angle VA4 30"-44" 45°-59° 60°-90' Listed 1 2" 'h"-W 942lbf 1333Ibf 1632Ibf 1885lbf Sch 40 Pipe(DN25-DN50) (M12-M18) (4.19 kN) (5.93 kN) (7.26 kN) (8.38 kN) 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. NFPA 13 Orientations A,B,or C FIG.AF700 FM Approved(Listing)per FM 1950-13(ASD) Brace Member Fastener Size Horizontal Load Rating at Brace Angle 30°-44° 45°-59° 60°-74' 74'-90° 1`2" Y2"-3/4' 1780lbf 2510IV 3080lbf 3440lbf O Sch 40 Pipe (M12-M18) (7.92 kN) (11.17 kN) (13.70 kN) (15.30 kN) (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 oft.5in accordance with NFPA13-2016 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. 6)To convert to LRFD Load Ratings,ASD Load Ratings may be multiplied by a factor of 1.5. NFPA13 Orientations D,E,or F FIG.AF700 FM Listed,Approved&Tested Brace Members Brace Member Brace Size Standard(or Equivalent) UL FM Sch.40 NPS Pipe 1",11ra",1 Y2",2" ASTM A53,Al06,A135,or A795 ✓ ✓ O DN25 KS S 3562 Sch.40 Metric Pipe ✓ ✓ DN32 EN10255H ✓ DN40 GB/T 3091 ✓ Metric Pipe DN50 JIS G3454 ✓ FIG AF700 Horizontal Prying Factors(Pr)Per NFPA 13: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° NFPA 13 Orientations G, H,or I AF700 2.55 1.09 0.91 1.41 1.45 2.00 1.83 1.29 1.06 AF700 w/Metal Deck' 2.55 1.09 1.14 - - - - - - AF700 w/Metal Deck 2.75 1.11 1.14 - - - - - - 1) Prying factors reflect the basepLate`B"dimension overhanging the edge of the metal deck.Used for DeWaLt [moo anchor Loads. 2) Prying factors reflect the baseplate"A"or"B"dimension overhanging the edge of the metal deck.Used for asc-es.com NFPA&HiLti anchor Loads. .I 3) Prying Factors calculated in accordance with NFPA13-2019 Section A.18.5.12.2. BUILding connections that lat Last' SS-05.21 page 2 SS-SUB-AF700-v0220220408 AFCONO Seismic Braces MC. P / Engineered Solutions Universal Swivel Attachment Fig.AF700 Method 1 - Connection to Brace Member First I 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 range specified. Notes:The cross bolt should be hand tight.Forvisual inspection,at least one thread should be exposed. Method 2 - Connection to Structure First Connect the AF700 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.Forvisual inspection,at least one thread should be exposed.. Structural Attachments,Anchors,&Fasteners Listed,Approved,&Tested with the AF700 Structural Attachment Structure AF085 Steel Joist(Top Chord) AF086 Horizontal Steel Flange(I-Beam Bottom Flange) AF772 Horizontal Steel Flange(I-Beam Bottom Flange) 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 [moo Anchors&Fasteners Cracked Concrete Filled Metal Deck Per NFPA 13 Steel asc-es.com Wood Saw Lumber or Glue-Laminated Timbers Building connections that last" SS-05.21 page 3 SS-SUB-AF700-4220220408 ODTOLCO" www.tolco.com 00 Fig. 24 - Hanger for CPVC Plastic Pipe Double Fastener Strap Type - Side Mount C US LISTED Size Range — 3/4" thru 2" CPVC pipe C Material — Pre-Galvanized Steel Function — Intended to perform as a hanger/restrainer to support ; CPVC piping used in automatic fire sprinkler systems. Can be installed i on the top or on the bottom of a beam. The Fig. 24 can also function ! as a restrainer to prevent the upward movement of the sprinkler head t during activation. Approvals — Underwriters' Laboratories Listed in the USA(UL) and i Canada (cUL) to support fire sprinkler piping. May be installed in wood using fasteners supplied with product, or into minimum 20 gauge steel using (2) -L 1/4" x 1" tek type screws. Meets and exceeds the requirements of NFPA 13, 13R and 13D. Features — Fig. 24 incorporates features which protect the pipe and ease installation. The flared edge design protects the CPVC pipe from any rough surface. Easily attaches to the building structure using the two CC UL Listed hex head self threading screws*furnished with the product. It B is recommended that rechargeable electric drills fitted with a hex socket attachment be used as installation tools. No impact tools (such as a ham- mer) are allowed. Damage has been known to result from installations using B A impact type tools. No pre-drilling of a pilot hole in wood is required. Finish — Pre-Galvanized Order By — Figure number and pipe size * Hardened hex head self threading screw is furnished with the product and is the minimum fastener size acceptable. Dimensions •Weights CPVC Max. Hanger Fastener Hex Approx. Pipe Size A B C Spacing (Ft.) Head Size Wt./100 3/4 25/16 15/32 13/16 51/2 5/16 9 1 25/8 15/16 13/16 6 5/16 9 11/4 3 11/2 13/16 61/2 5/16 11 11/2 31/4 15/8 13/16 7 5/16 12 2 31 1/16 127/32 13/16 8 5/16 15 OFFICE/MANUFACTURING FACILITY•1375 SAMPSON AVE.•CORONA,CA 92879•PH: 951.737.5599•FAX: 951.737.0330 m CUSTOMER SERVICE•800.786.5266 www,tolco.com Pipe Clamps Fig.28M - Offset Hanger& Restrainer for CPVC Plastic Pipe and IPS Steel Pipe @TOLCO Size Range: 3/4" (20mm)thru 2" (32mm) C&Is Material: Steel, Pre-Galvanized LISTED Function: Designed to be used as a hanger and restrainer for CPVC piping or steel piping where the "stand-off" design will ease installation by eliminating the need for wood blocking. Features: • Flared edge design protects CPVC pipe from any rough or abrasive surfaces I • Unique snap-on design holds pipe firmly in place and allows retrofit type of installation •The "Stand-Off" design eliminates the need for wood block extension •Can be installed on horizontal or vertical piping regardless of mounting surface orientation A •Attaches easily to wood structure with two hex head self-threading screws furnished with product • Installs easily using rechargeable electrical driver with 5/16" (7.9mm)extension socket eliminating impact tool damage to pipe t- •Attaches easily to steel, minimum 18 gauge (1.024mm)with (2) 1/4" x 1" tek type self drilling tapping screws c •cULus Listed as a hanger and a restrainer for fire sprinkler piping _ Installation Note: When installed in wood structural members and threads from the s #10 x 1"screws are exposed, use Fig. 27B speed nut to secure Approvals: Underwriters Laboratory Listed in the USA(UL)and Canada (cUL) to support automatic fire sprinkler systems. May be installed into wood using fasteners screws. Meets and exceeds the requirements of NFPA 13, 13R and 13D. Fig. 28M satisfies the UL vertical restraint requirements where needed. Order By: Figure number and pipe size Fig.27B (2)Required Patent#7,744,042 **With reduced spacing, consult factory. � r ------- rQ--------------------7 -------- - e i r - --------� a �--- ;I a - -------------------� �y Hanger and Restraint Application a ° I 1 �� Restraint Fig.276 I (1)Required 0 r- I High Side of Hanger a Restraint 11 Detail A Hanger Application Pipe Size A Hole Dia.B C Max Spacing* Approx.Wt./100 Part No. in. (mm) in. (MM) in. (Min) in. (mm) in. (mm) Ibs. (kg) 28M-3/4 3/a' (20) 2" (50.8) 3/16" (4.8) 35/w" (84.1) 5'-6" (1676) 9 (4.1) 28M-1 1" (25) 21/8" (54.0) 3/16" (4.8) 31/2" (88.9) 6-0" (1829) 12 (5.4) 28M-11/4 11/4" (32) 25/16" (58.7) 3/16" (4.8) 31/2" (88.9) 6'6" (1981) 13 (5.9) 28M-11/2 11/2" (49) 27/16" (61.9) 3/16" (4.8) 37/8" (98.4) T-0" (2133) 14 (6.3) 28M-2 2" (50) 25/8" (66.7) 3/16" (4.8) 47/16"(112.7) 8%0" (2438) 15 (6.8) * Required per NFPA 13 for CPVC plastic pipe All dimensions in charts and on drawings are in inches.Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line re Protection Solutions 41 by E=T•N / • © Seismic Braces V `11111�:p Engineered Solutions Longitudinal & Lateral Seismic Clamp Fig.AF730 Material Specifications Size Range Service Pipe Size:T'-12,DN25-DN100 - Material Carbon Steel Clamp and Hardware.Ductile Iron Brace Member Attachment Fitting. r Finish s ❑ Plain ❑ Clamp:Hot Dipped Galvanized per ASTM A153 cL 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 O O member.The AF730 rigidly braces piping systems 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 offset 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 3"(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"(DN100) 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 Seis 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 Solutions*"^brand bracing components are designed to be compatible ONLY with other AFCON� 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. 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: SS-07.20 page 1 SS-SUB-AF730-v04 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:T'-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 y - horizontal and vertical seismic loads. Approvals :;00 cULus Listed(ANSI/UL 203a),FM Approved(FM 40. 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 FM 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) 1"(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: ❑Approved Address: ❑Approved as noted Contractor: ❑Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: SS-06.21 page 1 SS-SUB-AF001-v03 20220303 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 Yn"(DN32) 0 Sch.10 11h"(DN40) Sch.40 Metric Pipe 2"(DN50) 340lbf 480lbf 588lbf 680lbf Lateral Application (1.51 kN) (2.14 kN) (2.62 kN) (3.02 kN) 21/2„ 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) 11/,"(DN32) Sch.10 O 11h"(DN40) Sch.40 Metric Pipe 2"(DN50) 500lbf 707 Ibf 865 Ibf 1000 Ibf (2.22 kN) (3.15 kN) (3.85 kN) (4.45 kN) 21r2" 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 20220303 / • © 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) 1'4"(DN32) (DN40) 0 LWZ 2501bf 3601bf 4401bf SOOIbf 2"(DN50) (1.11 kN) (1.60 kN) (1.96 kN) (2.22 kN) Lateral Application 216„ 3"(DN80) 4"(DN100) LW2 410lbf 590 Ibf 720 Ibf 800 Ibf (1.82 kN) (2.62 kN) (3.2 kN) (2.56 kN) 1"(DN25) 1 Ya'(DN32) Sch.10 0 Sch.40 2"Min. 11h"(DN40) Metric Pipe 1\ 2"(DN50) 5001bf 81011bf 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 1070IV 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-v0320220303 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 DIN 80 ✓ DN100 EN 10255M EN 10255H 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 20220303 FireLock EZ° Rigid Coupling C&f FM yds ilu4 SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS STYLE 009H The FireLock EZ Style 009H coupling is a rigid, installation-ready coupling for fire protection pipe joining.The coupling's unique design eliminates loose parts, insures consistent installation and provides substantial gains in productivity. IMPORTANT FireLock EZ Style 009H couplings are recommended for use ONLY on fire protection systems. PATENTED LISTINGS/APPROVALS * The information provided below is based on the latest listing and approval data at the time of publication. Listings/Approvals are subject to change and/or additions by the approvals agencies.Contact Victaulic for performance on other pipe and the latest listings and approvals. Standard Pipe Nominal Size 11/a 175 365 365 365 365 32 1206 2517 2517 2517 2517 11h 175 365 365 365 365 40 1206 2517 2517 2517 2517 2 175 365 365 365 365 50 1206 2517 2517 2517 2517 21h N/A 365 365 365 365 65 2517 2517 2517 2517 76.1mm N/A N/A 365** 365 365 2517** 2517 2517 3 N/A 365 365 365 365 80 2517 2517 2517 2517 4 365 365 365 365 100 N/A 2517 2517 2517 2517 165.1mm N/A N/A 290** 232 300 1999** 1600 2068 6# N/A 290 365 232 365 150# 1999 2517 1600 2517 rt Listed/Approved for wet and dry pipe systems(>—40°F/-400C). Please refer to the Victaulic Installation Manual(1-009H_009_009V.pdf)for details concerning when supplemental lubrication is required. *` EN-10219(L)for 76.1mm size;EN-10255(M)for 165.1mm size # Regional availability only Speciality Pipe Pipe Size psi/ a Pipe Size psi/ Pipe Size /kPa BLT 1 Ya—2 300 300 EZT 1/a—2 300 300 MT 1'/a—2 300 300 2068 2068 2068 2068 2068 2068 DF 1 Ya—4 300 300 FF 1 Ya—4 300 300 MLT 1 Ya—2 N/A 300 2068 2068 2068 2068 2068 DT 1 Ya—2 300 300 FLF 1 Ya—4 N/A 300 ST 1'/a—2 N/A 300 2068 2068 2068 2068 EF 1 Ya—4 175 175 FLT 1 Ya—2 N/A 300 STF 1'/a—4 N/A 300 1206 1206 2068 2068 EL 1 Ya—2 300 300 FLTL 1 Ya—2 N/A 300 TF 2Ya—4 N/A 300 2068 2068 1 2068 1 1 2068 ET40 1'/a—2 300 300 GL 1 Ya—2 300 300 WLS 1'/a—2 300 300 2068 2068 2068 2068 2068 2068 EZF 3-4 300 300 MF 1'/a-4 300 300 WST 1'/a-2 N/A 175 2068 2068 2068 2068 1206 XL 1'/a—2 300 300 2068 2068 JOB/OWNER CONTRACTOR ENGINEER System No. Submitted By Spec Sect Para Location Date Approved Date www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.©2011 VICTAULIC COMPANY.ALL RIGHTS RESERVED. IC_tau I1C REV_F 10.61_1 IPS CARBON STEEL PIPE-FIRE PROTECTION PRODUCTS 10.61 FireLook EZ° Rigid Coupling STYLE 009H STYLE 009H DIMENSIONS No.-Size Dimensions-Inches/mm L�a e m b I ed ss St R1.660365 condition) Joint Assembled M Inches X 1 Ya 790 0.10 1 2 -3/8 x 2 1 2.95 1 4.77 2.70 1 4.63 1.93 1.4 32 42.4 2517 1 3514 2.54 -M10 x 2 75 121 69 1 118 49 1 0.7 1'/2 1.900 365 1035 0.10 2 -3/8 x 2 3.19 4.97 2.94 4.79 1.93 1.5 40 48.3 2517 4604 2.54 -M10 x 2 81 126 75 122 49 0.7 STYLE 009H PRE-ASSEMBLED 2 2.375 365 1616 0.12 2 -3/8x2 3.79 5.53 3.45 5.42 1.93 1.9 (PUSH ON CONDITION) 50 60.3 2517 7193 3.05 -M10 x 2 96 140 88 138 49 0.9 2'/2 2.875 365 2370 0.12 2 -3/8 x 2'/2 4.29 6.09 3.92 5.85 1.93 2.1 Y E L 65 73.0 2517 10542 3.05 M10 x 2'/2 109 155 100 149 49 1.0 76.1 mm 3.000 365 2580 0.12 2 -1/8 x 2 1/24.40 6.31 4.05 5.90 1.93 2.1 76.1 2517 11476 3.05 M10 x 2'/2 112 160 103 150 49 1.0 X 3 3.500 365 3512 0.12 2 -3/8 x 2'/2 4.91 6.70 4.55 6.46 1.93 2.3 80 88.9 2517 15622 3.05 M10 x 2'/2 125 170 116 164 49 1.0 _ 4 4.560 365 5805 0.17 2 -3/8 x 2 1/2 5.95 7.82 5.54 7.47 2.14 2.9 100 114.3 2517 25822 4.32 M10 x 2'h 151 199 141 190 55 1.3 STYLE 009H JOINT ASSEMBLED 165.1 mm 6.500 290 9623 0.17 2 -1A x 3 Ya 7.84 10.93 7.55 10.85 2.11 5.69 165.1 1999 42805 4.32 M16 x 3 Ya 199 278 192 276 54 2.6 6 6.625 290 9997 0.17 1 2 -1A x 3 1/47.96 11.08 7.67 11.99 2.11 5.92 150 168.3 1999 44469 4.32 -M16 x 3 Ya 1 202 281 195 305 54 2.69 Working Pressure and End Load are total,from all internal and external loads,based on standard weight (ANSI)steel pipe,standard roll or cut grooved in accordance with Victaulic specifications.See page 1 of this document for Listed/Approved ratings on other pipe. WARNING:FOR ONE TIME FIELD TEST ONLY,the Maximum Joint Working Pressure may be increased to 11/2 times the figures shown in the chart on page 1,specific to pipe schedule and size. t The allowable pipe separation dimension shown is for system layout purposes only.Fire Lock EZ couplings are considered rigid connections and will not accommodate expansion or contraction of the piping system. @ Number of bolts required equals number of housing segments. MATERIAL SPECIFICATIONS Housing: Ductile iron conforming to ASTM A-536,grade 65-45-12. Ductile iron conforming to ASTM A-395,grade 65-45-15, is available upon special request. Housing Coating: • Orange enamel(North America,Asia Pacific) • Red enamel(Europe) Optional Coatings: • Hot dipped galvanized Gasket: • Grade"E" EPDM (Type A) Fire Lock EZ products have been Listed by Underwriters Laboratories Inc., Underwriters Laboratories of Canada Limited,and Approved by Factory Mutual Research for wet and dry(oil free air)sprinkler services within the rated working pressure. Bolts/Nuts: Heat-treated plated carbon steel,trackhead meeting the physical and chemical requirements of ASTM A-449 and physical requirements of ASTM A-183. www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.©2011 VICTAULIC COMPANY.ALL RIGHTS RESERVED. ICt.9UI1C® 10.61_2 REV_F FFireLock EZ° Rigid Coupling STYLE 009H GENERAL NOTES NOTE:When assembling FireLock EZ couplings onto end caps,take additional care to make certain the end cap is fully seated against the gasket end stop. For FireLock EZ Style 009H couplings, use FireLock No.006 end caps containing the"EZ" marking on the inside face or No.60 end caps con- taining the"QV EZ" marking on the inside face. Non-Victaulic end cap products shall not be used with Style 009H couplings. IMPORTANT:Gaskets intended for the Style 009 or Style 009V couplings cannot be used with the Style 009H coupling.There is no interchanging of gaskets or housings between coupling styles. USE OF FLUSHSEAL GASKETS FireLock EZ couplings are supplied with FireLock EZ Grade "E"Type A gaskets.These gaskets FOR DRY PIPE SYSTEMS include an integral pipe stop,that once installed provides the same benefits as a FlushSeal gasket for dry pipe systems. It should be noted that standard FlushSeal gaskets are not compatible and cannot be used with the FireLock EZ couplings. INSTALLATION Reference should always be made to the 1-100 Victaulic Field Installation Handbook for the product you are installing. Handbooks are included with each shipment of Victaulic products for complete installation and assembly data,and are available in PDF format on our website at www.victaulic.com. WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. NOTE This product shall be manufactured by Victaulic or to Victaulic specifications.All products to be installed in accordance with current Victaulic installation/assembly instructions.Victaulic reserves the right to change product specifications,designs and standard equipment without notice and without incurring obligations. For complete contact information,visit www.victaulic.com 10.61 5731 REV F UPDATED 10/2011 �CtaLlIiC VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.0 2011 VICTAULIC COMPANY.ALL RIGHTS RESERVED. 10.61 FireLock° Fittings <&> @ LPCB See Victaulic publication 10.01 for details FireLock®products comprise a unique system specifically designed for fire protection services. FireLock full-flow elbows and tees feature CAD-developed, hydrodynamic design,affording a shorter center-to-end dimension than standard fittings.A noticeable bulge allows the water to make a smoother turn to maintain similar flow characteristics as standard full flow fittings. FireLock fittings are designed for use exclusively with Victaulic IPS-sized couplings that have been Listed or Approved for Fire Protection Services. Use of other couplings or flange adapters may result in bolt pad interference. Victaulic FireLock fittings pressure ratings conform to the ratings of Victaulic FireLock Style 005 couplings. MATERIAL SPECIFICATIONS Fitting: Ductile iron conforming to ASTM A-536,grade 65-45-12. Fitting Coating: • Orange enamel. • Red Enamel in EMEA-l. • Optional: Hot dipped galvanized. JOB/OWNER CONTRACTOR ENGINEER System No. Submitted By Spec Sect Para Location Date Approved Date www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.©2010 VICTAULIC COMPANY.ALL RIGHTS RESERVED. IC._tau IiC REV_I 10.03_1 IPS CARBON STEEL PIPE-FIRE PROTECTION PRODUCTS 10.03 FireLock° Fittings DIMENSIONS �-CtoE� toE� I u CtoE WC - o o , •� TEto E oo tE �<e NO.001 NO.003 NO.002 NO.006 Size ,. 'Elbow 45'Elbow Straight Tee Cap Size Outside Diameter C to E Weight Each C to E Weight Each C to E Weight Each Thickness"T" Weight Each Inches Inches Inches Lbs. Inches Lbs. Inches Lbs. Inches Lbs 1 Y4 1.660 0.8 0.3 32 42.4 21 1 0.1 1'/2 1.900 - - - - - 0.82 0.4 40 48.3 21 0.2 2 2.375 2.75 1.7 2.00 1.8 2.75 2.4 0.88 0.6 50 60.3 70 0.8 51 0.8 70 1.1 22 0.3 21/2 2.875 3.00 3.1 2.25 2.2 3.00 3.6 0.88 1.0 65 73.0 76 1.4 57 1.0 76 1.6 22 0.5 76.1 mm 3.000 3.00 3.30 2.25 2.4 - - - - 76.1 76 1.5 57 1.1 3 3.500 3.38 4.0 2.50 3.1 3.38 5.3 0.88 L2 80 88.9 86 1.8 64 1.4 86 2.4 22 0.5 108mm 4.250 4.00 5.7 3.00 5.1 4.00 7.5 108.0 102 2.6 76 2.3 102 3.4 4 4.500 4.00 6.7 3.00 5.6 4.00 8.7 1.00 2.4 100 114.3 102 3.0 76 2.5 102 3.9 25 1.1 5 5.563 4.88 12.6 3.25 8.3 4.88 15.7 1.00 4.1 125 141.3 124 5.7 83 3.8 124 7.1 25 1.9 159mm 6.250 5.50 12.6 3.50 9.2 5.50 17.9 158.8 140 5.7 89 4.2 140 8.0 6 6.625 5.50 18.3 3.50 11.7 5.50 22.7 1.00 5.9 150 168.3 140 8.3 89 5.3 140 10.3 25 2.7 8 8.625 6.81 25.5 4.25 20.4 6.94 38.7 1.13 12.7 200 219.1 173 11.6 1 108 9.3 176 17.6 29 5.8 www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.0 2010 VICTAULIC COMPANY.ALL RIGHTS RESERVED. IC-tau I-id 10.03_2 REV_I IPS CARBON STEEL PIPE-FIRE PROTECTION PRODUCTS 10.03 FireLock° Fittings FLOW DATA Size Equivalent Feet/meters of Straight Pipe t Actual No.002 Nominal Outside Elbows Straight Tee Size Diameter Inches Inches �� �0 0.Elbow Elbow Branch Run 1'/4 I 1.660 1.5 0.8 3.7 1.5 32 42.4 0.5 0.2 1.1 0.5 1 Yz 1.900 2.2 1.1 5.5 2.2 40 48.3 0.7 0.3 1.7 0.7 2 2.375 3.5 1.8 8.5 3.5 50 60.3 1.1 0.5 2.6 1.1 2'/2 2.875 4.3 2.2 10.8 4.3 65 73.0 1.3 0.7 3.3 1.3 76.1 mm 3.000 4.5 2.3 11.0 4.5 76.1 1.4 0.7 3.4 1.4 3 3.500 5.0 2.6 13.0 5.0 80 88.9 1.5 0.8 4.0 1.5 108mm 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 6.8 100 114.3 2.1 1.0 4.9 2.1 5 5.563 8.5 4.2 21.0 8.5 125 141.3 2.6 1.3 6.4 2.6 159mm 6.250 9.4 4.9 25.0 9.6 158.8 2.9 1.5 7.6 2.9 6 6.625 10.0 5.0 25.0 10.0 150 168.3 3.0 1.5 7.6 3.0 8 8.625 13.0 5.0 33.0 13.0 200 219.1 4.0 1.5 10.1 4.0 t The flow data listed is based upon the pressure drop of Schedule 40 pipe. www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.©2010 VICTAULIC COMPANY.ALL RIGHTS RESERVED. IC-tau I-id REV-1 10.03_3 A . r�FireLockO Fittings GENERAL NOTES NOTE:When assembling FireLock EZ couplings onto end caps,take additional care to make certain the end cap is fully seated against the gasket end stop. For FireLock EZ Style 009/009WO09H couplings, use FireLock No.006 end caps containing the"EZ" marking on the inside face or No.60 end caps containing the "QV EZ" marking on the inside face. Non-Victaulic end cap products shall not be used with Style 009/009V/009H couplings. WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. NOTE This product shall be manufactured by Victaulic or to Victaulic specifications.All products to be installed in accordance with current Victaulic installation/assembly instructions.Victaulic reserves the right to change product specifications,designs and standard equipment without notice and without incurring obligations. For complete contact information,visit www.victaulic.com 10.03 1539 REV I UPDATED 2/2010 �CtaLJIIC VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.0 2010 VICTAULIC COMPANY.ALL RIGHTS RESERVED. 10.03 Mechanical-T° Bolted Branch Outlets SEE FM �c Vd3 LPCB SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS VNIIPO STYLES 920 AND 920N Victaulic Mechanical-TO Outlet provides a direct branch connection at any location a hole can be cut in pipe.The hole is cut oversize to receive a "holefinder" locating collar which secures the outlet in position permanently.A pressure responsive gasket seals on the pipe O.D. Cross-type connections can be achieved by utilizing two upper housings of the same style and size,with the same or differing branch size connections. NOTE: Style 920 and Style 920N 115 top housings cannot be mated to each other to achieve a cross connection. Style 920 and Style 920N Mechanical-T outlets are available with grooved or female threaded STYLES 920 AND 920N STYLE 920 CROSS outlet. Specify choice on order. Units are supplied painted with plated bolts. Galvanized hous- PATENTED ings are available,supplied with plated bolts. All sizes of Style 920 and 920N are rated at 500 psi/3450 kPa working pressure on Schedule 10 and 40 carbon steel pipe.They may also be used on high density polyethylene or poly- butylene(HDPE) pipe. Pressure ratings on HDPE are dependent on the pipe rating.Contact Victaulic for ratings on other pipe. Style 920 and 920N are not recommended for use on PVC plastic pipe. Standard piping practices dictate that the Mechanical-T Styles 920 and 920N must be installed so that the main and branch connections are a true 900 angle when permanently attached to the pipeline surface. Additionally,the Vic-Tap II®hole cutting tool,which allows for hole cutting capabilities on pressurized systems, utilizes the Style 920 Mechanical-T in conjunction with the Series 726 Vic-Ball Valve to create the Style 931 Vic-Tap II Mechanical-T unit.See page 8 for further information. MATERIAL SPECIFICATIONS Housing/Coating: Ductile iron conforming to ASTM A-536,grade 65-45-12,with orange enamel coating. Ductile iron conforming to ASTM A-395,grade 65-45-15, is available upon special request. • Optional: Hot dipped galvanized Gasket: (Specify choice*) • Grade"E" EPDM EPDM (Green color code).Temperature range—30OF to+230°F/-340C to+110°C. Recommended for cold and hot water service within the specified temperature range plus a variety of dilute acids,oil-free air and many chemical services. UL Classified in accordance with ANSI/NSF 61 for cold+86°F/+30°C and hot+180°F/+820C. NOT RECOMMENDED FOR PETROLEUM SERVICES. • Grade"T"nitrile Nitrile(Orange color code).Temperature range—20°F to+180°F/-29°C to+82°C. Recommended for petroleum products,air with oil vapors,vegetable and mineral oils within the specified temperature range. Not recommended for hot water services over+150°F/+66°C or for hot dry air over+140°F/+60°C. *Services listed are General Service Recommendations only. It should be noted that there are services for which these gaskets are not recommended. Reference should always be made to the latest Victaulic Gasket Selection Guide for specific gasket service recommendations and for a listing of services which are not recommended. Bolts/Nuts: Heat-treated plated carbon steel,trackhead meeting the physical and chemical requirements of ASTM A-449 and physical requirements of ASTM A-183. JOB/OWNER CONTRACTOR ENGINEER System No. Submitted By Spec Sect Para Location Date Approved Date www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.0 2018 VICTAULIC COMPANY.ALL RIGHTS RESERVED. iIIIIC 1I1C® REV_O 11.02_1 CARBON STEEL PIPE- HOLE CUT PRODUCTS 11 .02 Mechanical-TO Bolted Branch Outlets STYLES 920 AND 920N DIMENSIONS Appr x. Size Dimensions Weight Each minal Size D. Inches +0.13 Inches Inches Inches Inches Inches Inches Lbs. L, F Y �Z� �� - - 2 x 1/2(a)d 920N 500 1.50 2.00 2.53 1.61 5.35 2.75 3.1 50 15 3450 38.1 51 64 41 136 70 1.5 V 3/4(a)❑ 920N 500 1.50 1.97 2.53 1.61 5.35 2.75 3.1 20 3450 38.1 50 64 41 136 70 1.5 1(a)n 920N 500 1.50 1.85 2.53 _ 1.61 5.35 2.75 3.0 w 25 3450 38.1 47 64 41 136 70 1.4 1 Y4(a)to g20N 500 1.75 2.05 2.75 3.00 1.61 5.35 3.00 3.5 3.2 GROOVED OUTLET 32 3450 44.5 52 70 76 41 136 76 1.7 1.5 C5- I? 11/2(a)to 920N 500 1.75 2.03 2.75 3.12 1.61 5.35 3.25 3.6 3.2 40 3450 44.5 52 70 79 41 136 83 1.7 1.5 Y �Z� 65 x Yz(a)§d 920N 500 L50 2.21 2.74 _ 1.82 143 2.0 1 A 65 a) 3450 1.5 .1 70 46 1.6 70 1.4 3/a(a)§d 920N 500 i 1.50 2.18 2.74 _ 1.82 5.64 2.75 3.0 _ LF 20 3450 38.1 55 70 46 143 70 1A T 1(a)§n 500 1.50 2.06 2.74 _ 1.82 5.64 2.75 2.9 25 920N 3450 38.1 52 70 46 143 70 1.4 1'/4 t(a)0 920N 500 1.75 2.30 3.00 3.25 1.82 6.29 3.00 3.5 3.2 32 3450 44.5 1 58 76 83 46 160 76 1.7 1.5 FEMALE THREADED OUTLET 1�/2 t(a)0 920N 500 2.00 2.28 3.00 3.25 1.82 6.26 3.25 3.6 3.3 40 3450 50.8 58 76 83 46 159 83 1.7 1.6 1/2(a) 300 1.50 2.22 2.75 _ 2.25 6.46 3.18 3.9 76.1 x 15 920N 2065 38.1 56 70 57 164 81 1.8 • Provides a direct branch connection at 3/4(a) 920N 300 1.50 2.19 2.75 2.25 6.46 3.18 3.9 any location where a hole can be cut 20 2065 38.1 56 70 - 57 164 81 1.8 in the pipe 1(a) 920N 300 1.50 2.07 2.75 _ 2.25 6.46 3.18 3.8 25 2065 38.1 53 70 57 164 81 1.7 • A pressure responsive gasket provides 1'/4(a)a 920N 500 1.75 2.30 3.00 3.31 1.92 6.29 3.00 3.5 3.2 the seal 32 3450 44.5 58 76 84 49 160 76 1.6 1.5 1 Yz(a)a 920N 500 2.00 2.28 3.00 3.31 1.92 6.29 3.25 3.5 3.3 • Request Publication 11.03 for 40 3450 50.8 58 76 84 49 160 83 1.6 1.5 Mechanical-T cross assemblies 3 /2(a)0 500 1.50 2.52 3.05 _ 2.28 6.15 2.75 3.4 80 x 15 920N 3450 38.1 64 78 58 156 70 1.6 • Pressure rated up to 500 psi/3450 kPa 3/4(a)a 920N 500 1.50 2.49 3.05 2.28 6.15 2.75 3.4 on steel pipe; also available for use 20 3450 38.1 63 78 - 58 156 70 1.6 with HDPE pipe 1 (a) 920N 500 1.50 2.38 3.06 _ 2.28 6.15 2.75 3.3 25 3450 38.1 61 78 58 156 70 1.6--r • Sizes from 2 x 1/2'/50 x 15 mm 1'/4(a)to 920N 500 1.75 2.55 3.25 3.56 2.28 6.15 3.00 3.8 3.7 through 8 x 47200 x 100 mm 32(b) 3450 44.5 65 83 90 58 156 76 1.8 1.8 1 1/2(a)to 920N 500 2.00 2.78 3.50 3.56 2.28 6.15 3.25 4.1 3.8 40(b) 3450 50.8 71 89 90 58 156 83 1.9 1.8 2(a)o 920N 500 2.50 2.75 3.50 3.56 2.28 6.75 3.88 4.9 4.6 50 3450 63.5 70 89 90 58 172 99 2.3 2.1 3/2 x 2 920N 500 2.50 3.00 _ 3.75 2.44 6.72 3.88 _ 3.8 90 50 3450 63.5 76 95 62 171 99 1.8 IMPORTANT NOTES: TABLE CONTINUED ON PG.3 Style 920 and Style 920N housings cannot be **Center of run to engaged pipe end,female threaded outlet only(dimensions approximate). mated to one another t Available with grooved or female threaded outlet.Specify choice on order. to achieve cross connections. t Center of run to end of fitting. # Female threaded outlets are available to NPT and BSPT specifications. @ See page 7 for Fire Protection approvals and pressure ratings. (a)British Standard female pipe threaded outlet is available as listed.Specify"BSPT clearly on order. (b)For 76.1 mm threaded outlet,specify 2'/2"BSPT clearly on order. §Vds approved for fire protection services o-PCB approved for fire protection services 0 Approved for use in China by Tianjin Approvals Company. www.victaulic.com ICtaUI1C° VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.©2018 VICTAULIC COMPANY.ALL RIGHTS RESERVED. 11.02_2 REV-0 CARBON STEEL PIPE- HOLE CUT PRODUCTS 11 .02 Mechanical-TO Bolted Branch Outlets STYLES 920 AND 920N DIMENSIONS St'le Max.Work Approx. Size No. Pressure@ Dimensions Weight Each Inches or +0.13 Inches Inches Inches Inches Inches inch I Lbs. Lbs. 'tl e Ma rk 920 or E Y �Z m m 920N -0.00 TABLE CONTINUED FROM PAGE 2 - 4 1/2(a)❑ 500 1.50 3.03 3.56 2.69 7.01 2.75 3.7 V 100 x 15 920N 3450 38.1 77 90 68 178 70 1.8 r I 3/4(a)❑ 920N 500 1.50 3.00 3.56 _ 2.69 7.01 2.75 3.7 20 3450 38.1 76 90 68 178 70 1.8 w 1(a)a 500 1.50 2.88 3.56 _ 2.69 7.01 2.75 3.6 _ 25 920N 3450 38.1 73 90 68 178 70 1.8 GROOVED OUTLET 1 Y4(a)tM 920N 500 1.75 3.08 3.78 4.00 2.69 7.01 3.00 4.0 3.6 32(b) 3450 1 44.5 78 96 102 68 178 76 1.9 1.8 1/2(a)to 920N 500 2.00 3.28 4.00 4.00 2.69 7.01 3.25 4.2 3.9 40(b) 3450 50.8 83 102 102 68 178 83 2.0 1.9 Y Z 2(a)to 920N 4 0 63.5 83 102 100 68 17 99 2.3 4.6 50 3450 63.5 83 102 102 68 178 99 2.3 2.1 21/2(a)t 920 500 2.75 2.88 4.00 4.00 2.69 7.34 4.63 5.8 5.0 T 65 3450 69.9 73 102 102 68 186 118 2.6 2.3 76.1 mm 920 500 2.75 2.88 _ 4.00 2.69 7.34 4.63 _ 6.4 w 3450 69.9 73 102 68 186 118 2.9 1? 3(a)t 500 3.50 3.31 4.50 4.12 2.69 7.73 5.12 8.4 6.4 FEMALE THREADED OUTLET 80 920 3450 88.9 84 114 105 68 196 130 3.8 2.9 1 1/4(a)o 500 1.75 3.08 3.78 _ 2.63 7.64 3.05 5.0 _ 108.0 x 32 920N 3450 44.5 78 96 67 194 78 2.3 11/2(a)o 920N 500 2.00 3.28 4.00 2.63 7.64 3.25 5.0 • Provides a direct branch connection at 40 3450 50.8 83 102 - 67 194 83 2.3 any location where a hole can be cut 2(a) 920N 500 2.50 3.25 4.00 _ 2.63 7.64 4.00 4.0 in the pipe 50 3450 63.5 83 102 67 194 1 102 1.9 76.1 mm 920 500 2.75 2.88 4.00 4.00 2.63 7.64 4.29 8.0 7.8 • A pressure responsive gasket provides 3450 69.9 73 102 102 67 194 109 3.6 3.5 the seal 3(a) 920 500 3.50 3.31 4.50 4.50 2.63 7.63 4.88 6.8 6.5 80 3450 88.9 84 114 114 67 194 124 3.1 3.0 • Request Publication 11.03 for 5 1'/2(a)t 500 2.00 4.03 4.75 4.75 3.16 9.70 3.69 7.4 7.6 Mechanical-T cross assemblies 125 x 40 920 3450 50.8 102 121 121 80 246 94 3.4 3.4 2(a)t 500 2.50 4.00 4.75 4.75 3.16 9.70 4.38 8.2 8.0 • Pressure rated up to 500 psi/3450 kPa 50 920 3450 63.5 102 121 121 80 246 111 3.7 3.6 on steel pipe; also available for use rig(a)t 920 500 2.75 3.63 4.75 4.75 3.16 9.70 4.63 8.3 79 with HDPE pipe 65 3450 69.9 92 121 121 80 246 118 3.8 3.6 76.1 mm a 920 500 2.75 3.75 _ 4.75 3.16 9.70 4.63 _ 8.0 • Sizes from 2 x 1/2750 x 15 mm 3450 699 95 121 80 246 118 3.6 through 8 x 47200 x 100 mm 3(a)t 920 500 3.50 3.81 5.00 4.63 3.16 9.70 5.31 8.4 8.8 80 3450 88.9 97 127 118 80 246 135 3.8 4.0 2 500 2.50 3.75 4.50 _ 3.17 8.00 3.88 8.0 _ 133.0 x 50 920N 3450 63.5 95 114 81 203 99 3.6 3 500 3.50 3.81 5.00 _ 3.00 9.46 5.31 8.0 _ 80 920 3450 88.9 97 1 127 76 240 135 3.6 TABLE CONTINUED ON PG.4 IMPORTANT NOTES: **Center of run to engaged pipe end,female threaded outlet only(dimensions approximate). Style 920 and Style 920N housings cannot be t Available with grooved or female threaded outlet.Specify choice on order. mated to one another t Center of run to end of fitting. to achieve cross connections. # Female threaded outlets are available to NPT and BSPT specifications. @ See page 7 for Fire Protection approvals and pressure ratings. (a)British Standard female pipe threaded outlet is available as listed.Specify"BSPT"clearly on order. (b)For 76.1 mm threaded outlet,specify 2/2"BSPT clearly on order. §Vds approved for fire protection services ❑LPCB approved for fire protection services 0 Approved for use in China by Tianjin Approvals Company. www.victaulic.com iiiCtaILJIiiiC® VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.©2018 VICTAULIC COMPANY.ALL RIGHTS RESERVED. REV_O 11.02_3 CARBON STEEL PIPE- HOLE CUT PRODUCTS 11 .02 Mechanical-TO Bolted Branch Outlets STYLES 920 AND 920N DIMENSIONS Size Dimensions minal Size, Inches +0.13 Inches Inches Inches Inches Inches Inch'7h or es D. es y �Z� 0r mm mm mm mm mm m TABLE CONTINUED FROM PAGE 3 - 1 Yz t 500 2.00 3.78 4.50 3.30 8.23 3.25 1 7.0 i 139.7 x 40 920N 3450 50.8 96 114 - 84 209 83 3.2 - T 2 t 920N 500 2.50 3.75 4.50 3.30 8.23 3.88 9.0 -- 50 3450 63.5 95 114 84 209 99 4.1 w 6 1 Ya(a) 500 1.75 4.43 5.13 5.13 3.79 9.15 3.25 5.1 4.8 150 x 32(b) 920N 3450 44.5 112 130 130 96 232 83 2.3 2.2 GROOVED OUTLET 1'/z(a)trl 920N 500 2.00 4.40 5.13 5.13 3.79 9.15 3.25 5.4 5.1 40(b) 3450 50.8 112 130 130 96 232 83 2.4 2.3 2(a)to 920N 500 2.50 4.38 5.13 5.13 3.79 9.15 3.88 6.0 5.6 50 3450 63.5 111 130 130 96 232 99 2.7 2.5 Y Z 2 5 920 4 0 69.9 110 130 130 94 10.51 118 8.3 3.4 '� 65 3450 69.9 110 130 130 94 267 118 3.8 3.4 V 76.1 mm 920 500 2.75 4.15 _ 5.21 3.69 10.51 4.63 _ 8.4 T 3450 69.9 105 132 94 267 118 3.8 3(a)t 500 3.50 4.31 5.50 5.13 3.69 10.51 5.31 9.9 8.4 w 80 920 3450 88.9 110 140 130 94 267 135 4.5 3.8 4(a)to 920 500 4.50 3.81 5.75 5.38 3.69 10.51 6.25 10.1 10.1 100 3450 114.3 97 146 137 94 267 159 4.6 4.6 FEMALE THREADED OUTLET 1 1/2(a) 500 2.00 4.41 5.13 _ 3.63 9.40 3.25 7.8 159.0 x 40 920N 3450 50.8 1 112 130 92 239 83 3.5 2(a) 920N 500 2.50 4.38 5.13 _ 3.63 9.40 3.88 8.0 • Provides a direct branch connection at 50 3450 63.5 111 130 92 239 99 3.6 any location where a hole can be cut 76.1 mm 920 500 2.75 4.38 5.50 5.13 3.63 9.40 4.63 9.5 9.5 in the pipe 3450 69.9 111 140 130 92 239 118 4.3 4.3 3 500 3.50 4.31 5.50 5.13 3.63 9.40 5.31 8.1 14.0 • A pressure responsive gasket provides 80 920 3450 88.9 110 140 130 92 239 135 3.7 6.4 the seal 500 4.50 4.45 _ 5.38 3.63 9.40 6.12 _ 10.0 108.Omm 920 3450 114.3 1 113 137 92 239 155 4.5 • Request Publication 11.03 for 4 500 4.50 3.81 5.75 _ 3.63 9.40 6.25 18.0 _ Mechanical-T cross assemblies 100 920 3450 114.3 96.80 1 146 92 239 159 ' 8.2 TABLE CONTINUED ON PG.5 • Pressure rated up to 500 psi/3450 kPa **Center of run to engaged pipe end,female threaded outlet only(dimensions approximate). on steel pipe; also available for use t Available with grooved or female threaded outlet.Specify choice on order. with H DPE pipe t Center of run to end of fitting. • Sizes from 2 x 1/2Y50 x 15 mm # Female threaded outlets are available to NPT and BSPT specifications. through 8 x 47200 x 100 mm @ See page 7 for Fire Protection approvals and pressure ratings. (a)British Standard female pipe threaded outlet is available as listed.Specify"BSPT"clearly on order. (b)For 76.1 mm threaded outlet,specify 2/2'BSPT clearly on order. §Vds approved for fire protection services a-PCB approved for fire protection services IMPORTANT NOTES: 0 Approved for use in China by Tianjin Approvals Company. Style 920 and Style 920N housings cannot be mated to one another to achieve cross connections. www.victaulic.com ICtaUI1C° VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.©2018 VICTAULIC COMPANY.ALL RIGHTS RESERVED. 11.02_4 REV-0 CARBON STEEL PIPE- HOLE CUT PRODUCTS 11 .02 Mechanical-TO Bolted Branch Outlets STYLES 920 AND 920N DIMENSIONS St le Max.Work Approx. Size No. Pressure@ Dimensions Weight Each Inches or +0.13 Inches Inches Inches Inches Inches inch I Lbs. Lbs. E Y �Z mm 920N -0.00 mm mm mm mm mm mm kg kg TABLE CONTINUED FROM PAGE 4 - 1 500 1.50 3.88 4.56 3.79 9.34 2.75 8.0 V 165.1 x 25 920N 3450 38.1 99 116 96 237 70 3.6 V - - 1�/4II 920N 500 1.75 4.43 5.13 3.79 9.34 3.25 8.4 32 3450 44.5 113 130 96 237 83 3.8 w 1/2(a)tR 920N 500 2.00 4.41 5.13 5.13 3.79 9.34 3.25 8.4 5.4 40 3450 50.8 112 130 130 96 237 83 3.8 2.4 GROOVED OUTLET 2(a)t 920N 500 2.50 4.38 5.13 5.13 3.79 9.34 3.88 8.5 6.0 50 3450 63.5 111 130 130 96 237 99 3.9 2.7 76.1 mm 920 500 2.75 4.01 5.13 5.21 3.63 10.51 4.63 8.6 7.6 3450 69.9 110 130 132 92 267 118 3.9 3.4 Y Z 3(a)t o 920 4 0 88.9 110 140 130 92 10.51 135 10.2 8.8 80 3450 88.9 110 140 130 92 267 135 4.6 3.8 V T 4(a)to 920 500 4.50 3.81 5.75 5.38 3.63 10.51 6.25 10.5 8.4 TL 100 3450 114.3 97 146 137 92 267 159 4.8 3.8 + 8 2(a)t 500 2.75 5.44 6.19 6.25 4.81 12.42 4.50 11.6 11.6 w 200 x 50 920 3450 69.9 138 157 159 122 316 1 114 5.3 5.3 2Y2(a)t 920 500 2.75 5.07 6.19 6.19 4.81 12.42 4.50 11.6 11.6 65 3450 69.9 129 157 157 122 316 114 5.3 5.3 FEMALE THREADED OUTLET 76.1 mm a 920 500 2.75 5.25 - 6.25 4.81 12.42 4.56 - 11.6 3450 69.9 133 159 122 316 116 5.3 3(a)to 500 3.50 5.31 6.50 6.50 4.81 12.42 5.31 12.6 11.6 • Provides a direct branch connection at 80 920 3450 88.9 135 165 165 122 316 135 5.7 5.3 any location where a hole can be cut 4(a)to 920 500 4.50 4.81 6.7s 6.38 4.81 12.42 6.25 is.3 12.5 in the pipe 100 3450 114.3 122 171 162 122 316 159 6.9 5.7 **Center of run to engaged pipe end,female threaded outlet only(dimensions approximate). • A pressure responsive gasket provides t Available with grooved or female threaded outlet.Specify choice on order. the seal t Center of run to end of fitting. • Request Publication 11.03 for # Female threaded outlets are available to NPT and BSPT specifications. Mechanical-T cross assemblies @ See page 7 for Fire Protection approvals and pressure ratings: • Pressure rated up to 500 psi/3450 kPa (a)British Standard female pipe threaded outlet is available as listed.Specify"BSPT"clearly on order. on steel pipe; also available for use (b)For 76.1 mm threaded outlet,specify 21/2"BSPT clearly on order. with HDPE pipe §Vds approved for fire protection services rt-PCB approved for fire protection services • Sizes from 2 x 1/2750 x 15 mm 0 Approved for use in China by Tianjin Approvals Company. through 8 x 47200 x 100mm IMPORTANT NOTES: Style 920 and Style 920N housings cannot be mated to each other to achieve cross connections. www.victaulic.com iiictauliiiC® VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.0 2018 VICTAULIC COMPANY.ALL RIGHTS RESERVED. REV_O 11.02_5 CARBON STEEL PIPE- HOLE CUT PRODUCTS 11 .02 Mechanical-TO Bolted Branch Outlets STYLES 920 AND 920N FLOW DATA Flow test data has shown that the total head loss between point(1)and (2)for the Style 920,920N and 929 Mechanical-TO fittings can best be expressed in terms of the pressure difference across the inlet and branch.The pressure difference can be obtained from the relationship below. 4z Cv and Kv Values Values for flow of water at+60°F/+16°C are shown in the table below. Formulas for CvrKV Values: AP = Qz Where: AP = Qz Where: O C 2 Q=Flow(GPM) K z Q=Flow(m3/hr) AP=Pressure Drop(psi) V AP=Pressure Drop(Bar) Q = C x AP C =Flow Coefficient Q = K„x AP K =Flow Coefficient j Exaggerated for clarity OutletEquivalent Length of 40 Carbon Steel Pipe OUTLET SIZE (C 120)t FT C,/K,Values NOMINq AL • . � GROOVED '/z 0.840 11 15 21.3 9.4 3/4 1.050 16 20 26.7 4 13.7 1 1.315 21 25 33.7 3.. 8 1.8 1'/< 1.660 50 48 32 42.7 5/z 6 42.9 41.1 1 Y2 1.900 53 53 40 48.3 11 11 45.4 45.4 2 2.375 112 104 50 60.3 9 10/z 96 89.1 2'/2 2.875 1 119 150 65 73.0 20 12/z 102 128.5 76.1 mm 3.000 16* 161 76.1 1 1 138.1 3 3.500 249 237 80 88.9 14 15/z 213.4 203.1 4 4.500 421 401 100 114.3 20 22 360.8 343.6 t Hazen-Williams coefficient of friction is 120. *Pipe with a wall thickness of 0.165in./4.2mm. 1"FireLock-Innovative Groove System(IGS)outlet www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.©2018 VICTAULIC COMPANY.ALL RIGHTS RESERVED. ICt.'dUI1C° 11.02_6 REV-0 CARBON STEEL PIPE- HOLE CUT PRODUCTS 11 .02 Mechanical-TO Bolted Branch Outlets STYLES 920 AND 920N FIRE PROTECTION APPROVALS AND PRESSURE RATINGS The information provided below is based on the latest listing and approval data at the time of publication. Listings/Approvals are subject to change and/or additions by the approvals agencies.Contact Victaulic for performance on other pipe and the latest listings and approvals. Approval Agency Pi Run Size xt�al Outlet SizeJpe Rated Working Pressures—psi/kPa Size m Diameter S FTEW_ �O(Style920) (Style 920N) Inches/m Inches/mm *Inches mm ScPheldule UL IJLC dQ 21/2-6 2.875-6.625 All 10,40 400 400 400 290 232 362 65-150 73.0-168.3 2755 2755 2755 1 1999 1599 2496 21/2-4 2.875-4.500 All DF 300 300 300 290 232 362 65-100 73.0-114.3 2065 2065 2065 1999 1599 2496 21/2-4 2.875-4.500 All SF 300 300 300 290 232 362 65-100 73.0-114.3 2065 2065 2065 1999 1599 2496 6 6.625 3,4 10 300 300 250 290 232 362 150 168.3 2065 2065 1724 1999 1599 2496 6 6.625 3,4 30,40 300 300 300 290 232 362 150 168.3 2065 2065 2065 1999 1599 2496 8 8.625 21/2 10,40 400 145 200 219.1 2755 1000 8 8.625 3,4 10 300 250 145 200 219.1 2065 1724 1000 8 8.625 3,4 30,40 300 300 145 200 219.1 2065 2065 1000 NOTES: 10 refers to Listed/Approved Schedule 10 steel sprinkler pipe. 40 refers to Listed/Approved Schedule 40 steel sprinkler pipe. DF refers to Listed/Approved Dyna-Flow steel sprinkler pipe manufactured by American Tube Company. SF refers to Listed/Approved Super-Flo steel sprinkler pipe manufactured by Allied Tube and Conduit Corporation. VIC-TAP II HOLE CUTTING TOOL FOR The Vic-Tap II hole cutting tool is designed for use with the Style 931 Vic-Tap II Mechanical-T unit, 4-8"/100- 200 MM CARBON STEEL PIPE which is a combination of the Style 920 Mechanical-T and Series 726 Vic-Ball Valve.The Vic-Tap II is capable of tapping into carbon steel pipe systems under pressures up to 500psi/3450kPa. The Style 931 Vic-Tap II Mechanical-T unit is a full port ball valve which can be mounted on 47100mm, 5Y125mm,67150mm and 87200 mm diameter pipe.The Style 931 comes with a 21h"/65mm grooved outlet. The drill motor is an electric motor with ground fault circuit interrupter(GFCI) in accordance with safety codes. For more information, refer to publication 24.01. 1 www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.©2018 VICTAULIC COMPANY.ALL RIGHTS RESERVED. X.A—c—tSUIiC® REV_O 11.02_7 rM1 Mechanical-r Bolted Branch Outlets STYLES 920 AND 920N INSTALLATION Reference should always be made to the 1-100 Victaulic Field Installation Handbook for the product you are installing. Handbooks are included with each shipment of Victaulic products for complete installation and assembly data,and are available in PDF format on our website at www.victaulic.com. WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. NOTE This product shall be manufactured by Victaulic or to Victaulic specifications.All products to be installed in accordance with current Victaulic installation/assembly instructions.Victaulic reserves the right to change product specifications,designs and standard equipment without notice and without incurring obligations. For complete contact information,visit www.victaulic.com 11.02 1480 REV 0 UPDATED 11/2018 L+tc�u�lC® VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.0 2018 VICTAULIC COMPANY.ALL RIGHTS RESERVED. 0 11.02_L �ZTISHURJOINTR) Threaded Fittings 1-01 www.shurjoint.com c&us FM 'W'. APNIINfO For Fire Protection pressure rating,listing,and approval information,visitShurjointwebsite, www.shurioint.com THREADED FITTINGS for details or contact your SHURJOINT Representative. Shurjoint offers a complete range of ductile iron Class 300 threaded fittings in sizes from %"to 2%". Material: Ductile iron ASTM A536 Gr. 65-45-12 and or Shurjoint ductile iron threaded fittings are 100% air ASTM A395 Gr. 65-45-15. tested underwater to ensure leak-free performance. Dimensions:ANSI B16.3 Class 150 except bushings and The Shurjoint ductile iron fitting series is UL listed plugs(1316.14), unions (B16.39)and companion flanges and FM approved, making them the right choice for (616.42). Please note wall thickness dimensions are fire protection and other general application services. subordinate to Shurjoint UL and FM pressure rating listings and approvals Threads:ANSI B1.20.1 NPT or ISO-7(BSPT) Finish: Black or electro-zinc plated • General Dimensions ' L These dimensions apply to all standard fittings, both straight and reducing. For center-to-face dimensions(*), - see fitting tables. Ductile Iron Class 300 threaded fittings are designed to the y. ' same dimensions as that of Class 150 malleable iron J E + H fittings.Though due to the superior strength characteristics, J ductile Iron fittings carry a much higher pressure rating. B j Laboratory tests confirm Shurjoint ductile iron fittings have T passed hydrostatic test pressures exceeding 6,000 psi/ 414 Bar,which is equal to four times the 1,500 psi/103 Bar as specified by ANSI B16.3 for 1%"—2"sizes. Size Band O.D. Band Width Thread Length(min) in in in in '/2 1.02 0.25 0.43 3/4 1.46 0.27 0.50 1 1.77 0.30 0.58 1'/4 2.15 0.34 0.67 1'/2 2.43 0.37 0.70 2 2.96 0.42 0.75 2%2 3.59 0.48 0.92 Installers who have not used DI threaded fittings before Burst pressure testing of DI threaded fittings(2") 0 should be instructed that the fittings are stronger than the pipe in most cases. In general DI threaded fittings require about a one-half turn less than cast iron fittings. Refer to the installation instructions for fiuther detail. Pressure-Temperature Ratin ANSI 11316.3&B16.14 Nom. Working Pressure • Rating @1 -G) Working Pressure Class �z —1":2000 psi/140 Bar 300 1%4"—2": 1500 psi/105 Bar 300 psi(20 Bar) 2'/2": 1000 psi/70 Bar *Proof test pressure:1.5 times the working pressure,non-shock cold water. I-01-1/6 Rev G20120315 TSHURJOINTR: Threaded Fittings 1-01 www.shugoint.com MODEL 811 ELBOW 900 Model . . 0' A--I size A Wt. BoxQ'ty in in Lbs PCs J '/2 1.12 0.25 240 L '/4 1.31 0.35 120 I 1 1.50 0.57 70 1'/4 1 1.75 1 0.97 1 40 1'/2 1 1.94 1 1.17 1 30 2 1 2.25 1 1.83 1 20 2'/2 2.70 3.34 1 10 MODEL 812 REDUCING ELBOW 900 ElbowModel 812 Reducing 90' B _ Size A B W. Box Q'ty in in in Lbs PCs ,. '/4X'/2 1.20 1.22 0.35 160 1 x'/2 1.26 1.36 0.46 110 1 x'/4 1.18 1.45 0.57 90 L P/4 x'/2 1.34 1.53 0.64 75 1'/4 x 1/4 1 1.45 1.62 0.68 60 1'/4 x 1 1.58 1.67 0.81 55 P/2 x'/2 1.41 1.66 0.84 45 1'/2 x'/4 1.52 1.75 0.90 45 1'h x 1 1.65 1.80 0.95 40 P/2 x P/4 1.82 1.88 1.10 35 2x3/4 1.60 1.97 1.19 1 30 2 x 1 1.73 2.02 1 1.47 25 2x11/2 2.02 2.16 1 1.61 20 2'/2 x 2 2.39 2.60 2.93 15 MODEL 813 ELBOW 450 ElbowModel 813 450 Size A Wt. Box Q'ty f in in Lbs PCs '/2 0.88 0.22 250 3/4 0.98 0.33 150 1 1.12 0.55 90 1'/4 1.29 0.84 50 P/2 1.43 0.92 35 2 1.68 1.63 18 2'/2 1 1.95 2.42 12 I-01-2/6 Rev.G20120315 TSHURJOINTR: Threaded Fittings 1-01 www.shugoint.com MODEL 814 TEE Model Tee - 1 Size A Wt. Box Q'ty m in Ibs PCs A '/z 1.12 0.31 150 '/a 1.31 0.48 90 1 1.50 0.81 60 1.75 1.28 35 A A� 1.94 1.72 24 01 2 2.25 2.57 12 2.70 4.44 8 MODEL 815 REDUCING TEE Model 815 Reducing Tee Size A B C W. Box in in in in Lbs PCs '/a %z 1.20 1.20 1.22 0.46 95 Yz 1 1.50 1.36 1.50 0.71 55 1 /z 1.26 1.20 1.36 0.59 80 1 '/a '/a 1.37 1.31 1.45 0.66 65 1 1.50 1.45 1.50 0.77 55 1 /z 1.26 1.26 1.36 0.64 1 65 ` '/a 1.37 1.37 1.45 0.75 60 '/z 1.34 1.26 1.53 0.79 50 1 '/a 1.45 1.37 1.62 0.88 50 1 1.58 1.50 1.67 1.01 45 1'/a 1'/a 1.75 1.67 1.75 1.25 40 '/z 1.34 1.34 1.53 0.84 45 1'/a '/a 1.45 1.45 1.62 0.99 45 1 1.58 1.58 1.67 1.12 40 '/z 1.44 1.31 1.69 0.92 40 '/a 1.50 1.37 1.75 1.01 40 1 1 1.65 1.50 1.80 1.19 30 1'/a 1.82 1.67 1.88 1.54 30 1%z 1.94 1.80 1.94 1 1.54 30 1'/ %z 1.41 1.34 1.66 1.08 40 1'A '/a 1.52 1.45 1.75 1.14 40 1 1.65 1.58 1.80 1.39 30 %z 1.41 1.41 1.66 1.10 35 1'/z '/a 1.52 1.52 1.75 1.17 35 1 1.65 1.65 1.80 1.36 30 1'/a 1.82 1.82 1.88 1.56 30 1 2 2.25 2.02 2.25 2.13 15 1'/a 2 2.25 2.10 2.25 2.22 15 %z 1.49 1.41 1.88 1.52 30 '/a 1.60 1.52 1.97 1.47 25 1'/z 1 1.73 1.65 2.02 1.63 20 2 1%z 2.02 1.94 2.16 2.09 20 2 1 2.25 2.16 2.25 2.33 15 '/z 1.49 1.49 1.88 1.56 20 1.60 1.60 1.97 1.61 20 2 1 1.73 1.73 2.02 1.80 20 P/a 1.90 1.90 2.10 2.09 20 1%z 2.02 2.02 2.16 2.24 15 2'/z 2 1 '/a 1.74 1.60 2.32 2.35 15 1-01-3/6 Rev.G 20120315 TSHURJOINT R' Threaded Fittings 1-01 www.shugant.com MODEL 815 BULLHEAD TEE Model 815 Bullhead Tee Size A B C At. Box C in in in in Lbs PCs '/4 '/4 1 1.45 1.45 1.37 0.66 65 1 1 1'/4 1.67 1.67 1.58 0.97 45 1'/z 1.80 1.80 1.65 1.15 35 1 1'/z 1.88 1.80 1.82 1.43 30 1'/4 1,/4 1%z 1.88 1 1.88 1.82 1 1.52 30 2 2.10 2.10 1.90 1.80 24 1 Yz 1'/4 2 2.16 2.10 2.02 1.94 20 1'/z 2 2.16 2.16 2.02 2.00 20 2 2 2%z 2.60 2.60 2.39 3.61 10 MODEL 816 REDUCING COUPLING Model 816 Reducing Coupling Size A Wrench Size At. Box in in in Lbs PCs : s '/4 x'/z 1.63 1'/4 0.37 150 1 x Yz 1.69 1 1/4 0.37 140 } 1 x'/4 1.37 1'/z 0.48 120 1'/4 x 3/4 2.06 1-'/z 0.59 80 1'/4 x 1 2.06 0.66 60 lYzxl 2.31 0.84 50 P/z x P/4 2.31 0.92 45 2 x 1 2.81 1.23 35 2 x 1'/4 2.81 1.28 30 2 x 1'/z 2.81 1.66 30 2'/z x 2 3.25 - 2.24 18 MODEL 817 CROSS B B--I . • - � size A B W. Box Q'ty A in in in Lbs PCs 1 1/2 1.12 1.12 0.48 90 1- 3/4 1.31 1.31 0.77 60 A 1 1.50 1.50 0.95 45 1'/4 1.75 1.75 1.43 25 1%z 1.94 1 1.94 1 1.87 1 20 2 2.25 2.25 2.86 10 A�A Model 817 Reducing Cross Size A B W. Box Qty in in in Lbs PCs 1'/xl'/a 1A 1.67 1.58 1.25 30 1'/A1 YAW 1.80 1.65 1.47 24 2x2xl xl 2.02 1.73 1.94 16 I-014/6 Rev G 20120315 TSHURJOINTR Th - " ' - ' Fittings 1-01 www.shugant.com MODEL 818 STRAIGHT COUPLING ,- Model 818 Straight Coupling Size A Wrench Size W. Box Q'ty i in in in Lbs PCs + I A /2 1.38 1'8 0.18 360 i I '/4 1.61 1%" 0.26 200 1 1.77 111/16" 0.42 110 1'/4 2.00 2" 0.57 75 1'/z 1 2.20 1 2'/4" 1 0.77 1 60 2 1 2.60 1 23/4" 1 1.17 1 30 2'/2 3.00 3%" 2.11 18 MODEL 820 CAP Model i Cap r size A VV1. Box Q'ty in m in Lbs Ya 0.89 0.14 500 I. '/4 1.00 0.20 300 1 1.18 0.33 180 1'/4 1.32 0.46 110 1'/z 1.38 1 0.57 80 2 1.48 1 0.88 1 45 2Y2 1.77 1.54 25 MODEL 825 EXTENSION PIECE Model Size A Wt. Box Q'ty in in Lbs PCs '/2 x 1'/zL 1.50 0.18 300 '/2 x 2L 2.00 0.22 250 t".., 3/4x1Y2L 1.50 0.22 250 '� 6 '/4 x 2L 2.00 0.26 200 f: AA MODEL 831 LONG STREET ELBOW 900 ElbowModel 831 Long Street • i ' all% size A B W. Box Q'ty in in in Lbs PCs i 1 x'/2M 1.50 3.00 0.66 80 g 1 x 1M 1.50 3.00 0.81 60 I-01-5/6 Rev.G 20120315 TSHURJOINTR Threaded Fittings 1-01 www.shugant.com MODEL 832 LONG STREET TEE Model 832 Long Street Tee C size A B C Wt I Box Q'ty in in in in Lbs Pes 1 x'/2XIM 1.50 1.40 3.00 0.91 50 -t-- IX1x1M 1.50 1.50 3.00 1.03 45 MODEL 827 HEX BUSHING Model 827 Hex Bushing Size A Wt. Box Q'ty in in Lbs PCs A I X'/2 1.06 0.20 280 1 x3/4 1.06 0.18 280 qW, 1'/4 X I 1.18 0.29 150 1'/2 x 1 1.26 0.53 100 Ph x P/4 1 1.26 0.37 100 2 x 1 1 1.34 0.75 80 2 x 1'/4 1 1.34 0.75 80 2 x 1'/2 1 1.34 0.64 80 MODEL 819 PLUG Model 819 Plug size A Wt. BoxQty in in Lbs PCs '/2 0.93 0.09 500 3/4 1.13 0.18 300 1 1.25 0.25 200 A 1'/4 1.36 0.42 110 1 Y2 1.45 0.59 80 2 1 1.50 1 0.95 1 45 General Notes: • Pressure ratings listed are CWP(cold water pressure)or rnaximum Aurking pressure widen the service temperature range ofthe gasket used in the coupling.This rating may occasionally differ from maximum NNurking pressures listed and/or approved by UT,ULC,and/or FM as testing conditions and test pipes differ.For additional information contact Shurjoint.. • NVhximum wutidng pressures and end loads listed are total of internal and extemal pressures and loads based on Sch. 10 steel pipe with roll grooves toANSFAWWAC606-07 specifications.For information on other pipe schedules contact Shurjoint.. • For one time field test only the maximum joint vwrking pressure may be increased 1'/2 times the figures shown. • Warning:Piping systems must always be depressurized and drained before attempting disassembly and or removal ofany components. • Shurjoint reserves the right to change specifications,designs and or standard equipment without notice and without incurring any obligations. Job Name: System No. Location: Contractor: Approved: Date: Engineer: Approved: Date: Shurjoint product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise measurements,please contact Shurjoint Technical Service.Shurjoint reserves the right to change or modify product design, construction, specifications,or materials without prior notice and without incurring any obligations to make such changes and modifications on Shurjoint products previously subsequently sold. I-01-6/6 Rev.G20120315 City Arlington Building Department APPROVED Seismic Brace Report 10 MC Kevin Olander- 10/13/2025 / Engineered Solutions No changes authorized unless approved by the Building Official Project Name Ashford Place APPROVAL STAMP Date 08/04/2025 ❑ Approved Address 16517 Smokey Point Blvd. Arlington, WA 98223 ❑ Approved as Noted ❑ Not Approved •••.r r r r r r.r r r r r r r r.............. :t.JTx—W-r—e8J WASHINGTON STATE • • � CERTIFICATE OF COMPETENCY; Remarks: FIRE SPRINKLER SYSTEMS David Yates 2805-0888-C Level ; • Bums Fire Protection Systems, Inc. • : BURNSFPB DU • 8/5/25 • Standard NFPA 13-2019 nature Data ; •r..rrr.•rr....................� BRACE SUMMARY Drawing Seismic Brace Name Structure Brace Description Fastener Attachments Reference Design Load 4"lateral FP 2 540 Ibf. Saw Lumber or Glue- Lateral Orientation F 60°- 1/2"Thru-Bolt per AF077-1 NPS x 1/2" Laminated Timbers-SG= 90' 1 NPS Sch 40 referenced edition of AF035-4 NPS x 1 NPS 0.35 NFPA 13 4"longitudinal FP 2 295 Ibf. Saw Lumber or Glue- Longitudinal Orientation F 1/2"Thru-Bolt per AF077-1 NPS x 1/2" Laminated Timbers-SG= 60'-90' 1 NPS Sch 40 referenced edition of AF730-4 NPS 0.35 NFPA 13 NOTE:Per NFPA 13-2019,all load capacities listed for fasteners installed in cracked concrete have been reduced based on the prying factors listed for ASC'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 4" LATERAL - SEISMIC BRACE CALCULATIONS Seismic Project 4" Steel Main Brace Name 4" lateral Standard NFPA 13-2019 Drawing Reference FP 2 Brace Type Lateral Approval Agency UL Listed STRUCTURE INFORMATION SEISMIC BRACE ATTACHMENTS Structure Lumber/Timbers(Thru Bolt) Model Size Adj. Load Substrate Saw Lumber or Glue-Laminated Swivel Att. AF077 1 NPS x 1/2" 588 Ibf. Timbers-SG = 0.35 Pipe Att. AF035 4 NPS x 1 NPS 1,632 Ibf. Load Orientation N/A See Appendix A for alternate seismic brace attachments. BRACE INFORMATION All seismic brace attachments manufactured byASC Engineered Solutions. Brace Member 1 NPS Sch 40 Brace Length Max 7 ft 0 in Structure: l� Thru-Boll Lumber/Timber Brace Angle 60'-90' (By Others) -- Least Radius of Gyration 0.421 in. D� I/r Ratio Max 200 Fig.AF077 Max Horizontal Load 1,604 Ibf. FASTENER INFORMATION Schedule 40� Service Fastener Name Thru-Bolt per referenced edition Brace Pipe Pipe of NFPA 13 Fig.AF035 Fastener Orientation F Fastener Diameter 1/2 in. * denotes hardware shown with the bolt head or nut broken off,as per the product installation Nominal Embedment 3 1/2 in. instructions Net Vertical Reaction Forces do not need to be addressed per NFPA 13-2019. Max Horizontal Load 600 Ibf. SPRINKLER SYSTEM LOAD CALCULATION (Fpw = CP*WP) Cp = 0.567 Qty Line Description Pipe Size/Type Length Weight/ft Weight/Line Total Weight 1 Main Braced Pipe 4 NPS Eddy Flow 13.69 ft. 11.29 lb/ft. 154.56 lb. 154.56 lb. 1 Branch 1 Segment A 2 NPS Eddy Flow 165.01 ft. 3.98 lb/ft. 656.74 lb. 656.74 lb. 1 Branch 1 Segment B 1 NPS Steel Sch 40 7.50 ft. 2.05 lb/ft. 15.37 lb. 15.37 lb. Weakest Main Size Spacing Max Fpw Total System Weight 826.67 lb. 4 NPS Eddy Flow 20 ft. 1,544 Ibf. System Design Weight(WP) 951.00 lb. Horizontal Seismic Load (Fpw) 540 Ibf. 2 4" LONGITUDINAL - SEISMIC BRACE CALCULATIONS Seismic Project 4" Steel Main Brace Name 4" longitudinal Standard NFPA 13-2019 Drawing Reference FP 2 Brace Type Longitudinal Approval Agency UL Listed STRUCTURE INFORMATION SEISMIC BRACE ATTACHMENTS Structure Lumber/Timbers (Thru Bolt) Model Size Adj. Load Substrate Saw Lumber or Glue-Laminated Swivel Att. AF077 1 NPS x 1/2" 588 Ibf. Timbers-SG = 0.35 Pipe Att. AF730 4 NPS 1,632 Ibf. Load Orientation N/A See Appendix A for alternate seismic brace attachments. BRACE INFORMATION All seismic brace attachments manufactured byASC Engineered Solutions. Brace Member 1 NPS Sch 40 Brace Length Max 7 ft 0 in Structure, - �� Thru-Boll Lumber/Timber Brace Angle 60' -90' (By Others)Fig.AF077 -- O Least Radius of Gyration 0.421 in. O� I/r Ratio Max 200 Max Horizontal Load 1,604 Ibf. Schedule 40 � o lFig.AF730 FASTENER INFORMATION Brace Pipe Fastener Name Thru-Bolt per referenced edition of NFPA 13 Service Pipe Fastener Orientation F Fastener Diameter 1/2 In. * denotes hardware shown with the bolt head or nut broken off,as per the product installation Nominal Embedment 3 1/2 in. instructions Net Vertical Reaction Forces do not need to be addressed per NFPA 13-2019. Max Horizontal Load 600 Ibf. SPRINKLER SYSTEM LOAD CALCULATION (FPw = CP = 0.567 Qty Line Description Pipe Size/Type Length Weight/ft Weight/Line Total Weight 1 Main Braced Pipe 4 NPS Eddy Flow 40.00 ft. 11.29 lb/ft. 451.60 lb. 451.60 lb. Total System Weight 451.60 lb. System Design Weight(Wp) 520.00 lb. Horizontal Seismic Load (Fpw) 295 Ibf. 3 Appendix A - Alternate Seismic Brace Attachments V LATERAL Fastener Capacity Nom. Embedment Min. Edge Swivel Pipe Attachment 112 Thru-Bolt per referenced edition 600 IV. 3 1/2 in. -- AF075 1 NPS x 1/2" 11,186 AF735 4 NPS x 1 NPS of NFPA 13 IV. 1,632 IV. Thru-Bolt per referenced edition 600 IV. 3 1/2 in. AF076 1/2" 11,515 IV. AF730 4 NPS 11,632 IV. of NFPA 13 Thru-Bolt per referenced edition 600 IV. 3 1/2 in. AF771 1 NPS x 1/2" 11,731 of NFPA 13 IV. Thru-Bolt per referenced edition 600 IV. 3 1/2 in. AF700 1/2" 11,632 IV.of NFPA 13 4" LONGITUDINAL Fastener Capacity Nom. Embedment Min. Swivel Pipe Edge 112 Attachment Thru-Bolt per referenced edition of 395 IV. 1 1/2 in. AF075 1 NPS x 1/2" 1,186 NFPA 13 Ibf. Thru-Bolt per referenced edition of 480 IV. 2 1/2 in. AF075 1 NPS x 1/2" 1,186 NFPA 13 Ibf. Thru-Bolt per referenced edition of 600 IV. 3 1/2 in. AF075 1 NPS x 1/2" 1,186 NFPA 13 Ibf. Thru-Bolt per referenced edition of 395 IV. 1 1/2 in. AF076 1/2" 11,515 IV. NFPA 13 Thru-Bolt per referenced edition of 480 IV. 2 1/2 in. AF076 1/2" 1,515 IV. NFPA 13 Thru-Bolt per referenced edition of 600 IV. 3 1/2 in. AF076 1/2" 1,515 IV. NFPA 13 Thru-Bolt per referenced edition of 395 IV. 1 1/2 in. AF077 1 NPS x 1/2" 1 588 IV. NFPA 13 Thru-Bolt per referenced edition of 480 IV. 2 1/2 in. AF077 1 NPS x 1/2" 588 IV. NFPA 13 Thru-Bolt per referenced edition of 395 IV. 1 1/2 in. AF771 1 NPS x 1/2" 1,731 NFPA 13 IV. Thru-Bolt per referenced edition of 480 IV. 2 1/2 in. AF771 1 NPS x 1/2" 1,731 NFPA 13 IV. Thru-Bolt per referenced edition of 600 IV. 3 1/2 in. AF771 1 NPS x 1/2" 1,731 NFPA 13 IV. Thru-Bolt per referenced edition of 395 IV. 1 1/2 in. AF700 1/2" 1,632 IV. NFPA 13 Thru-Bolt per referenced edition of 480 IV. 2 1/2 in. AF700 1/2" 1,632 Ibf. NFPA 13 Thru-Bolt per referenced edition of 600 IV. 3 1/2 in. AF700 1/2" 1,632 IV. NFPA 13 4 Appendix B - Enlarged Images V LATERAL Structure: Z / Thru-Bolt -Lumber/Timber (By Others) Fig. AF077 Schedule 40 Service Brace Pipe Pipe Fig. AF035 4" LONGITUDINAL Structure: Thru-Bolt - Lumber/Timber L (By Others) 0 Fig. AF077 c� �C Fig. AF730 Schedule 40 o Brace Pipe Service Pipe 5 *-denotes hardware shown with the bolt head or nut broken off,as per the product installation instructions 6 Appendix C - Cp Calculations BRACE CALCULATION DATA Brace Name Brace Ref Method CP Ss Site Fa Sps Z H 4" lateral FP 2 A 0.567 1.190 - 4" longitudinal FP 2 A 0.567 1.190 - 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 = C W PN' P P CP Seismic Coefficient per NFPA SS Short Period MCEr Spectral Response Acceleration 0.4a S I Z Where:CP = 0.7* p DS 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:SDS = 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* 1.6SDSIp WP Component Operating Weight.Taken as the weight of the Fire Sprinkler System in the ZOI plus 15% Cp min = 0.7 0.3SDSIp Z Height in the structure where the component attaches to the structure. Height is * 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 7 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) 8 Appendix D - Bill of Materials Project Name Ashford Place Code Requirements NFPA 13-2019 Last Updated August 4, 2025 QUANTITY FIGURE NUMBER PRODUCT DESCRIPTION 0 1/2"Thru-Bolt per referenced edition of NFPA 13 Fastener 0 AF077 1 NPS AF077 Sway Brace Swivel Attachment AF077-1 NPS x 1/2" 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 9 City of Arlington Building Department Seismic Brace Report APPROVED MC Kevin Olander-10/13/2025 / Engineered Solutions No changes authorized unless approved by the Building Official Project Name Ashford Place APPROVAL STAMP Date 07/10/2025 ❑ Approved Address 16517 Smokey Point Blvd. Approved as Noted Arlington, WA 98223 ❑ ❑ Not Approved •••.r r r r r r.r r r r r................. :t.JTx—W-r—e8J WASHINGTON STATE CERTIFICATE OF COMPETENCY; Remarks: FIRE SPRINKLER SYSTEMS David Yates 2805-0888-C Level ; Bums Fire Protection Systems, Inc. : BURNSFPB DU g/5/25 ' Standard NFPA 13-2019 mature Data ; •r..rrr.•rr....................� BRACE SUMMARY Drawing Seismic Brace Name Structure Brace Description Fastener Attachments Reference Design Load 1.5" Lateral LEVEL 2 FP 2 82 Ibf. Wood-SG=0.35 Lateral Orientation F 60'- 1/2"Lag Screw per AF077-1 NPS x 1/2" 90' 1 NPS Sch 40 referenced edition of AF035-1 1/2 NPS x 1 NFPA 13 NPS 1.5"CPVC FP 2 38 Ibf. Wood-SG=0.35 Lateral Orientation F 60°- 1/2"Lag Screw per AF077-1 NPS x 1/2" LONGITUDINAL 90' 1 NPS Sch 40 referenced edition of AF035-1 1/2 NPS x 1 NFPA 13 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 for ASC'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 1.5" LATERAL LEVEL 2 - SEISMIC BRACE CALCULATIONS Seismic Project 1.5" CPVC Brace Name 1.5" Lateral LEVEL 2 Standard NFPA 13-2019 Drawing Reference FP 2 Brace Type Lateral Approval Agency UL Listed STRUCTURE INFORMATION SEISMIC BRACE ATTACHMENTS Structure Wood(Lag Bolt) Model Size Adj. Load Substrate Wood-SG=0.35 Swivel Att. AF077 1 NPS x 1/2" 588 Ibf. Load Orientation N/A Pipe Att. AF035 1 1/2 NPS x 1 NPS 1,082 Ibf. 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 Structure: � Lag Sam I Bolt Brace Angle 60'-90' wood Least Radius of Gyration 0.421 in. (ByOlhers) 7 O O I/r Ratio Max 200 Fig.AF077 Max Horizontal Load 1,604 Ibf. FASTENER INFORMATION Schedule 40 Service Fastener Name Lag Screw per referenced Brace Pipe Pipe edition of NFPA 13 Fastener Orientation F Fig. Fastener Diameter 1/2 in. Nominal Embedment 4 1/2 in. * 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. Max Horizontal Load 550 Ibf. SPRINKLER SYSTEM LOAD CALCULATION (Fpw = Cp*Wp� Cp = 0.567 Qty Line Description Pipe Size/Type Length Weight/ft Weight/Line Total Weight 1 Main Braced Pipe 1 1/2 NPS CPVC Sch 40 20.00 ft. 1.42 lb/ft. 28.40 lb. 28.40 lb. 1 Branch 1 Segment A 1 NPS CPVC Sch 40 142.20 ft. 0.68 lb/ft. 96.70 lb. 96.70 lb. Weakest Main Size Spacing Max Fpw Total System Weight 125.10 lb. 1 1/2 NPS CPVC Sch 40 20 ft. 83 Ibf. System Design Weight(WP) 144.00 lb. Horizontal Seismic Load(Fpw) 82 Ibf. 2 1.5" CPVC LONGITUDINAL - SEISMIC BRACE CALCULATIONS Seismic Project 1.5" CPVC Brace Name 1.5" CPVC LONGITUDINAL Standard NFPA 13-2019 Drawing Reference FP 2 Brace Type Lateral Approval Agency UL Listed STRUCTURE INFORMATION SEISMIC BRACE ATTACHMENTS Structure Wood(Lag Bolt) Model Size Adj. Load Substrate Wood-SG=0.35 Swivel Att. AF077 1 NPS x 1/2" 588 Ibf. Load Orientation N/A Pipe Att. AF035 1 1/2 NPS x 1 NPS 1,082 Ibf. 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 Structure: � Lag Sam I Bolt Brace Angle 60'-90' wood Least Radius of Gyration 0.421 in. (ByOlhers) 7 O O I/r Ratio Max 200 Fig.AF077 Max Horizontal Load 1,604 Ibf. FASTENER INFORMATION Schedule 40 Service Fastener Name Lag Screw per referenced Brace Pipe Pipe edition of NFPA 13 Fastener Orientation F Fig. Fastener Diameter 1/2 in. Nominal Embedment 4 1/2 in. * 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. Max Horizontal Load 550 Ibf. SPRINKLER SYSTEM LOAD CALCULATION (Fpw = Cp*Wp� Cp = 0.567 Qty Line Description Pipe Size/Type Length Weight/ft Weight/Line Total Weight 1 Main Braced Pipe 1 1/2 NPS CPVC Sch 40 40.00 ft. 1.42 lb/ft. 56.80 lb. 56.80 lb. Weakest Main Size Spacing Max Fpw Total System Weight 56.80 lb. 1 1/2 NPS CPVC Sch 40 40 ft. 39 Ibf. System Design Weight(Wp) 66.00 lb. Horizontal Seismic Load(Fpw) 38 Ibf. 3 Appendix A - Alternate Seismic Brace Attachments 1.5" LATERAL LEVEL 2 Fastener Capacity Nom. Embedment Min. Swivel Pipe Edge 112 Attachment Lag Screw per referenced edition of 550 Ibf. 4 1/2 in. AF075 1 NPS x 1/2" 1,186 NFPA 13 Ibf. Lag Screw per referenced edition of 610 Ibf. 5 1/2 in. AF075 1 NPS x 1/2" 1,186 - NFPA 13 Ibf. Lag Screw per referenced edition of 650 Ibf. 6 1/2 in. AF075 1 NPS x 1/2" 1,186 - NFPA 13 Ibf. Lag Screw per referenced edition of 550 Ibf. 4 1/2 in. AF076 1/2" 1,515 Ibf. - NFPA 13 Lag Screw per referenced edition of 610 Ibf. 5 1/2 in. AF076 1/2" 1,515 Ibf. - NFPA 13 Lag Screw per referenced edition of 650 Ibf. 6 1/2 in. AF076 1/2" 1,515 Ibf. - NFPA 13 Lag Screw per referenced edition of 610 Ibf. 5 1/2 in. AF077 1 NPS x 1/2" 588 Ibf. - NFPA 13 Lag Screw per referenced edition of 650 Ibf. 6 1/2 in. AF077 1 NPS x 1/2" 588 Ibf. - NFPA 13 Lag Screw per referenced edition of 550 Ibf. 4 1/2 in. AF771 1 NPS x 1/2" 1,731 - NFPA 13 Ibf. Lag Screw per referenced edition of 610 Ibf. 5 1/2 in. AF771 1 NPS x 1/2" 1,731 - NFPA 13 Ibf. Lag Screw per referenced edition of 650 Ibf. 6 1/2 in. AF771 1 NPS x 1/2" 1,731 - NFPA 13 Ibf. Lag Screw per referenced edition of 550 Ibf. 4 1/2 in. AF700 1/2" 1,632 Ibf. - NFPA 13 Lag Screw per referenced edition of 610 Ibf. 5 1/2 in. AF700 1/2" 1,632 Ibf. - NFPA 13 Lag Screw per referenced edition of 650 Ibf. 6 1/2 in. AF700 1/2" 1,632 Ibf. - NFPA 13 4 1.5" CPVC LONGITUDINAL Fastener Capacity Nom. Embedment Min. Swivel Pipe Edge 112 Attachment Lag Screw per referenced edition of 550 IV. 4 1/2 in. AF075 1 NPS x 1/2" 11,186 - NFPA 13 IV. Lag Screw per referenced edition of 610 IV. 5 1/2 in. AF075 1 NPS x 1/2" 1,186 - NFPA 13 IV. Lag Screw per referenced edition of 650 IV. 6 1/2 in. AF075 1 NPS x 1/2" 1,186 - NFPA 13 IV. Lag Screw per referenced edition of 550 IV. 4 1/2 in. AF076 1/2" 11,515 IV. - NFPA 13 Lag Screw per referenced edition of 610 IV. 5 1/2 in. AF076 1/2" 11,515 IV. - NFPA 13 Lag Screw per referenced edition of 650 IV. 6 1/2 in. AF076 1/2" 11,515 IV. - NFPA 13 Lag Screw per referenced edition of 610 IV. 5 1/2 in. AF077 1 NPS x 1/2" 1 588 IV. - NFPA 13 Lag Screw per referenced edition of 650 IV. 6 1/2 in. AF077 1 NPS x 1/2" 588 IV. - NFPA 13 Lag Screw per referenced edition of 550 IV. 4 1/2 in. AF771 1 NPS x 1/2" 1,731 - NFPA 13 IV. Lag Screw per referenced edition of 610 IV. 5 1/2 in. AF771 1 NPS x 1/2" 1,731 - NFPA 13 IV. Lag Screw per referenced edition of 650 IV. 6 1/2 in. AF771 1 NPS x 1/2" 1,731 - NFPA 13 IV. Lag Screw per referenced edition of 550 IV. 4 1/2 in. AF700 1/2" 1,632 IV. - NFPA 13 Lag Screw per referenced edition of 610 IV. 5 1/2 in. AF700 1/2" 1,632 IV. - NFPA 13 Lag Screw per referenced edition of 650 IV. 6 1/2 in. AF700 1/2" 1,632 IV. - NFPA 13 5 Appendix B - Enlarged Images 1.5" LATERAL LEVEL 2 Structure: Lag Screw/ Bolt Wood -1 (By Others) / l Fig. AF077 Schedule 40 Service Brace Pipe Pipe Fig. AF035 1.5" CPVC LONGITUDINAL Structure: Lag Screw/ Bolt Wood -1 (By Others) l O 0 Fig. AF077 Schedule 40 Service Brace Pipe Pipe Fig. AF035 6 *-denotes hardware shown with the bolt head or nut broken off,as per the product installation instructions 7 Appendix C - Cp Calculations BRACE CALCULATION DATA Brace Name Brace Ref Method CP SS Site Fa SDS Z H 1.5" Lateral LEVEL 2 FP 2 A 0.567 1.190 1.5" CPVC LONGITUDINAL FP 2 A 0.567 1.190 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 = C W PN' P P CP Seismic Coefficient per NFPA SS Short Period MCEr Spectral Response Acceleration 0.4a S I Z Where:CP = 0.7* p DS 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:SDS = 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* 1.6SDSIp WP Component Operating Weight.Taken as the weight of the Fire Sprinkler System in the ZOI plus 15% Cp min = 0.7 0.3SDSIp Z Height in the structure where the component attaches to the structure. Height is * 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 8 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) 9 Appendix D - Bill of Materials Project Name Ashford Place Code Requirements NFPA 13-2019 Last Updated August 1, 2025 QUANTITY FIGURE NUMBER PRODUCT DESCRIPTION 0 1/2" Lag Screw per referenced edition of NFPA 13 Fastener 0 AF077 1 NIPS AF077 Sway Brace Swivel Attachment AF077-1 NIPS x 1/2" 0 AF035 1 1/2 NIPS AF035 Model K Brace Clamp AF035-1 1/2 NPS x 1 NIPS 10 PORTION OF NW 1/4, OF SEC. 28, TWP. 31N., RGE. 05 N.,W.M. OF L3-1_DOD Exls - % R 166TH PLACE N E ___ +36'-8"TOP OF PARAPET DW'ala.~'iriro:ornol� o ----"---M � � sa.oawrar: h -xlsnNc l MM.iRgclM.y AND IEII IF° 1 - D e�s62-sa GRAPHIC SCALE To R BvnBMPar DLM STRIP =��_sD-.sD N. o P FLANGE 3D D is 3o so 7t, mu.fbx ELEV. ,, 1N•IFT m o00 _. t, 843 Dl IP GOP P +32'-5 518"TOP PL. - - 621 L rL a ---oHP- t mon=3o f�. +29%0"TOP P 12-6 LF of a"DIP 16 NO' CASCCADEPSURVEnNG&ENCNEERNR INC DATED GCTGRE'2D2t 3.5 L D F OH � UTIL 11E8 PROVIDED PER HELD MEASUREMENTS OF Pf E L lip p-- D Nlll VISIBLE SURFACE FEATURES 1- \ I DATUM'NAVD 88 `o Aj - _ o sN o6]62, I !- 12A LF of 6 DP N BOLT TOP FLANGE APARTMENT HALLWAY APARTMENT °P J I EASE NT A N 6DD`2D`° °.'2"' CPVC WET SYSTEM LINES FEEDING m w � IT PENDANT HEADS FOLLOWING SLOPE e z /v OF ROOF IN JOIST CHANNES 6 1 - -- IN North County RFA +22'-3"3RD F. y BLDG 1 0 APPROVED Y /\ F E._±121 W L APPROVED AS CORRECTED Nq L" w I� E1 05 28 007 071 00 REVISE AND RESUBMIT _ REJECTED \ Q`!I / r\ D I ❑FOR INFORMATION ONLY ONLY PT DR-3 I�% 1 _T -- e 4 M HALLWAY V R-2 R-2 N ro OPVC MAIN FEEDING PENDANT 09 APARTMENT APARTMENT HEADS AND LINES IN JOIST P H26 PTB -- CHANNELS L®DSDx = -- - -- x p Fx.GO n Po o +12'-3"2NO F. r N - O Oct Oct �� tD®osoz --_ 2e...Ls of e D EY - ,,�I __ .- - - BY J 04 . PT c I I P i. B 2731 12 ,JI ` 26.]LF f 6 DIP' - - -- - -- a{ 53 For DEPTH F T S-2 SHELL ONLY ? P T PARKING COMMERCIAL Z R�TAIL Tc m DRY LINES IN PARKING GARAGE 100 L4 w� - LINES IN ELL SPACE WITH _ .M °FFR H LN MaHI7alH o TO 6 A17 w qs 6 -- w z t - _ s a or 6 DIP D WITH HIGH POINTS 18° BOD 6" a.o> T GeoON FROM SEVER.E. u.o LE"f 6`oP "r s63 ROOSTER- AIL ASSEMBLIES R On AINT STORM n 6a DIP BOJ) FEED BY DRY MAINS SLOPED LINES IN SHELL SPACE WITH qT 6" BOJ AS REQUIRED PER NFPA #13 ROOSTER-TAIL ASSEMBLIES ms]6 - AT 6" BOB UNTIL PAST 18" BEAM - - --- - - +0.-0..1ST F.F. ,.._. )� 5105280020'.200 e BLDG 2-t F.F.E121.9 _ r I ry LJ- .-_ t9 Tcb`0- _ --_RD]Co R R i _-.,-__- ° a 1 BUILDING SECTION � �-- -----------�-- ___I 3 t � --® - L- IF - O o. ,. z 4 1/4"=1'-0.. 3-LF of 6 DIP _ 4 1,,7,- SEV'/ER&WATER LEGEND: �w reaposED WATER LINE (TOP NU'�"C' IIFD) RECOVERY CENTER PROPOSED BOURIc CHECK vALVE ASSEMBLY �1, ARE.21-012 mPRCPI1ER - r TIED) DO ", HYDRANT 'POST roc PRUP.1EL HE vAL PROPOSED REDUCER - PROPOSE LEEWITH THRUST BLOGK - PROPOSED 9G DEGREE ELBOW WITH THRUST THRUST BLOCK /-� O SITE PLAN N ITT 45 DEGREE ELBOW WTH.TH TMR°nT ELK H X' o' m m =40' P­X IF OTRICI SADDLE ssPS LINE O ELSE E ER MANHOLE PROPosEo sewER cLEANouT ' "F - "' W '- Ex WATER LIKE City of Arlington IF Ex GATE IALUE Building Department F WATER METER APPROVED o Ex SEWER�ANKoLE F� Kevin Olander- 10/13/2025 No changes authorized unless approved by the Building Official I SCOPE OR WORK BY BURNS FIRE PROTECTION SYSTEMS,INC.IS TO PROVIDE SPRINKLER PROTECTION TO ALL AREAS REQUIRED BY NFPA#13,#13R 2019,AND LOCAL REQUIREMENTS. PIPING SYMBOLS: p •F `F J d GENERAL NOTES: f Approximate Hanger Location M.J.X FL ADAP1[R a " sLAe LEVEL 1. DESIGN AND INSTALLATION TO CONFORM WITH THE CITY OF ARLINGTON,NFPA#13 2019. `�J Approximate Bracing Location 2. ALL MATERIALS TO BE NEW AND UL OR FM LISTED. -�- Approximate Location of Grooved Coupling >- - 3. PROTECTION OF SPRINKLER FROM PAINT BY OTHERS. PIPE SLEEVE PIPE SLEEVE 4. STEEL PIPE JOINED WITH THREADED FITTINGS TO BE BLACK SCHEDULE 40. THRU Sue TIMID sue e 5. STEEL PIPE JOINED WITH GROOVED COUPLINGS TO BE BLACK EDDYFLOW WITH WELDED OUTLETS. +0-0 Elevation from Floor to Centerline of Pipe 6. ALL PIPING ON DRY SYSTEM TO BE GRADED TO DRAIN IN ACCORDANCE WITH NFPA#13. -0 BOJ Elevation down from Joist to Centerline of Pipe 7. ALL PIPE ELEVATIONS ARE TAKEN FROM CENTER LINE OF PIPE AND ARE AS MARKED ON THE DRAWINGS. 8. SYSTEM IS DESIGN TO DELIVER PER THE NOTES ON THE PLAN. -0 BOB Elevation down from Beam to Centerline of Pipe 9. ALL SWAY BRACING TO BE 1"SCH 40 PIPE FASTENED PER APPROPRIATE DETAIL. 10. ALL GROOVED COUPLING ARE TO BE RIGID UNLESS NOTED OTHERWISE. THRUST BUMIK 11. FLOW AND TAMPER SWITCHES TO BE PROVIDED AND INSTALLED BY BURNS FIRE. (0'-0") Center to Center Dimension of Pipe (PER XFPA 26) 12. ALL ELECTRICAL WIRING TO BE PERFORMED BY OTHERS. 13. ALL FLOW SWITCHES AND TAMPER SWITCHES SHALL BE TAMPERED/MONITORED AS REQUIRED BY CODE. 0'-0" Cut Dimension of Pipe 14. CUTTING AND PATCHING OF EXISTING CONSTRUCTION BY OTHERS. CD Reference Point RISER PLAN 15. IT IS THE RESPONSIBILITY OF THE OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT FREEZING WATER IN THE O PIPES FOR WET SYSTEMS. G A Rise/Drop 16. THE ELECTRIC BELL SHALL BE MOUNTED ON EXTERIOR WALL OF BUILDING. First Floor a 6• r 1/2'"mV-0" 18. RESIDENTIAL PENDANT SPRINKLERS TO BE IN INSTALLED AND SPACED ACCORDANCE WITH THEIR LISTING. Main Sprinkler Riser 19. ALL PENETRATIONS THRU RATED WALL SHALL BE FIRECAULKED. 20. BUILDING IS MIXED USE WITH OH1 AND RESIDENTIAL OCCUPANCIES. (NAS) No Automatic Sprinklers SYSTEM RISER/SUPPLY Components 21. AREA OF FLOORS- 1 6"SUPPLY LEVEL 1-9,859 SQ.FT. (TUTS) NOT TO SCALE LEVEL 2-10,205 SQ.FT. CERT.#151760 2 6"GROOVED BY FLANGE ADAPTER LEVEL 3-10,232 SOFT. SIZE PIPE TYPE/SCH. NOM. ID Jennifer Yates C.E.T. 3 6x4"REDUCER(4"T.O.) 22, NUMBER OF SPRINKLERS IN THIS SUBMITTAL 371. N.LC.E.T. Level III 4 4"AMES DERRINGER 30 DOUBLE CHECK DETECTOR ASSEMBLY(18.7"T.O.) 1" SCH 40 1.049 1 80 ROOM OCCUPANCY DESIGNATIONS "1/4 ­oODON IN 5 2 1/2"RISER MANIFOLD WITH MAIN DRAIN TEST VALVE,SIGNS, 1/ " SCH 40 1.32" SCH 40 1.610 ex es. PlOON FLOW SWITCH,GAUGE AND PRESSURE RELIEF(12"T.O.) 2' SCH 40 2.067 ­11 6 4"CV-1 CHECK VALVE(9.63"T.O.) LIGHT HAZARD Light hazard occupancies Shall be defined as occupancies or portions of other occupancies 2 1/2" DYNAFLOW 2.703 "A aroDT. "s where the quantity and/or combustibility Of contents is IOW and fires with relative) IOW rates 3 DYNAFLOW 3.314 sm s s 7 (2)21/2"HOSE VALVES FOR FORWARD FLOW SFF TESTING q Y / Y Y 4 DYNAFLOW 4.310 maximum. of heat release are expected 9 6"SUPPLY LY CONTRREMOTOL LVAFDC Ordinar hazard Grou 1 occu ancies shall be defined as occu ancies or ortions weight ft maximum sED nlds') 9 4-BUTTERFLY LY CONTROL VA(E(17.O.) H ORDINARY HAZARD Y ( P ) P P P water fi(Ied hanger IP Of other occupancies where combustibility is IOW, quantify Of Combustibles is moderate, SIZE PIPE TYPE SCHED. NOM. ID pipe �pacln9 5xWEIGHT+250 10 21/2"BUTTERFLY CONTROL VALVE(3.7T'T.O.) INCHES / INCHES (pounds) feet) 11 4"DPV-1 DRY VALVE(13.75"T.O.) stockpiles of combustibles do not exceed 8 ft (2.4 m), and fires with moderate rates of heat release are expected. 1" SCH 40 1.049 2.05 12'0 373 12 RISER MOUNT AIR COMPRESSOR 227.1 GAL CAPACITY 1"1/4" SCH 10 1.492 2.52 12'0 401.2 13 4"RISER MANIFOLD WITH MAIN DRAIN/TEST VALVE,SIGNS, H ORDINARY HAZARD Ordinary hazard (Group 2) occupancies shall be defined as occupancies or portions FLOW SWITCH,GAUGE AND PRESSURE RELIEF(13"T.O.) Of Other occupancies where the quantity and Combustibility of Contents are moderate t0 high, 1 1/2" EDDY FLOW 1.728 2.71 12'0" 412.6 14 12 HEAD SPARE HEAD BOX where Stockpiles Of Contents with moderate rates Of heat release do not exceed 12 ft (3.66 m) 2" EDDY FLOW 2.203 3.79 15'0" 534.25 15 10-ELECTRIC BELL and stockpiles of contents with high rates of heat release do not exceed 8 ft (2.4 m). 2 1/2" EDDY FLOW 2.703 5.1 15' 632.5 EDDY FLOW 3.314 7.18 12' 680.8 "F INDICATES FLEXIBLE COUPLING 4 EDDY FLOW 4.31 10.86 8' 684.4 NOTE: LOAD RATING USED 760#BASED ON MANUFACTURERS PUBLISHED DATA IN ESP REPORT PER NFPA#13 5xWEIGHT OF WATER FILLED PIPE+#250 REQUIRED N NOTES REVISIONS SPRINKLER SYMBOLS (y NOTES AND DATE DESCRIPTION BY BFPS, INC Ashford Place Building 1 DETAILS SYM DINT POSITION FINISH TEMP K NPT SIN MFG. MODEL Q 222 PEND CHROME 155 4.90 1/2' TY2234 Tyco LFII y�Fp�YVAfNI STA1E•••••••' 34 PEND CHROME 1]5 4.90 1/2' TY2234 Tyco LFII PERMIT NO. „,m CERN�ICA7E OF�p MPMNCY: Q 84 URN BRASS 155 5.60 1/2' TY313 Tyco TY-FRB P.O.B. 1110 CONTRACT NO. w E �flRESPRINKLERlrsYlMa 16517 Smokey Point Blvd. David Yates ® ] PEND CHROME 155 5so 1/2' TY3231 Tyco Tr-FRe APPROVAL CITY OF ARLINGTON 2005-0898-C Level 0 24 URN CHROME 155 5.60 1/2' TY3131 Tyco TY-FRB GRANITE FALLS, WA Arlington, WA 98223 DRAWN BY Bums Fire Protection Systems,Inc. J.YATES S URNSyFP�Bj/t/}�ou t 425-388-0124 SCALE NOTED 8 -i DATE 8/5/25 DESIGN QUESTIONS 360-580-1062 CONTRACTOR: REN6E0 FP 1 PLOTTED INSULATION TENTING DETAIL SPECIAL ATTENTION: BRANcxLrNE DO NOT WRAP PIPING 1 I"X DROP Objective of sprinkler tenting is to capture the warm air coming through sheetrock to keep sprinkler pipe warm and to seal out cold attic air and protect from (SEE PLAN) blow in insulation getting between sprinkler pipe and sheetrock 1. 4 moo. 3 'x 6"x 12"plywood each side of I-JOIST web 1.Overlap insulation bolts 6-6 inches in the direction of blow in from attic entry point. 2.Extend botts 1 2 inches past the end of sprinkler lines and head drops. 2. No.6 x 211 long(minimum)drywall screw(6 each side) 3.Fill gaps or cut butts to fit around/under black vent pipes,white vacuum tubing and gas piping. 3. Washer 4.Cut batty at joists and pipes to allow insulation to fill the joist space to the nailing face of ceiling joist. 5.Tightly attach Batts for vertical sprinkler piping tenting so as no gaps are present to allow cold attic air to get to sprinkler pipe. � 4. Swivel sway brace fitting(equivalent to AFOCNO-677) 1"x i/z"R.c. R-11 BATTING JOIST— e 4 1 R-11 BATTING R-11 BATTING` SPRINKLER 5 5. 2'diameter bolt THRU BOLT CEnurc ��' SHEET SPRINKLER PIPE I—F�3114,Mira  C�? T — � ROCK ;=�0�;, PIPE JOIST- 1 1/2"MAX SPRINKLER ROCK SPRINKLER JOIST— TYP. DROP PIPE PIPE ROCK %-11 BATTING 3 2 INSULATION OVER STEEL PIPE IN OPEN ATTIC BY OTHERS ALLOWABLE HORIZONTAL SEISMIC FORCES(Ibs) ANGLE TO VERTICAL ( a ) LISTED � L • 30' 45' 60° NOT LESS THAN 2" NOMINAL WIDTH. 450 620 690 FM O FM 1 1/2" The loads in the table are based on the controlling connection to the joist. The forces include a 1.33 duration factor adjustment. ell NOT LESS THAN 3"NOMINAL THICKNESS FOR FORCES PARALLEL OR PERPENDICULAR TO I—JOIST FROM RED—I DESIGN GUIDE FLOOR JOIST (2 1/2") BRACE TYPE C&D COMPOSITE WOOD �/ TRUSS/JOIST CONSULT FIG AF730 PIPE CAMP SWG 20 TRUSS MANUFACTURER FOR 2" MIN. CROSSMAIN RECOMMENDED INSTALLATION PENETRATION ®�POINT. Qe FIG. AF035 FAST CLAMP + GST 20 ST 20 FOR 1-2 1/2" PIPE ° FIG AF700 SWIVEL FIG AF700 SWIVEL ST 25 FOR 4" PIPE MODIFIED COUPLING CUT PERPENDICULAR o GLUED T EXTERIOR F GOR VERTICAL USE.. COUCPVC PLLING� TO SEAT INSTALL IN CENTER OF LOWER FACE. �j CROSSMAIN SEA o LONG ITUDINAL SWAY BRACE SID vlEw NOTE: FIELD MODIFICATION FOR RISER TIGHTEN SNUG TO CPVC COLLAR FOR VERTICAL USE PIPE BUT DO NOT PIPE CLAMP OR DISTORT OR COMPRESS GST 20 PIPE HANGER FOR TRUSS/JOIST rwhildex GST PIPE HANGER FOR WOOD 'r�Il hildex FORESEISMIC BRACING SWG PIPE HANGER FOR WOOD L❑NGITUDINAL BRACE FOR CPVC PIPE CPVC COUPLING MODIFICATION 2 1 BRACES NOT MORE THAN 80' ❑, C, - FOR SEISMIC BRACE ATTACHMENT 3 BRACES 50' MAX ❑, C. FOR 2" CPVC (2, 224 #/FT. )=1 11, 2# 21" minimum BRACES 40' MAX ❑ C FOR 1 1/2' CPVC ( 1, 417#/FT) =56 68# �3' at mC1InS� MAX BRACE LENGTH 7' rwhildex DRY SIDEWALL SPRINKLEIRF== FFIT BY OTHERS CROSSMAIN OU PROTECT BALCONIES BEYOND OUTSIDE OF DWELLINGWITH PLUGGED OUTLET UNITS 3/4 "WOOD FLOORING 4 MINIMUM BARREL LENGTH INSIDE , GST 10 HEATED BUILDING ENVELOPE BASED ON FIG. AF035 FAST CLAMP —20 DEG OUTSIDE TEMP AND 50 DEGREE �wooD Jolsr TYPICAL INSTALLATIONsIDE DRYMPERATURE HEADS AT DECKS INVERT u-RooK FIG AF700 SWIVEL FOR MAINS AT ROOF TRUSSES SCALE: NONE 568" SHEETROCK CEILING 1. Minimum 4x6 no. 2 grade Douglas fir or southern pine or better SINGLE LAYERUSEECSTT300 2. Two 16d (312") Common nails LATERAL SWAY BRACE OPTIONAL CPVC HANGERS 3. 8" x 3" lag screw FOR LINES OR MAINS UP TO 4" (2 places) LINO SCALE 4. U-hook LEGS BENT OUT 30 DEGREES FOR MAIN FOR NFPA 13 THRU BOLT 1 112" EMBED HARDENED HEX HEAD SELF THREADING SCREW LATERAL SWAY BRACE IS FURNISHED WITH THE HANGER AND IS THE BRACES NOT M❑RE THAN 40' ❑ C MINIMUM FASTENER SIZE ACCEPTABLE 3 Pipe size at maximum hanger spacing: 4" BRACES 20' MAX ❑. C. FOR 1 1/2" CPVC LEVEL 2 EAM OR TRUSS BRACES 25' MAX ❑, C. FOR 2" CPVC LEVEL 3 2x10 SEE TRUSS BLOCKING/STIFFENER DETAIL FIG. AF077 SWIVEL MAX BRACE LENGTH 7' TOLCO#24 OR EQUAL WOOD JOIST TOLCO #28 OR EQUAL I TRusses za"o.c.— WOOD HEADER LISTED FOR CPVC 4® ® BRANCHLINE FIG. AF775 PIPE CAMP s• _ I DOUBLE FASTENER ° 1�p� 1/2"x4"BOLT(MIN " IN WOOD) STRAP TYPE HANGER G e North County RIFA FIG. AF310 SURGE RESTRAINER cPvc HANGERS FIG. AF775 PIPE CAMP El APPROVED ® TYPE 1 - FOR 1" AND 1-1/4" PIPE AND HANGER [I APPROVED AS CORREC n FIG. AF077 SWIVEL �REVSEANDREUBMITTED TYPE 2 — FOR 1-1/2" AND 2" PIPE AND HANGER Na scAlE LONGITUDINAL MAIN BRACES LEVEL 1 GROSSMAN oRE,EaTED BEYOND � ❑FOR INFORMATION ONLY SUPPORT SPACING DISTANCE CPVC SDR 13.5 SUPPORT SPACING DISTANCE CPVC SDR 13.5 ATTACH TO TRUSS OR BEAM TO AN END LINE SPRINKLER HEAD DROP ELBOW WITH AN IN LINE SPRINKLER HEAD DROP TEE °o R o wnI•"*•F•awti (SOURCE = CENTRAL SPRINKLER TABLE N) (SOURCE = CENTRAL SPRINKLER TABLE M) �p NOMINAL PIPE SIZE LESS THAN 10OPSI MORE THAN 10OPSI NOMINAL PIPE SIZE LESS THAN 10OPSI FIG. AF035 FAST CLAMP + ,_'III FIG AF700 SWIVEL 3/4" 9" 3/4" 4' City of Arlington 1" 1'0" 1" 5 Building Department LINE RESTRAINT 1-1/4" 114" 1-1/4" 6' FIG. AF775 PIPE CAMP APPROVED U NO SCALE 1-1/2" 2' 1-1/2" 7' O LATERAL SWAY BRACE Kevin Oland r- 10/13/2025 MAXIMUM SPACING 29' >1-1/2" 2' >1-1/2" 7' No changes authorized unless approved by CERT.#151760 LONGITUDINAL_ BRACE AT 50' O.C. FOR STEEL PIPE the Building Official Jennifer Yates C.E.T. N.I.C.E.T. Level III NOTE: NATIONAL INSTITUTE FOR BRANCH LINES SHALL BE BRACED AT A DISTANCE FROM A TEE OR LATERAL BRACE AT 25' O.C. FOR STEEL PIPE CERTIFI ATION IN ENGINEERING TECHNOLOGIES. ELBOW TO PREVENT LIFT OF SPRINKLERS AS SHOWN IN TABLES MAX BRACE LENGTH 7 FEERUNG TECHNO ENGINEERING TECHNOLOGY WATER-BASED SYSTEMS LAYOUT. N NOTES REVISIONS SPRINKLER SYMBOLS HANGERS AND DATE DESCRIPTION BY ,p,p'wAs... ... BFPS, INC Ashford Place Building 1 BRACING IT NO. W � E �•M MRI!SPRINKLE°NSY"Ems CY; 6517 Smokey Point Blvd. coNPERMRACT No. P.O.B.. . . 1110 David Yates APPROVAL CITY OF ARLINGTON 2805-0898•C Level GRANITE FALLS, WA Arlington, WA 98223 Bums Fire Protection Systems,Inc. DRAWN ev J.YATES S .BURNSFPB DU 8/5/ 425—388—0124 SCALE NITS esiwe � DATE 8/5/25 :......... ..... DESIGN QUESTIONS 360-580-1062 CONTRACTOR: R seD FP 2 PLO ED INARY DRAIN _o O O 801 DA Name:8 DA Area:2126.26 3 , O RY SYSTEM INSPECTORS LEST 1' 1' I' 1'6x v 1'EZ I-lo'v s.fiK MIMCE t ik'"s_o 6-4 3 4 0-fi O I O 697 O Design Am6 Dry System INSTALLATION KEY NOTES ' PARKING GARAGE 9., - 10-6 0 7-6 1 C.P.V.C.TO STEEL GRV x SUP ADAPTER Demand Cekuldws using Hazen-Whams MdW 4 ,", ,VII /I Occupancy Classification: OH1 -s Design Area Densiy: 0.15 SPRINKLERS SPACED IN ROOMS IN ACCORDANCE WITH NFPA 13 SMALL ROOM RULE s-s 3 a".,, Additonsi OIIhMa Hose: 500 10.2.5.2.3.1 Sprinklers shall be permitted to be located not more than 9 IT(2.7 m)from any Design Area She: 1950 single wall. _ 613 NOW:INCREASE BY 30%FOR DRY SYSTEM D BQ 815 814 914 - ' 612 1 PER NFPA#13 10.2.5.2.3'The requirements of 10.2.5.2.1 shall not apply within small rooms as defined in 3.3.196. A.10.2.5.2.3 Examples of sprinklers in small rooms are shown in Figure A.I 0.2.5.2.3(a), 72',04 s-e': t- -6 Figure A.10.2.5.2.3(b),Figure A.10.2.5.2.3(c),and Figure A.10.2.5.2.3(d). 872 - 919 3.3.196 Small Room.A compartment of light hazard occupancy classification having 871 619 913Y unobstructed construction and a floor area not exceeding 800 R2(74 m2). t Q3 WHERE DRY BARREL SPRINKLERS ARE USED,THE MINIMUM BARREL LENGTH TO BE BASED ON MINIMUM 50 -1 9- a-o 'p -s ,,,,,,,„„o,,,„,r,F,,,„°,°,° DEG INSIDE AND-20 DEGREE OUTSIDE TEMP.THE MINIMUM BARREL LENGTH INSIDE OF THE BUILDING S 4" DesWn Arse 7 Dry System RESIDENTIAL SPRINKLERS TO BE INSTALLED IN ACCORDANCE WITH LISTING.RESIDENTIAL SPRINKLERS PARNING GARAGE O - SPRINKLER DEFLECTORS 2"ABOVE BOTTOM OF 18"BEAMS BELOW 12"PURLINS USED IN DWELLING UNITS HYDRAULIC CALCULATIONS IN DWELLING UNITS BASED ON 18'xl8'SPACING OF Demand CakuWdm using Ham Wlfiems Mdhod - - RESIDENTIAL SPRINKLERS,WITH SPRINKLERS LOCATED NOT MORE THAN 9'FROM ANY WALL.NUMBER OF OHi -t' 1' SPRINKLERS INCLUDED IN CALCULATIONS TO BE 4 MOST HYDRAULICALLY DEMANDING PER NFPA#13 Design Ala Density: 0.15 �1, T Additional Outside Hose: 500 1 - VO QS VERTICAL ELEVATOR SHAFT-NO A.S.IN ACCORDANCE WITH NFPA#13 Design Area She: 1950 21 Notes:INCREASED BY 30%FOR DRY SYSTEM (� 9.3.6.6 The sprinkler required at the top of the elevator ho stway by 9.3.6.5 shall not be PERNFPA#13 DA Name:7 = n �✓ required where the ho stway for passenger elevators is noncombustible or m ted wmbustible W18 DA Area:1956.5 _ a° - and the car enclosure materials meet the requirements of ASME A17.1,Safety Code for Elevators O m ❑ - 1'.�a t„ / and Escalators. t' 103� j © THE FOLLOWING OBSTRUCTION RULES OF NFPA#13 APPLY 1' 3' II o � -s o s r o I 12.1.10.2.3"Shadow Areas.Shadow areas created by walls and partitions shall be permitted 1 '6 6 I I z s 11, 5 7 3- - _� AunuARr 2 VALVE MIM MAN T 0 in the protection area of a sprinkler as long as the cumulative dry areas do not exceed 15 ft2 o � L e i v /�,,. �-4 - 2 (1.4 m2)per sprinkler. o,... RESIDENTIAL Pendent sprinklers shall be located at least 3 ft from obstructions such as ceiling fans and light fixtures PER 71 71 71 1 _�,_ ° REQUIREMENTS OF NFPA13 1 _ 12.1.10.2.1 3"Unless the requirements of 12.1 A0.2.1.4 through 12.1.10.2.1.8 are met sprinklers 0 4 shall be positioned away from obstructions a minimum distance of four times the maximum - 43 3- -s - «°34 4 a 0-5': O _ ,ss,.,ssv "" µ dimension of the obstruction(e.g.,truss webs and chords pipe,columns and fixtures) • ,,,��,. In accordance w th Figure 12.1 10 2 1 3(a)and Figure 12.1.10.2.1.3(b) f' ry nn2�5' x x ,z o,z (A)The maximum clear distance required to obstructions In the horizontal orientation(e.g., light fixture and truss chords)shall be 36 in.(900 mm). °s ti (B)The maximum clear distance shall not be applied to obstructions in the vertical orientation O ^4". - 721 `�A W1) (e.g.,columns). PENETRATIONS IN FIRE WALLS TO BE FIRE STOPPED EQUIVALENT TO WALL RATING WITH APPROVED METHOD It 0 I.V -a 0 FLEXIBLE COUPLINGS ON PIPE LARGER THAN 2"WILL BE INSTALLED AS FOLLOWS. - 1. WITHIN 24"OF TOP AND BOTTOM OF ALL RISERS UNLESS THE FOLLOWING PROVISIONS ARE MET: S 0 E U ELEV 'I 2. (A)IN RISERS LESS THAN 3 FT.IN LENGTH,FLEXIBLE COUPLINGS ARE PERMITTED TO BE OMITTED. 2 7 b 4 - 7 ° LJEEI`j 511 5 0 �, (B)IN RISERS 3 FT TO 7 FT.ONE FLEXIBLE COUPLING IS ADEQUATE. 7811 1-a' o a"' z o� <.1s" SL- 2 d n,1' 1' _ n 1 3. WITHIN 121N.ABOVE AND WITHIN 24"BELOW THE FLOOR IN MULTISTORY BUILDINGS.WHEN FLEXIBLE FP 1 -� 101 COUPLING BELOW THE FLOOR IS ABOVE THE TIE IN MAIN TO THE MAIN SUPPLYING THAT FLOOR,A 2 9 4-4 m I 9-1 6-6 -6 13-0 I'-I-6 10-2'z I.. 6-0 -0-6 `�� _ TT-- - PERHADCONm(RVAL6E JA dA z -b r To EnEVATM MAmwE ROOM FLEXIBLE COUPLING SHALL BE PROVIDED IN ACCORDANCE WITH ONE OF THE FOLLOWING 2 PER PA P 2 N 3 2 � _ 4. A ON THE HORIZONTAL PORTION WITHIN 24"OF THE TIE IN WHERE THE TIE IN IS HORIZONTAL s-IAT OI T L I'TI 11 10 s 5. (B)ON THE VERTICAL PORTION OF THE TIE IN WHERE THE TIE-IN INCORPORATES A RISER 1 6. ON BOTH SIDES OF CONCRETE,MASONRY,AND FIRE RATED WALLS WITHIN 1 FT OF THE WALL 1.6 z z 2 2 z z z z N SURFACE,UNLESS CLEARANCE IS PROVIDED IN ACCORDANCE WITH NFPA#13 9.3.4 -4- pp 9-0 0, 12-0 ° _ s- 7. WITHIN 24 IN OF BUILDING EXPANSION JOINTS `'. -d b W o i 91 9 8 8. WITHIN 24 IN OF THE TOP OF DROPS EXCEEDING 15 FT TO PORTIONS OF SYSTEMS SUPPLYING B Ir3 f 915 50B MORE THAN ONE SPRINKLER,REGARDLESS OF PIPE SIZE. W g 18 �' n W 9. WITHIN 24 IN ABOVE AND 24 IN BELOW ANY INTERMEDIATE POINTS OF SUPPORT FOR A RISER OR p, s-s'•. -5 11 OTHER VERTICAL PIPE AuxIUARY Ix1AlNTTT1'- 7 �l DesiO Alee 5 et System 02s a24 6 e', 12 0 - z _ �0 T° 1�° 4_ 4 e, - o s b RefaiarI Shel Sltaoe PENETRATIONS IN FIRE WALLS TO BE FIRE STOPPED EQUIVALENT TO WALL RATING WITH APPROVED METHOD DeIM Calaiatials wing Hezm-Whams MOMWHERE REQUIRED PIPE CLEARANCES ARE NOT PROVIDED,FLEXIBLE COUPLINGS TO BE INSTALLED WITHIN 12" oc penq classification: OH2 rne Design A Dent .. 02 ON EACH SIDE OF PENETRATION 1 rea Additional Duals Hose: 500 2''HOLE REQUIRE FOR I';"PIPE 1 1 1 3'z c De*n A St*: 9D0 4"HOLE REQUIRED FOR 2"PIPE - 4 2 1 ' 2 1z 2 Holes:REDUCED FOR OR HEADS AND 19 MAX FOR PIPE LARGER THAN 2"FLEXIBLE COUPLINGS TO BE PROVIDED ON EACH SIDE OF PENETRATION 3 3a 1 o e' _ 1-0 1.7 -s d N CENNGS PER NFPA#13 -b b J, A Name-5 A Area:998.42 - ® 16.3.9.E Nonmetallic pipe listed for light hazard occupancies shall be permitted to be installed in ordinary hazard rooms of otherwise light hazard occupancies where the mom does not exceed 400 t2(37 m2). BEAMS BELOW JOIST U.N.O. 1 mid s� w FP 1 City of Arlington Building Department APPROVED Kevin Olander- 10/13/2025 No changes authorized unless approved by the Building Official CERT#151760 Jennifer Yates C.E.T. N.LC.E.T. Level III NATIONAL INSfITOTE MR CERTIFICATION IN ENGINEERING TECHNOIAGIES. FIRE PROTECTION ENGINEERING TECHNOIAGY HATER-BASED SYSTEMS WYOUT. NOTES REVISIONS SPRINKLER SYMBOLS PIPING PLAN 311 DATE DESCRIPTION BY S. CNT POSITON FINISH TEMP N NPT IN MFG, MODEL 0222 FEND CHROME 155 C901/2" TY2234Tyco LFII BFPS, INC Ashford Place Building 1 LEVELI :hT,alp-WASN1 STATE................................ r } 34 PEND CHROME 175 4.90 1/2" TY2234 Tyco LFII PERMIT NO. ag m ri.(mlfK°.A7'E OR�pMRaTINCY Q 84 UPR BRASS 155 5GO 1/2" TY313 Tyco TY-FRBONTRACT NO. 7. .RE SPRINKICR SYSY!#AS P.O.B.. . . 1110 ry David Yates ® 7 PEND CHROME 155 5GO 1/2" TY3231 Tyco TY-FRB T� T T�v 1651! Smokey Point Blvd. David Level3 Q 24 UPR CHROME 155 5GO 1/2" TY3131 Tyco TY-FRB GRANITE FALLS, WA APPROVAL CITY OF ARLINGTON :Bums Fire Pro sFirePro on Systems,Inc. 6/5/ 425-388-0124 Arlington, WA 98223 DRAWN BY J.YArEs SCALE 1/8" = 1'-0" DESIGN QUESTIONS 360-580-1062 CONTRACTOR: °USED 8/s/zs ...... ..- - - • PLDTED FP 3 2' 0" 79' 0" 17' 0" 34' 6" 27' 6" 17' 3" 17' b' a 5. 6" 6. 0„ 5. 6' 7. g„ 6. 0„ 7, 0" 6' 0" 7' 9" 5' 3" 6. 0„ 8' 0" 6' 0" 2' 3 5' g„ 6. 0„ as ___ - Oesial AID 1 Wet Breten UEVEL o Dentind INSTALLATION KEY NOTES • Ocoullancy CNesifirPfiOn: RES ®® ONO Ales DeA&h" 005 0 C.P.V.C.TO STEEL GRV x SUP ADAPTER _ Additional OuWde Hose: 0 • 1 D.0 Alsa S¢e: 4 SPRINKLERS SPACED IN ROOMS IN ACCORDANCE WITH NFPA 13 SMALL ROOM RULE Notes:WORST CASE 4 SPRINKLERS PER N PA 10.2.5.2.3.1 Sprinklers shall be permitted to be located not more than 98(2.7 m)from any • 913 single wall. 10.2.5.2.3'The requirements of 10.2.5.2.1 shall not apply within small rooms as defined in 3.3.196, _ A.10.2.5.2.3 Examples of sprinklers in small rooms are shown in Figure A.10.2.5.2.3(a), _ - • Figure A.10.2.5.2.3(b),Figure A.10.2.5.2.3(c),and Figure A.10.2.5.2.3(d). _ tx 4-T'- 2-1 n „-s o 1 9y 4 3.3.196 Small Room.A compartment of light hazard occupancy classification having - _ unobstructed construction and a floor area not exceeding 800 fl2(74 m2). I-a 0 WHERE DRY BARREL SPRINKLERS ARE USED,THE MINIMUM BARREL LENGTH TO BE BASED ON MINIMUM 50 • t DEG INSIDE AND-20 DEGREE OUTSIDE TEMP.THE MINIMUM BARREL LENGTH INSIDE OF THE BUILDING I 11-1 - - IS 4" ® RESIDENTIAL SPRINKLERS TO BE INSTALLED IN ACCORDANCE WITH LISTING.RESIDENTIAL SPRINKLERS USED IN DWELLING UNITS HYDRAULIC CALCULATIONS IN DWELLING UNITS BASED ON 18'x18'SPACING OF _ t RESIDENTIAL SPRINKLERS,WITH SPRINKLERS LOCATED NOT MORE THAN 9'FROM ANY WALL.NUMBER OF SPRINKLERS INCLUDED IN CALCULATIONS TO BE 4 MOST HYDRAULICALLY DEMANDING PER NFPA#13 o T VERTICAL ELEVATOR SHAFT-NO A.S.IN ACCORDANCE WITH NFPA#13 9.3.6.6 The sprinkler required at the top of the elevator hoistway by 9.3.6.5 shall not be 1 1 1}1 rAn AT 11.1w NATE L n'mmc required where the hoistway for passenger elevators is noncombustible or limited-combustible • 0-1 5 _ • and the car enclosure materials meet the requirements of ASME A17.1,Safety Code for Elevators —o-T and Escalators. _ © THE FOLLOWING OBSTRUCTION RULES OF NFPA#13 APPLY o- • • a_ - - 12.1.10.2.3'Shadow Areas.Shadow areas created by walls and partitions shall be permitted in the protection area of a sprinkler as long as the cumulative dry areas do not exceed 15 ft2 (1.4 m2)per sprinkler. -o o • o-10 RESIDENTIAL Pendent sprinklers shall be located at least 3 It from obstructions such as ceiling fans and light fixtures PER S17� REQUIREMENTS OF NFPA13 0 €a® •^ 12.1.10.2.1.3"Unless the requirements of 12.1.10.2.1.4 through 12.1.10.2.1.8 are met,sprinklers _ 1 fl 1 • 1 • shall be positioned away from obstructions a minimum distance of four times the maximum • _q,i 1_g 8 _ • s6 3-31: dimension of the obstruction(e.g.,truss webs and chords,pipe,columns,and fixtures) • • �_ � r``� in accordance with Figure 12.1.10.2.1.3(a)and Figure 12.1.10.2.1.3(b). • • (A)The maximum clear distance required to obstructions in the horizontal orientation(e.g., -• • • light fixture and truss chords)shall be 36 in.(900 rum). _ 8 (B)The maximum clear distance shall not be applied to obstructions in the vertical orientation _ (e.g.,columns). PENETRATIONS IN FIRE WALLS TO BE FIRE STOPPED EQUIVALENT TO WALL RATING WITH APPROVED METHOD 2 f e �� FLEXIBLE COUPLINGS ON PIPE LARGER THAN 2"WILL BE INSTALLED AS FOLLOWS. •2 2 z` r o-n - -i I -41,2-31,2-4h '511 4-9 3-1, 1- +11, 7 -1 2 9��I� +2 '2 1 10� 0 • 5 0 h9 2-s 1-3) -z a-e z-a, 3-„ z 1 1,z1 6�i vx 2 I 5 I _ s 5-0 •03 1 1. WITHIN 24"OF TOP AND BOTTOM OF ALL RISERS UNLESS THE FOLLOWING PROVISIONS ARE MET: 2. (A)IN RISERS LESS THAN 3 FT.IN LENGTH,FLEXIBLE COUPLINGS ARE PERMITTED TO BE OMITTED. (B)IN RISERS 3 FT TO 7 FT.ONE FLEXIBLE COUPLING IS ADEQUATE. 3. WITHIN 121N.ABOVE AND WITHIN 24"BELOW THE FLOOR IN MULTISTORY BUILDINGS.WHEN FLEXIBLE ro N - '7 - of • COUPLING BELOW THE FLOOR IS ABOVE THE TIE IN MAIN TO THE MAIN SUPPLYING THAT FLOOR,A FLEXIBLE COUPLING SHALL BE PROVIDED IN ACCORDANCE WITH ONE OF THE FOLLOWING -� - - - 4. (A)ON THE HORIZONTAL PORTION WITHIN 24"OF THE TIE IN WHERE THE TIE IN IS HORIZONTAL 77 5. (B)ON THE VERTICAL PORTION OF THE TIE IN WHERE THE TIE-IN INCORPORATES A RISER • • 6. ON BOTH SIDES OF CONCRETE,MASONRY,AND FIRE RATED WALLS WITHIN 1 FT OF THE WALL 1 • • SURFACE,UNLESS CLEARANCE IS PROVIDED IN ACCORDANCE WITH NFPA#13 9.3.4 o-m • 7. WITHIN 24 IN OF BUILDING EXPANSION JOINTS 8. WITHIN 24 IN OF THE TOP OF DROPS EXCEEDING 15 FT TO PORTIONS OF SYSTEMS SUPPLYING �.a p MORE THAN ONE SPRINKLER,REGARDLESS OF PIPE SIZE. 9. WITHIN 24 IN ABOVE AND 24 IN BELOW ANY INTERMEDIATE POINTS OF SUPPORT FOR A RISER OR • • ®T' OTHER VERTICAL PIPE 0-r " • • " - •t _ T PENETRATIONS IN FIRE WALLS TO BE FIRE STOPPED EQUIVALENT TO WALL RATING WITH APPROVED METHOD rsn AT INTERIMIAZ LANDINGa- II'' WHERE REQUIRED PIPE CLEARANCES ARE NOT PROVIDED,FLEXIBLE COUPLINGS TO BE INSTALLED WITHIN 12" ON EACH SIDE OF PENETRATION 2"HOLE REQUIRE FOR 1"PIPE 4"HOLE REQUIRED FOR 2"PIPE FOR PIPE LARGER THAN 2"FLEXIBLE COUPLINGS TO BE PROVIDED ON EACH SIDE OF PENETRATION I Nonmetallic pipe listed for light hazard occupancies shall be permitted to be installed in ordinary hazard rooms of otherwise light hazard occupancies where the room does not exceed 400 fl2(37 m2). 1 FP 1 8'-7" 6'-0" 8'-7" d-� 6'-0 7'-O" 6'-0" S-9" 5'-3" 6'_0" 5'-3" 3'-9" 6'-0" T-0" 6'-O" 3'-9" 6'-2" 6'-0" 6'-2" 23' 2" 4'-0" 26'-6" 4'-0" 16'-6" 4'-0" 26'-6" 4'-0" 18' 4" " 135'-0" City of Arlington Building Department APPROVED Kevin Olander- 10/13/2025 No changes authorized unless approved by the Building Official CERT.#151760 Jennifer Yates C.E.T. N.LC.E.T. Level III NATIONAL INSfImmE FOR CERTIFICATION IN ENGINEERING TEGHNOIOGIEs FIRE PROTECFION ENGINEERING TECHNOLOGY NATER-6ASED aYETEYG WYOUT. NOTES REVISIONS SPRINKLER SYMBOLS PIPING PLAN 311 DATE DESCRIPTION BY S. CNT POSITON FINISH TEMP N NPT IN MFG, MODEL Q 222 PEND CHROME 155 C90 1/2" TY2234Tyco LFII BFPS, INC Ashford Place Building 1 LEVEL 2 y 1111ASNt STAGE................................ --•-•• •} 34 PEND CHROME 175 4.90 1/2" TY2234 Tyco LFII PERMIT NO. N m OERTFlCA7'E OP�pMRaTENCY Q 84 UPR BRA55 155 5.60 1/2" TY313 Tyco TY-FRBONTRACT NO. 7. flRE SPRINKLER SYSYEAAS P.O.B.. . . 1110 ry David Yates ® 7 PEND CHROME 155 5GO 1/2" TY3231 Tyco TY-FRB T� T T�v 1651! Smokey Point Blvd. David aces Level3 Q 24 UPR CHROME 155 5GO 1/2" TY3131 Tyco TY-FRB GRANITE FALLS, WA APPROVAL CITY OF ARLtNGTON :Bums Fire Pro sFirePro on Systems,Inc. 6/s/ 425-388-0124 Arlington, WA 98223 DRAWN BY J.YArEs SCALE 1/8" = l'-O" '"""• DESIGN QUESTIONS 360-580-1062 CONTRACTOR: EASED 8/s/zs ...... ..- - - • PLOTTED FP 4 2'-0" 79'-0" 52'-0" 2. 17' 0" 4, 0" 26. 6" 4. 0" 27' 6" 1T Y 1T 6" 17'-3" 5'-6" 6'-0" T-6" S-9" 6'-0" 7'-0" 6'-0" S-9" 5-3" 6'-0" 8'-0" 6'-0" 2'-3 5-9" 6'-0" 5-6" 5-9" 6'-0" 5'-9" 5-6" 6'-0" 5'-9" Din Am Wet son LEVEL3 Dement Celcutstiao uang Hazen-Wlliems MeW Ocapency gessiaatm: RES Design Nee Density. 0.05 AOutside Hose:Mmal Outs 0 Dei Area S¢e: 4 Win:WORST CASE 4 SPRINILFRS PER NFPA #13 is 201 INSTALLATION KEY NOTES • Y M 0 C.P.V.C.TO STEEL GRV x SUP ADAPTER rn - 203 SPRINKLERS SPACED IN ROOMS IN ACCORDANCE WITH NFPA 13 SMALL ROOM RULE 10.2.5.2.3.1 Sprinklers shall be permitted to be located not more than 9 ft(2.7 m)from any • 2gy single wall. • •� 10.2.5.2.3'The requirements of 10.2.5.2.1 shall not apply within small rooms as defined in 3.3.196, _ - A.10.2.5.2.3 Examples of sprinklers in small rooms are shown in Figure A.10.2.5.2.3(a), - - Figure A.10.2.5.2.3(b),Figure A.10.2.5.2.3(c),and Figure A.10.2.5.2.3(d). _ • 3.3.196 Small Room.A compartment of light hazard occupancy classification having - unobstructed construction and a floor area not exceeding 800 ft2(74 m2). _ e-I -10 4-31, 2- 5-0 3-1 1, 21, 2-1 6-1 p Q WHERE DRY BARREL SPRINKLERS ARE USED,THE MINIMUM BARREL LENGTH TO BE BASED ON MINIMUM 50 J DEG INSIDE AND-20 DEGREE OUTSIDE TEMP.THE MINIMUM BARREL LENGTH INSIDE OF THE BUILDING _ 'n Area 3 IS 4" LEVEL3ST0 E • 1 o�z n-1 - Demeld ki" ® RESIDENTIAL SPRINKLERS TO BE INSTALLED IN ACCORDANCE WITH LISTING.RESIDENTIAL SPRINKLERS - O�upeney Chas OH2 - USED IN DWELLING UNITS HYDRAULIC CALCULATIONS IN DWELLING UNITS BASED ON 18'x18'SPACING OF t' RESIDENTIAL SPRINKLERS,WITH SPRINKLERS LOCATED NOT MORE THAN 9'FROM ANY WALL.NUMBER OF AddNmal Design Aulsi stiy: 02 O SPRINKLERS INCLUDED IN CALCULATIONS TO BE 4 MOST HYDRAULICALLY DEMANDING PER NFPA#13 O Outside - Design Area Size: 3 m-nz Notes:ENTIRE AREA OF STORAGE LE VFl3 5VERTICAL ELEVATOR SHAFT-NO A.S.IN ACCORDANCE WITH NFPA#13 c 14-4 5 9.3.6.6 The sprinkler required at the to f the elevator hoistwa b 9.3.6.5 shall not be grin quire p a y y required where the hoistway for passenger elevators is noncombustible or limited-combustible and the car enclosure materials meet the requirements of ASME A17.1,Safety Code for Elevators t • and Escalators. 0-1 • • • N I.1-t © THE FOLLOWING OBSTRUCTION RULES OF NFPA#13 APPLY z m d _ 12.1.10.2.3'Shadow Areas.Shadow areas created by walls and partitions shall be permitted in the protection area of a sprinkler as long as the cumulative dry areas do not exceed 15 ft2 L 0_9,,.. • • • _ (1.4 m2)per sprinkler. 9 RESIDENTIAL Pendent sprinklers shall be located at least 3 it from obstructions such as ceiling fans and light fixtures PER • 3M - REQUIREMENTS OF NFPA13 12.1.10.2.1.3"Unless the requirements of 12.1.10.2.1.4 through 12.1.10.2.1.8 are met,sprinklers ®, • shall be positioned away from obstructions a minimum distance of four times the maximum dimens n of the obstruction(e.g.,trusswebs and chords,pipe,columns,and fixtures) • p ®. in accordance with Figure9 12.1.10.2.1.3 a and Figure 12.1.10.2.1.3(b). • • - 302 _ 14_0 • • (A)The maximum clear distance required to obstructions in the horizontal orientation(e.g., •`1-s b • light fixture and truss chords)shall be 36 in.(900 rum). • • = ®"o (B)The maximum clear distance shall not be applied to obstructions in the vertical orientation 3'-0" b - (e.g.,columns). _ -• •a • v• •e - PENETRATIONS IN FIRE WALLS TO BE FIRE STOPPED EQUIVALENT TO WALL RATING WITH APPROVED METHOD 303 - - FLEXIBLE COUPLINGS ON PIPE LARGER THAN 2"WILL BE INSTALLED AS FOLLOWS. 03 0 o m o - -b z 1. WITHIN 24"OF TOP AND BOTTOM OF ALL RISERS UNLESS THE FOLLOWING PROVISIONS ARE MET: z 2. (A)IN RISERS LESS THAN 3 FT.IN LENGTH,FLEXIBLE COUPLINGS ARE PERMITTED TO BE OMITTED. -10 1 5 -8 41,2 31z 2-3 +-91z 3-21 •-9 +- 2-n� 2 2 10 - +2 IN RISERS 3 FT TO 7 FT.ONE FLEXIBLE COUPLING IS ADEQUATE. z p 0 2 P •„ 3. WITHIN 12 IN.ABOVE AND WITHIN 24"BELOW THE FLOOR IN MULTISTORY BUILDINGS.WHEN FLEXIBLE o- 0-mz J - T - COUPLING BELOW THE FLOOR IS ABOVE THE TIE IN MAIN TO THE MAIN SUPPLYING THAT FLOOR,A FLEXIBLE COUPLING SHALL BE PROVIDED IN ACCORDANCE WITH ONE OF THE FOLLOWING _ _ 1 4. (A)ON THE HORIZONTAL PORTION WITHIN 24"OF THE TIE IN WHERE THE TIE IN IS HORIZONTAL 7 _ _ - •4-9 5. (B)ON THE VERTICAL PORTION OF THE TIE IN WHERE THE TIE-IN INCORPORATES A RISER 6. ON BOTH SIDES OF CONCRETE,MASONRY,AND FIRE RATED WALLS WITHIN 1 FT OF THE WALL Lk SURFACE,UNLESS CLEARANCE IS PROVIDED IN ACCORDANCE WITH NFPA#13 9.3.4 • 7. WITHIN 24 IN OF BUILDING EXPANSION JOINTS • , 8. WITHIN 24 IN OF THE TOP OF DROPS EXCEEDING 15 FT TO PORTIONS OF SYSTEMS SUPPLYING • o • • e-' -_ MORE THAN ONE SPRINKLER,REGARDLESS OF PIPE SIZE. 9. WITHIN 24 IN ABOVE AND 24 IN BELOW ANY INTERMEDIATE POINTS OF SUPPORT FOR A RISER OR ® OTHER VERTICAL PIPE • • bd PENETRATIONS IN FIRE WALLS TO BE FIRE STOPPED EQUIVALENT TO WALL RATING WITH APPROVED METHOD WHERE REQUIRED PIPE CLEARANCES ARE NOT PROVIDED,FLEXIBLE COUPLINGS TO BE INSTALLED WITHIN 12" • • 1 _� ON EACH SIDE OF PENETRATION 221"HOLE REQUIRE FOR 1"'PIPE _ • 4"HOLE REQUIRED FOR 2"PIPE FOR PIPE LARGER THAN 2"FLEXIBLE COUPLINGS TO BE PROVIDED ON EACH SIDE OF PENETRATION 4. • 1 t �i9 2 � 4� • _ ® 16.3.9.6 Nonmetallic pipe listed for light hazard occupancies shall be permitted to be installed in ordinary hazard rooms of otherwise light hazard occupancies where the room does not exceed 400 ft2(37 m2). Desim Nee 4 Wet Svstem 1 LEVEL3 Demand Calculations using HazenWlliams Mel FP 1 Ocoupxq Classification, RES Design Nee Dendty: 0.05 8'-7" 6'-0" 8'-7" 3'-9" 6'-0" 7'-0" 6'-0" 3'-9" 5'-3" 6'-0" 5'-3" 3'-9" 6'-0" T-0' 6'-0" 3'-9' 6'-2' 6'-0" 6'-2" Nldilli Outside Hose: 0 Design Am Sbe: 4 City of Arlington "4'-0" 23'-2" 4'-0" v 26'-6" 4'-0" 16'-6" 4'-0" 26'-6" 4'-0" 18'-4" NDIM WORST CASE 4 SPRINKLERS PER NFPA #13 Building Department r• •'�; m "T 35-0" APPROVED Kevin Olander- 10/13/2025 No changes authorized unless approved by the Building Official CER-T#151760 Jennifer Yates C.E.T. N.LC.E.T. Level III NATIONAL INSTITUTE FOR CERTIFICATION IN ENGINEERING TECHNOIAGIES. FIRE PROTECTION ENGINEERING TECHNOIAGY HATER-BASED SYSTEYs WYOUT. NOTES REVISIONS SPRINKLER SYMBOLS PIPING PLAN DATE DESCRIPTION BY S. CNT POSITON FINISH TEMP N NPT SIN MFG. MODEL l� 222 PEND CHROME 155 C90 1/2" TY2234 Tyco LFII BFPS, INC Ashford Place Building 1 LEVEL 3 yflrp.WASNt ST?•••••••• � 34 PEND CHROME 175 4.90 1/2" TY2234 Tyco LFII PERMIT NO. N m CERTPICA7'E OP MRaTENCY Q g4 UPR BRA55 155 5.60 1/2" TY313 Tyco TY-FRBNTRACT NO. 7. �flRESPRINKLER�rBYaaa 16517 Smokey Point Blvd. ® ] PEND CHROME 155 5.60 1/2" TY3231 Tyco TY-FRB P.O.B.. . . 1110 David Yates APPROVAL CITY OF ARLINGTON 2005-0898-C Leve13 0 24 UPR CHROME ,ss s.bo 1/2" TY3131 Tyco TY-FRB GRANITE FALLS, WA Arlington, WA 98223 • DRAWN BY J.YATES Bums Fire Protection Systems,Inc. URNSFP Du 425-388-0124 SCALE 1/8" = l'-O" � 8/5/25 DATE: DESIGN QUESTIONS 360-580-1062 CONTRACTOR: RENSED FP 5s�zs PLOTTED Permit#: 6701 Permit Date: 09/08/25 Permit Type: FIRE SPRINKLER Project Name: Ashford Place Bldg#1 Applicant Name: Burns Fire Protection Systems, Inc. Applicant Address: PO Box 1110 Applicant, City, State, Zip: Granite Falls Contact: Audra Williams Phone: 360-691-2235 Email: audra@bumsfire.com Scope of Work: Installation of New Fire Sprinkler System throughout entire building Valuation: 165324.00 Square Feet: 30296 Number of Stories: 3 Construction Type: IA Occupancy Group: A-1;Assembly ID Code: Permit Issued: 10/31/2025 Permit Expires: 04/30/2026 Form Permit Type: FIRE SPRINKLER Status: ISSUED Assigned To: Hannah Hardwick Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 16523 SMOKEY POINT GRANDVIEW 699 Other 31052800204400 BLVD NORTH LLC Miscellaneous Services NEC Contractors Contractor Primary Contact Phone Address Contractor Type License License# Burns Fire Protection Audra Williams 360-691-2235 PO Box 1110 CONSTRUCTION COA 603 467 812 Systems CONTRACTOR Burns Fire Protection Audra Williams 360-691-2235 PO Box 1110 CONSTRUCTION Labor&BURNSFP841DU Systems CONTRACTOR Industries Burns Fire Protection Audra Williams 360-691-2235 PO Box 1110 CONSTRUCTION NICET 86528 Systems CONTRACTOR Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status FS02. Not 03/17/2026 UNDERGROUND 03/18/2026 03/19/2026 BUILDING Completed HYDRO Plan Reviews Date Review Type Description Assigned To Review Status 09/08/2025 FIRE SPRINKLER BUILDING Approved 09/08/2025 FIRE SPRINKLER Approved Sprinkler Plans FIRE Approved Fees Fee Description Notes Amount Fire System Plan Review Table 4-2 $1,334.32 Credit Card Service $40.03 Processing/Technology $25.00 Fire Sprinkler System Commercial NFPA 13/13R $1,350.00 Credit Card Service $41.25 Total $2,790.60 Attached Letters Date Letter Description 10/31/2025 Building Permit 09/08/2025 Web Form-Building Application Payments Date Paid By Description Payment Type Accepted By Amount 09/08/2025 Alan D 242363106 Hannah Hardwick $40.03 09/08/2025 XBP Conf: $1,334.32 242363106 10/31/2025 Allan D cc LaNay Hendrick $41.25 10/31/2025 XBP Con£ $1,375.00 247553028 Outstanding Balance $0.00 Notes Date Note Created By: 03/27/2026 expiration notice sent LaNay Hendrick 03/02/2026 sent expiration notice Hannah Hardwick Uploaded Files Date File Name 10/31/2025 29245386-2025 BLD6701 Issued Permit.pdf 10/13/2025 28863281-20250908 BLD6701 Approved Plans.pdf 09/08/2025 f3dec5fba88b6492a6cla254cOec10bf ashford place building 1- design area 7.pdf 09/08/2025 219e92aOf2lfff9ee2b35d360a33el9c_ashford place building 1- templ-5--cpvc-8-1-2025.pdf 09/08/2025 20e248c9l98e552de8Ofl37dO6Oaeeeb ashford place building 1- temp4--steel-main-8-4-2025.pdf 09/08/2025 3dd2ld8be363484884742f58e2dcd4ce ashford place building 1- design area 3.pdf 09/08/2025 ecc74416a009f467bb9795d94a9d2le6 ashford place building 1- design area 4.pdf 09/08/2025 7c6675774d228fdf217b424023252858 ashford place building 1- design area 5.pdf 09/08/2025 b5476ce883ecc9cal227978lf9bf2426_ashford place building 1- design area 6.pdf 09/08/2025 186fca3188313034f348d446806b639a ashford place building 1- design area l.pdf 09/08/2025 79f5d2f31887592796fb4777220c3126 ashford place building 1- design area 2.pdf 09/08/2025 583424de3735b9c5lff70f2fc3295dd0 ashford place bldg 1=sprinkler application.pdf 09/08/2025 8072b3c7fbb452ab77ced6a86c74dbd7 ashford place bldg 1 - material submittal.pdf 09/08/2025 199bb7ae957c5e3eb3llab254d5b48e2 ashford place building 1- submittal.pdf