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� " � 1' E PATRIoT RE PROTECTION TEL(360)699-4403 FAX(360)699-4485 FPS 2(YL� 0t 700`1 SW) .k4 1 CITY OF Tir.AiRdD hampton St . Apts . SEISMIC CALCULATIONS JOB # 31-1587 I-ebruary I3, 2023 TACOMA,WA OFFICE www.patriotfire.com SPOKANE,WA OFFICE TEL(253)926-2290 PATRIFP099CF TEL(509)926-3428 FAX(253)922-6150 FAX(509)926-3708 ITOLBraceTM Seismic Bracing Calculations i.,..09 'NEFF6:3> Contractor: Patriot Fire Protection,Inc. Lei y Project Address: Hampton St.Apts. Address: 4708 NE Minehaha �� »898PE Vancouver,WA 98661 ��" �� f� GON 7007 SW Hampton Street Phone: 360-699-4403 0 Q6 16,�9� Q' Ti ard, Ore on Licence: PATRIFP099CF IL '0 G�c�5%, Job#31-1587 Calculations based on 2016 NFPA Pamphlet#13 EXPIRES:O�($O/23 Brace Information TOLCOTM Brace Components Maximum Brace Length 7 o° 2.134 m_ TOLCOTM Component Listed Load Adjusted Load ( 13 Diameter of Brace 1° Fig. 1001 Clamp 2015 lbs(914 kg) 1007 lbs(457 kg) Fig.980-1/2"Universal Swive 2100 lbs(953 kg) 1050 lbs(476 kg) Type of Brace Sch.40 See Fastener Information 3 *Calculation Based on CONCENTRIC Loading 3,.0° Min. Angle of Brace _— __,,,—--_ w __..__.__ *Please Note:These calculations are for TOLCOTM'components only.Use of any other components voids these calculations and the listing of the assembly. Least Rad.of Gyration 0.42"(11 mm) Seismic Brace Assembly Detail UR Value 200 Max Horizontal Load 926 Ibs(420 kg) TOLCO FIG. 980 UNIVERSAL SWAY BRACE ATTACHMENT Fastener Information STEEL PIPE ;;,° Orientation to Connecting Surface NFPA Type A �' Fastener - .!rY / Type T e KCS-WF Diameter 1/2" 4 Length 3/4 TOLCO FIG. 1001 ��.i -_ ,.. .. __ _ ___ _ _ FAST CLAMP Maximum Load 3520 lbs 1597 k 4 Brace Identification on Plans 2 1/2"Lateral Brace Prying Factor �101e Brace Type Lateral[X] Longitudinal[ ] 4-Way[ ] Sprinkler System Load Calculation (Fpw=CpWp) 0.515 Diameter I Type Length Total Length I Weight Per Unit Length I Total Weight 2.5"(65 mm) Sch.10 40 ft(12.2 m) 40 ft(12.2 m) 5.89 lb/ft(8.77 kg/m) 236 lbs(107 kg) 1.5"(40 mm) Sch.10 50 ft(15.2 m) 50 ft(15.2 m) 3.04 lb/ft(4.52 kg/m) 152 lbs(69 kg) Subtotal Weight 388 lbs(176 kg) Wp(incl.15%) 446 lbs(202 kg) Main Size Type/Sch. Spacing(ft) I Total(Fpw) 230 lbs(104 kg) 2.5" Sch.10 40 Maximum Fpw per 9.3.5.5.2(if applicable) 301 lb(136 kg) (TOLBrace" Version 81 Use of TOLBrace""Is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculation Hampton St.Apts. Job#31-1587 7007 SW Hampton Street FitTIN Brace Identification 2 1/2"Lateral Brace ` `'"'gs"s"' `i Brace Type(Per NFPA#13) NFPA Type A Braced Pipe(ft) 2.5"Sch.10 Steel Pipe Spacing of Brace 40'0"(12.19 m) Orientation of Brace Lateral Bracing Material 1"Sch.40 Maximum Brace Length 7'0"(2.13 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 30° Type of Fastener KCS-WF Length of Fastener 3/4" Summary of Pipe within Zone of Influence 2.5"Sch.10 Steel Pipe(63.5 mm) 40 ft(12.2 m) 1.5"Sch.10 Steel Pipe(38.1 mm) I50 ft(15.2 m) G-Factor Used 0.515 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 230 lbs(104 kg) Material Capacity 926 lbs(420 kg) Fastener Capacity 7760 lbs(3520 kg) Fig. 1001 Clamp 1007 lbs(457 kg) Fig.980- 1/2"Universal Swivel 1050 lbs(476 kg) Structural Member PT Concrete Deck Calculations prepared by Jacob Trenda *The description of the Structural Member is for informational purposes only. TOLBraceTa software calculates the brace assembly only,not the structure it is attached to. Calculated with TOLBraceTM 8 Visit us at www.tolco.com TOLBraceTM Seismic Bracing Calculations 4,sk�GPROP .`, e� F p Contractor: Patriot Fire Protection,Inc. WCa �' Z Project Address: ampton St.Apts. Address: 4708 NE Minehaha 13,898PE H Vancouver,WA 98661 -.luri" '-VC:— 7007 SW Hampton Street GON Phone: 360-699.4403 Q e6 �q�0 o< Tigard, Oregon Licence: PATRIFP099CF �L/0 I�� SS�� J. GE Job#31-1587 Calculations based on 2016 NFPA Pamphlet#13 EXPIRES:QGfao/13 Brace Information TOLCOTM Brace Components Maximum Brace Length T o'(2134 m TOLCOTM Component Listed Load Adjusted Load ) Diameter of Brace 1" Fig.4L Clamp 2015 lbs(914 kg) 1007 lbs(457 kg) Fig.980-1/2"Universal Swive 2100 lbs(953 kg) 1050 lbs(476 kg) Type of Brace Sch.40 See Fastener Information Angle of Brace 30°Min. *Calculation Based on CONCENTRIC Loading "Please Note:These calculations are for TOLCOT""components only.Use of any other components voids these calculations and the listing of the assembly. Least Rad.of Gyration 0.421111 mm) Seismic Brace Assembly Detail UR Value 200 Max Horizontal Load 926 lbs(420 k TOLCO FIG. 98. .g UNIVERSAL SWAY BRACE ATTACHMENT STEEL PIPE .7. Fastener Information Orientation to ConnectingSurface NFPA T e A X.P /* Fastener , i" C7. Type KCS-WF TOLCO FIG. 4L 1 0 PIPE CLAMP FOR _UM Diameter 1/2" SWAY BRACING ( _ i Length 3/4" a /2 Maximum Load 3520 lbs 1597 k ______ ____..m.J MI Brace Identification on Plans 2 1/2"Longitudinal Brace Prying Factor Brace Type Lateral[ ] Longitudinal[X] 4-Way[ ] Sprinkler System Load Calculation (Fpw=CpWp) Cp= . _ 0.515 Diameter Type Length Total Length Weight Per Unit Length Total Weight 2.5"(65 mm) l Sch. 10 180 ft(24.4 m) 80 ft(24.4 m) 5.89 lb/ft(8.77 kg/m) 471 lbs(214 kg) Subtotal Weight 471 lbs(214 kg) Wp(incl. 15%) 542 lbs(246 kg) Main Size Type/Sch. Spacing(ft) f Total(Fpw) 279 lbs(127 kg) 2.5" Sch.10 80 Maximum Fpw per 9.3.5.5.2(if applicable) N/A fTOLBrace"Version 81 Use of TOLBraceTM is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculation Hampton St.Apts. Job#31-1587 7007 SW Hampton Street s Brace Identification 2 1/2"Longitudinal Brace Ptmeling �usess.° Brace Type(Per NFPA#13) NFPA Type A Braced Pipe(ft) 2.5"Sch.10 Steel Pipe Spacing of Brace 80'0"(24.38 m) Orientation of Brace Longitudinal Bracing Material 1"Sch.40 Maximum Brace Length 7'0"(2.13 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 30° Type of Fastener KCS-WF Length of Fastener 3/4" Summary of Pipe within Zone of Influence 2.5"Sch.10 Steel Pipe(63.5 mm) 180 ft(24.4 m) G-Factor Used 0.515 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 279 lbs(127 kg) Material Capacity 926 lbs(420 kg) Fastener Capacity 7760 lbs(3520 kg) Fig.4L Clamp 1007 lbs(457 kg) Fig.980- 1/2"Universal Swivel 1050 lbs(476 kg) Structural Member PT Concrete Deck Calculations prepared by Jacob Trenda *The description of the Structural Member is for informational purposes only. TOLBraceTM software calculates the brace assembly only,not the structure it is attached to. Calculated with TOLBracen"8 Visit us at www.tolco.com TOLBraceTM Seismic Bracing Calculations �e�-° NROte �,�G NFF,p`r�o Contractor: Patriot Fire Protection,Inc. W y Project Address: Hampton St.Apts. Address: 4708 NE Minehaha 13.898PE Vancouver,WA 98661 �'` 1.e— 7007 SW Ham ton Street • GON P .._ ._ Phone: 360-699-4403 O eb �9g$ '< Tigard, Oregon Licence: PATRIFP099CF �L/0� ESS • 76, �� Job#31-1587 Calculations based on 2016 NFPA Pamphlet#13 !EXPIRES:o /ao/a3I Brace Information TOLCOTM Brace Components Maximum Brace Len th 7'o° 2.134 m TOLCOTM Component Listed Load Adjusted Load 9 ( .._ Diameter of Brace 1" Fig. 1001 Clamp 2015 lbs(914 kg) 1007 lbs(457 kg) Fig.980-1/2"Universal Swive 2100 lbs(953 kg) 1050 lbs(476 kg) Type of Brace Sch 40 See Fastener Information Angle of Brace 30° Min. *Calculation Based on CONCENTRIC Loading *Please Note:These calculations are for TOLCON components only.Use of any other components voids these calculations and the listing of the assembly. Least Rad.of Gyration 0.42"(11 mm) Seismic Brace Assembly Detail UR Value 200 Max Horizontal Load 926 lbs 420 k _..._._� �. .g] TOLCO FIG. 980 UNIVERSAL SWAY BRACE ATTACH M ENT Fastener Information STEEL PIPE it Orientation to Connecting Surface NFPA Type A r:` i.� Fastener Type KSC-WF I-- �.♦'. Diameter Length 3/4" TOLCO FIG. 1001 `'t/% FAST CLAMP . � Maximum Load � 3520 lbs(1597 k • Brace Identification on Plans 4"Lateral Brace Prying Factor Brace Type Lateral[X] Longitudinal[ ] 4-Way[ ] Sprinkler System Load Calculation (Fpw= CpWp) Cp= .0.515mm_ Diameter Type I Length Total Length Weight Per Unit Length Total Weight 4"(100 mm) Sch.40 40 ft(12.2 m) 40 ft(12.2 m) 16.4 lb/ft(24.41 kg/m) 656 lbs(298 kg) 1.25"(32 mm) Sch.40 204 ft(62.2 m) 204 ft(62.2 m) 2.93 lb/ft(4.36 kg/m) 598 lbs(271 kg) Subtotal Weight 1254 lbs(569 kg) Wp(incl. 15%) 1442 lbs(654 kg) Main Size Type/Sch. Spacing(ft) I Total(Fpw) 743 lbs(337 kg) 4" Sch.40 40Maximum Fpw per 9.3.5.5.2(if applicable) 1402 lb(635 kg) fTOLBraceTM Version 81 Use of TOLBracen"Is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculation Hampton St.Apts. Job#31-1587 7007 SW Hampton Street Ibta * Warkiwide Brace Identification 4"Lateral Brace "" ` ` Brace Type(Per NFPA#13) NFPA Type A Braced Pipe(ft) 4"Sch.40 Steel Pipe Spacing of Brace 40'0"(12.19 m) Orientation of Brace Lateral Bracing Material 1"Sch.40 Maximum Brace Length 7'0"(2.13 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 30° Type of Fastener KSC-WF Length of Fastener 3/4" Summary of Pipe within Zone of Influence 4"Sch.40 Steel Pipe(101.6 mm) 40 ft(12.2 m) 1.25"Sch.40 Steel Pipe(31.75 mm) 204 ft(62.2 m) G-Factor Used 0.515 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 743 lbs(337 kg) Material Capacity 926 lbs(420 kg) Fastener Capacity 7760 lbs(3520 kg) Fig. 1001 Clamp 1007 lbs(457 kg) Fig.980- 1/2"Universal Swivel 1050 lbs(476 kg) Structural Member PT Concrete Deck Calculations prepared by Jacob Trenda *The description of the Structural Member is for informational purposes only. TOLBracen"software calculates the brace assembly only,not the structure it is attached to. Calculated with TOLBrace,8 Visit us at www.tolco.com TOLBraceTM Seismic Bracing Calculations ',y 0 P R°' \ _,G 1 N ct. s g tPi Contractor: Patriot Fire Protection,Inc. RuCa Oy Project Address: Hampton St.Apts. Address: 4708 NE Minehaha 13.e98PE ;� — Vancouver,WA 98661 ~lih' '-4 ° ^^ 7007 SW Hampton Street •• GON Phone: 360-699-4403 O e6 Oct' k Tigard, Oregon Licence: PATRIFP099CF �L/0 76,1� c��fi� _- __ J. GES Job#31-1587 Calculations based on 2016 NFPA Pamphlet#13 I EXPIRES:00423 I Brace Information TOLCOTM Brace Components Maximum Brace Length ?'o°(2.134m TOLCOTM Component Listed Load Adjusted Load . ..� Diameter of Brace 1" Fig.4L Clamp 2015 lbs(914 kg) 1007 lbs(457 kg) Fig.980-1/2"Universal SWiVE 2100 lbs(953 kg) 1050 lbs(476 kg) Type of Brace Sch.40 See Fastener Information Angle of Brace 30° Min. *Calculation Based on CONCENTRIC Loading *Please Note:These calculations are for TOLCOTM'components only.Use of any other components voids these calculations and the listing of the assembly. Least Rad.of Gyration 0.42"(11 mm) Seismic Brace Assembly Detail UR Value 200 Max Horizontal Load 926 lbs 420 k TOLCO FIG. 980 (42 .g.L, �_ UNIVERSAL SWAY BRACE ATTACHMENT ;i STEEL PIPE %' ��, Fastener Information ; Orientation to Connecting Surface NFPA Type A Fastener ®e Jr Type KCS-WF TOLCO FIG. 4L _. __ , _ PIPE CLAMP FOR Diameter SWAY BRACING j i 1/2" Length 3/4 j Maximum Load 3520 lbs 1597 Brace Identification on Plans 4"Longitudinal Brace Prying Factor Brace Type Lateral[ ] Longitudinal[X] 4-Way[ ] Sprinkler System Load Calculation (Fpw=CpWp) Cp= 0.515 Diameter Type Length Total Length Weight Per Unit Length Total Weight 4"(100 mm) Sch.40 180 ft(24.4 m) 80 ft(24.4 m) 16.4 lb/ft(24.41 kg/m) 1312 lbs(595 kg) Subtotal Weight 1312 lbs(595 kg) Wp(incl. 15%) 1509 lbs(684 kg) Main Size Type/Sch. Spacing(ft) f Total(Fpw) 777 lbs(352 kg) 4" Sch.40 80 Maximum Fpw per 9.3.5.5.2(if applicable) N/A (TOLBraceTM Version 8) Use of TOLBraceTM Is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculation Hampton St.Apts. Job#31-1587 7007 SW Hampton Street i Piawering Business ' Brace Identification 4" Longitudinal Brace Brace Type(Per NFPA#13) NFPA Type A Braced Pipe(ft) 4"Sch.40 Steel Pipe Spacing of Brace 80'0"(24.38 m) Orientation of Brace Longitudinal Bracing Material 1"Sch.40 Maximum Brace Length 7'0"(2.13 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 30° Type of Fastener KCS-WF Length of Fastener 3/4" Summary of Pipe within Zone of Influence 4"Sch.40 Steel Pipe(101.6 mm) 80 ft(24.4 m) G-Factor Used 0.515 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 777 lbs(352 kg) Material Capacity 926 lbs(420 kg) Fastener Capacity 7760 lbs(3520 kg) Fig.4L Clamp 1007 lbs(457 kg) Fig.980-1/2" Universal Swivel 1050 lbs(476 kg) Structural Member PT Concrete Deck Calculations prepared by Jacob Trenda *The description of the Structural Member is for informational purposes only. TOLBracen"software calculates the brace assembly only,not the structure it is attached to. Calculated with TOLBraceTM 8 Visit us at www.toico.com TOLBraceTM Seismic Bracing Calculations ���ci PRop `c ‘,G1NER s011 Contractor: Patriot Fire Protection,Inc. �0 Project Address: Hampton_St.Apts. _ Address: 4708 NE Minehaha f S.B98PE Wh'Vancouver,WA 98661 '~ '�4 ''a^ 7007 SW Hampton Street • GON Phone: 360-699.4403 O e6 g0 & Tigard, Oregon / Licence: PATRIFP099CF it, J. GES' 16,�q 5�Q- Job#31-1587 Calculations based on 2016 NFPA Pamphlet#13 !EXPIRES:OL jao/23 , Brace Information TOLCOTM Brace Components Maximum Brace Length ?'o" 2.134 m TOLCOTM Component Listed Load Adjusted Load )... ( 13 _ Diameter of Brace 1" Fig. 1001 Clamp 2015 lbs(914 kg) 1007 lbs(457 kg) Fig.980-1/2"Universal Swive 2100 lbs(953 kg) 1050 lbs(476 kg) Type of Brace Sch 40 See Fastener Information Angle of Brace 30°Min. *Calculation Based on CONCENTRIC Loading *Please Note:These calculations are for TOLCOIM components only.Use of any other components voids these calculations and the listing of the assembly. Least Rad.of Gyration 0.42"(11 mm) Seismic Brace Assembly Detail L/R Value 200 Max Horizontal Load 926 lbs kg) TOLCO FIG. 98 UNIVERSAL SWAY BRACE ATTACH M ENT Fastener Information 40 STEEL PIPE Orientation to Connecting Surface NFPA TypeA ,,,:de _ .. Fastener .," • «fi , Type KSC-WF *----- )!%" Diameter 1/2" /. </ Length 3/4. TOLCO FIG. 1001 �!P ,'y FAST CLAMP �� Maximum Load 4• 3520 lbs(1597 k Brace Identification on Plans 6"Lateral Brace Prying Factor Brace Type Lateral[X] Longitudinal[ ] 4-Way[ ] Sprinkler System Load Calculation (Fpw= CpWp) Cp= 0.515 Diameter Type Length Total Length Weight Per Unit Length Total Weight 6"(150 mm) Sch. 10 40 ft(12.2 m) 40 ft(12.2 m) 23.03 lb/ft(34.27 kg/m) 921 lbs(418 kg) Subtotal Weight 921 lbs(418 kg) Wp(incl. 15%) 1059 lbs(480 kg) Main Size Type/Sch. Spacing(ft) I Total(Fpw) 545 lbs(247 kg) 6" Sch.10 ao Maximum Fpw per 9.3.5.5.2(if applicable) 1900 lb(861 kg) (TOLBraceTM Version 8} Use of TOLBracem is subject to terms and conditions per the end user license agreement • TOLBraceTM Seismic Calculation Hampton St.Apts. Job#31-1587 7007 SW Hampton Street flowing Warkiwtde Brace Identification 6"Lateral Brace Brace Type(Per NFPA#13) NFPA Type A Braced Pipe(ft) 6"Sch.10 Steel Pipe Spacing of Brace 40'0"(12.19 m) Orientation of Brace Lateral Bracing Material 1"Sch.40 Maximum Brace Length 7'0"(2.13 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 30° Type of Fastener KSC-WF Length of Fastener 3/4" Summary of Pipe within Zone of Influence 6"Sch.10 Steel Pipe(152.4 mm) 140 ft(12.2 m) G-Factor Used 0.515 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 546 lbs(248 kg) Material Capacity 926 lbs (420 kg) Fastener Capacity 7760 lbs(3520 kg) Fig. 1001 Clamp 1007 lbs(457 kg) Fig.980- 1/2"Universal Swivel 1050 lbs(476 kg) Structural Member PT Concrete Deck Calculations prepared by Jacob Trenda The description of the Structural Member is for informational purposes only. TOLBracen"software calculates the brace assembly only,not the structure it is attached to. Calculated with TOLBrac&"8 Visit us at www.tolco.com TOLBraceTM Seismic Bracing Calculations ? PROFF c, _,GINEF ss, Contractor: Patriot Fire Protection,Inc. R O Project Address: Hampton St.Apts. Address: 4708 NE Minehaha e f 3,898PE Vancouver,WA 98661 ~ • GON 7007 SW Hampton Street Phone: 360-699-4403 p °6 �e ,t Tigard, Ore on Licence: PATRIFP099CF -9�/0 - 16,�q ��Q- � J. GES Job#31-1587 Calculations based on 2016 NFPA Pamphlet#13 EX.PIRES:OG7ao/Z3 Brace Information TOLCOTM Brace Components Maximum Brace Len th ?'o"(2.134 m) TOLCOTM Component Listed Load Adjusted Load 9 Diameter of Brace 1" Fig.4L Clamp 2000 lbs(907 kg) 1414 lbs(641 kg) Fig.980-1/2"Universal SwivE 2100 lbs(953 kg) 1485 lbs(674 kg) Type of Brace Sch.40 — -- See Fastener Information Angle of Brace 45°Min. *Calculation Based on CONCENTRIC Loading *Please Note:These calculations are for TOLCOTM,components only.Use of any Least Rad.of G ration 0.42"(111 mm other components voids these calculations and the listing of the assembly. Y _... UR Value 200 Seismic Brace Assembly Detail Max Horizontal Load 1310 Ibs 594 k TOLCO FIG. 98 0 -.-- 10 lb. ( kg) UNIVERSAL SWAY BRACE ATTACHMENT , Fastener Information STEEL PIPE ,'' , .�' Orientation to Connecting Surface NFPA Type B , Fastener ti Type KCS-WF TOLCO FIG. 4L .r© PIPE CLAMP FOR ____ — Diameter 1/2" SWAY BRACING Length 1 3/4" % , Maximum Load 3520 Ibs11597 k9� miii Brace Identification on Plans 6"Longitudinal Brace Prying Factor _.. BraCe Type Lateral[ ] Longitudinal[X] 4-Way[ ] Sprinkler System Load Calculation (Fpw=CpWp) Cp= _ 0.515 Diameter Type Length Total Length Weight Per Unit Length Total Weight 6"(150 mm) Sch. 10 80 ft(24.4 m) 80 ft(24.4 m) 23.03 lb/ft(34.27 kg/m) 1842 lbs(836 kg) Subtotal Weight 1842 lbs(836 kg) Main Size Type/Sch. Spacing(ft) Wp(incl. 15%) 2118 lbs(961 kg) 6" Sch.10 Total(Fpw) 1091 lbs(495 kg) eo Maximum Fpw per 9.3.5.5.2(if applicable) N/A ITOLBraceT"Version 8} Use of TOLBraceT"Is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculation Hampton St.Apts. Job#31-1587 7007 SW Hampton Street FA.N Brace Identification 6"Longitudinal Brace srrn Brace Type(Per NFPA#13) NFPA Type B Braced Pipe(ft) 6"Sch.10 Steel Pipe Spacing of Brace 80'0"(24.38 m) Orientation of Brace Longitudinal Bracing Material 1"Sch.40 Maximum Brace Length 7'0"(2.13 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 45° Type of Fastener KCS-WF Length of Fastener 3/4" Summary of Pipe within Zone of Influence 6"Sch.10 Steel Pipe(152.4 mm) 80 ft(24.4 m) G-Factor Used 0.515 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 1091 lbs(495 kg) Material Capacity 1310 lbs(594 kg) Fastener Capacity 3520 lbs(1597 kg) Fig.4L Clamp 1414 lbs(641 kg) Fig.980-1/2" Universal Swivel 1485 lbs(674 kg) Structural Member PT Concrete Deck Calculations prepared by Jacob Trenda The description of the Structural Member is for informational purposes only. TOLBraceN software calculates the brace assembly only,not the structure it is attached to. Calculated with TOLBraceTM 8 Visit us at www.tolco.com OFFICE COPY PATRIOT 4708 NE MINNEHAHA ST E PROTECTION VANCOUVER,WA 98661 TEL(360)699-4403 FAX(360)699-4485 Fire Protection .` Li Material Submittal 3 OF TIGARD 4UWING e S1 N for Apts . Ham ton St. p Tigard , OR for LMC Construction Tualatin , OR PATRIOT Job #31 - 1587 PROTECTION TACOMA,WA OFFICE www atriotfire.corn SPOKANE,WA OFFICE TEL(253)926-2290 PATRIFP099CF TEL(509)926-3428 FAX(253)922 6150 FAX(509)926-3708 PATRIOT 4708 NE MINNEHAHA ST VANCOUVER,WA 98661 FIRE PROTECTION TEL(360)699-4403 FAX(360)699-4485 EQUIPMENT SUBMITTAL Hampton St. Apts. Tigard, OR Patriot Fire Protection Inc.Job#31-1587 ITEM MANF. MODEL SIZE COMMENTS *** SPRINKLERS *** KRes49 Recessed Pendent Reliable R3596 1/2" White, 165 deg. F1FR56 QR Pendent Sprinkler Reliable RA1414 1/2" White,155 deg. VK950 QR Uprights Viking VK950 1/2" Bronze,155 deg. J112 Upright Sprinkler Reliable RA7326 3/4" Bronze, 155 deg. F3QR56 Dry Heads Reliable R5734 1" Chrome, 200 deg. *** VALVES *** Backflow Device Zum 350ASTDA 6" FDC Potter Roemer 5740 4" Dry Pipe Valve Reliable Model FX 4" Butterfly Valve Reliable 300GT 2.5"-4" w/Tamper Switch Residential Riser Reliable CR 2 1/2" Check Valve Reliable G 1 1/2" -4" Ball Valve Central Sprinkler F19 Pressure Reducing Hose Valve Wilkins ZW4000G 2 1/2" w/Cap& Chain Post Indicator Butterfly Valve Nibco GD-4765-8WP 4" Roof Manifold Potter Roemer 5876 4" *** PIPE &FITTINGS*** Pipe: Steel State Pipe Sch. 10/40 1" thru 6" or equal Pipe: CPVC Tyco BlazeMaster 1" -2" or equal Grooved Fittings Star Pipe Products Varies 1 1/4" -6" or equal *** ELECTRICAL DEVICES *** Flow Switch Potter Electric VSR As req'd. Electric Bell System Sensor SSV120-10 10" or equal, 120 V 115 wit/16.8 amps *** HANGERS *** Ring Hanger Tolco 200 As req'd. or equal CPVC Hangers Afcon As req'd. Seismic Bracing Tolco Varies 1" ***MISC. EQUIPMENT*** Fire Caulk Hilti FS-One N/A TACOMA,WA OFFICE www.patriotfire.com SPOKANE,WA OFFICE TEL(253)926-2290 PATRIFP099CF TEL(509)926-3428 FAX(253)922-6150 FAX(509)926-3708 Bulletin 935 March 2022 MI mieliabit Model KRes Series Fusible Link Residential Sprinklers For NFPA 13,NFPA 13R,and NFPA 13D Applications cULus Listed Features • cULus Listed Residential Sprinklers „.. • Available in pendent and horizontal sidewall orientations • Decorative recessed escutcheons available ) Product Description Model KRes Series sprinklers are residential pendent and horizontal sidewall sprinklers with a fusible link operating element. KRes30 Recessed Pendent KRes49 Recessed Pendent A variety of K-Factors and recessed finish options are available as detailed in this Bulletin. The KRes Series sprinklers are specially engineered for fast , thermal response to meet the requirements of UL 1626.They are ,,---, intended for installation in accordance with NFPA 13, 13R,and4. 13D. r Application 4 The Model KRes Series sprinklers cULus Listed Residential KRes58 Recessed Pendent KRes44 HSW Recessed sprinklers are intended for use in accordance with NFPA 13,NFPA 13R,or NFPA 13D.The Model KRes residential Horizontal Sidewall sprinklers are cULus Listed for use in residential occupancies and residential portions of any occupancy,where permitted by NFPA 13,NFPA 13R,or NFPA 13D.For NFPA 13R and NFPA 13D applications,the design flow and pressure shall not be w - .- less than the minimum flow and pressure specified in the Listed A 44- Design Criteria tables in this Bulletin.For NFPA 13 applications, the design densityshall be a minimum of 0.1 9 gpm/sf(4.1 mm/ min),but in no case shall the flow and pressure be less than the ,,..; `"' minimum flow and pressure specified in the Listed Design Criteria tables in this bulletin.Model KRes Series sprinklers are listed for use in wet systems only. KRes58 HSW Recessed KRes58 HSWX Recessed Horizontal Sidewall Horizontal Sidewall Residential Sprinkler Summary Table A S nkler Sprinkler K-Factor Model Identification Orientation Thread Size installation Options Max Coverage Area it Number(SIN) (?pin/bar 9 NPT or IS07-1 x tY(m x m) KRes30 R3591 Pendent 3.0(43) 1/2 Pendent or Recessed 16 x16(4.9 x 4.9) KRes49 R3596 Pendent 4.9(71) 1/2 Pendent or Recessed 20 x 20(6.1 x 6.1) KRes58 R3593 Pendent 5.8(84) 1/2 Pendent or Recessed 20 x 20(6.1 x 6.1) KRes44 HSW RA3591 Horizontal Sidewall 4.4(63) 1/2 Sidewall or Recessed 16 x 20(4.9 x 6.1) KRes58 HSW RA3503 Horizontal Sidewall 5.8(84) 1/2 Sidewall or Recessed 16 x 20(4.9 x 6.1) KRes 58 HSWX RA3593 Horizontal Sidewall 5.8(84) 1/2 Sidewall or Recessed 14 x 26(4.3 x 7.9) www.reliablesprinkler.com Model KRes30 SIN R3591 Technical Specifications Finishes Style:Pendent (See Table H) Threads:1/2"NPT or ISO7-1R1/2 Sensitivity Nominal K-Factor:3.0(43 metric) Max.Working Pressure:175 psi(12 bar) Fast-response Temperature Ratings 165°F(74°C) Material Specifications(Ref.Fig.7) 212°F(100°C) Thermal Sensor:Nickel Alloy fusible link Recessed Escutcheons Sprinkler Frame:Brass Alloy F2 Recessed Button:Copper Alloy Sprinkler Wrenches Sealing Assembly:Nickel Alloy with PTFE Model W2 111 Load Screw:Bronze Alloy Model W1 (recessed) Deflector:Bronze Alloy Listings and Approvals Lever:Stainless Steel cULus Strut:Stainless Steel Model KRes30 Sprinkler Drop Figure 1 2-1/4"(57mm) DIA. Face of fitting to finished 1-15/16" ceiling (49mm)DIA. 3/8"(9mm)+/- 1/4"(6mm) Ap " t� •..� �. � / I iir II) �y." /% 2-1/4 , ,np° ,, (57mm) II hi 11: 1II ( )V ttr i 1-1/2" 38mm +/- I k n. V�1, n. A 1/4"(6mm) L1-1/8" 2-7/8"(72mm)DIA. (28mm) Dimensions F2 Recessed Escutcheon Installation Model KRes30 Sprinkler Hydraulic Design Criteria Table B Minimum Flow and Residual Pressure Max.Coverage Area Flow GPM Pressure Deflector to Ceiling Distance ft.x ft(m x m) (Umin) PSI(bar) 12 x 12(3.6 x 3.6) 8(30.3) 7(0.48) General 1 to 4 inches (25 to 100mm) 14 x 14(4.3 x 4.3) 10(37.8) 11 (0.76) F2 Escutcheon 1-1/4 to 1-3/4 inches 16 x 16(4.9 x 4.9) 13(49) 18.8(1.3) (31.7 to 44.4 mm) Bulletin 935 Page 2 of 9 March 2022 ni-irara www.reliablesprinkler.com Model KRes49 SIN R3596 Technical Specifications Finishes Style:Pendent (See Table H) Threads:1/2"NPT or ISO7-1R1/2 Sensitivity Nominal K-Factor:4.9(71 metric) Fast-response -- Max.Working Pressure:175 psi(12 bar) , Temperature Ratings 165°F(74°C) Material Specifications(Ref.Fig.7) 212°F(100°C) n Thermal Sensor:Nickel Alloy fusible link Recessed Escutcheons , Sprinkler Frame:Brass Alloy F2 Recessed Button:Copper Alloy Sprinkler Wrenches Sealing Assembly:Nickel Alloy with PTFE Model W2 Load Screw:Bronze Alloy Model W 1 (recessed) Deflector:Bronze Alloy Lever:Stainless Steel Listings and Approvals Strut:Stainless Steel cULus ^' Model KRes49 Sprinkler Drop Figure 2 .._2-1/4"(57mm) DIA. Face of fitting to finished 1-15/16" ceiling (49mm)DIA, 3/8"(9mm)+/- 1/4"(6mm) Ai IIIPKYAIIIIik r A ,6-------.1Elk . llliii (57mm) ILii id (I) � 1-1/2' ji) .. r 8mm)+/- ;�, .n. /iii.1111 ,�) • l�/ 1/4"(6mm) 4111 L..._ 1-1/4" 2-7/8" 72mm DIA. (32mm) ( ) Dimensions F2 Recessed Escutcheon Installation Model KRes49 Sprinkler Hydraulic Design Criteria Table C Minimum Flow and Residual Pressure Ordinary Temp.Rating Intermediate Temp.Rating Max.Coverage Area (165°F/74°C) (212°F/100°C) Deflector to ft.x ft.(m x m) Flow Pressure Flow Pressure Ceiling Distance GPM(Umin) PSI(bar) GPM(Umin) PSI(bar) 12 x 12(3.6 x 3.6) 13(49) 7(0.48) 13(49) 7(0.48) General 1 to 4 inches 14 x 14(4.3 x 4.3) 13(49) 7(0.48) 13(49) 7(0.48) (25 to 100mm) 16 x 16(4.9 x 4.9) 13(49) 7(0.48) 15(56.8) 9.4(0.65) F2 Escutcheon 1-1/4 to 1-3/4 inches 18 x 18(5.5 x 5.5) 17(64.3) 12.0(0.83) 17(64.3) 12.0(0.83) (31.7 to 44.4 mm) 20 x 20(6.1 x 6.1) 20(75.7) 16.7(1.14) 22(83.3) 20.2(1.39) Bulletin 935 bl Page 3 of 9 l March 2022 e •a www.reliablesprinkler.com Model KRes58 SIN R3593 Technical Specifications Finishes Style:Pendent (See Table H) Threads:1/2"NPT or I807-1R1/2 Sensitivity Nominal K-Factor.5.8(84 metric) -'^-' Max.Working Pressure:175 psi(12 bar) Fast-response Temperature Ratings 165°F(74°C) Material Specifications(Ref.Fig.7) 212°F(100°C) Thermal Sensor:Nickel Alloy fusible link Recessed Escutcheons Sprinkler Frame:Brass Alloy F2 Recessed Button:Copper Alloy Sprinkler Wrenches Sealing Assembly:Nickel Alloy with PTFE Model W2 Load Screw:Bronze Alloy Model W1(recessed) Deflector:Bronze Alloy Lever:Stainless Steel Listings and Approvals AM Strut:Stainless Steel cULus Model KRes58 Sprinkler Drop Figure 3 -._2-1/4"(57mm) DIA. Face of fitting to finished 1-15/16" ceiling (49mm)DIA. 3/8"(9mm)+/- 1/4"(6mm) r ji LLII-_ _ ir .._ . a:, li tr 2-1/4" 1' s :I� ilti�;I:a>. ...111. -ink i 1- (57mm) hi rar ill (Ill rrn.. i ) �� ,n. I°" kV Ti. �°I 1-1/2"(38mm +/- L._ 1-1/4" I 72mm 2-7/8" DIA. (32mm) ( ) Dimensions F2 Recessed Escutcheon Installation Model KRes58 Sprinkler Hydraulic Design Criteria Table D Minimum Flow and Residual Pressure Ordinary Intermediate Max.Coverage Area Temp.Rating Temp.Rating Deflector to ft.x ft. m x m (165°F/74°C) (212°F/100°C) ( Flow Pressure Flow Pressure Ceiling Distance GPM(Umin) PSI(bar) GPM(Umin) PSI(bar) 12 x 12(3.6 x 3.6) 16(61) 7.6(0.53) 16(61) 7.6(0.53) 14 x 14(4.3 x 4.3) 16(61) 7.6(0.53) 16(61) 7.6(0.53) General 1 t0 4 imhes (25 to 100m ) 16 x 16(4.9 x 4.9) 16(61) 7.6(0.53) 17(64.3) 8.6(0.59) F2 Escutcheon 18 x 18(5.5 x 5.5) 19(72) 10.8(0.75) 19(72) 10.8(0.75) 1-1/4 to 1-3/4 inches 20 x 20(6.1 x 6.1) 22(83.3) 14.4(1.0) 23(87.1) 15.7(1.08) (31.7 to 44.4 mm) Bulletin 935 Page 4 of 9 March 2022 Reliable www.reliablesprinkler.com Model KRes44 HSW SIN RA3591 Technical Specifications Finishes Style:Horizontal Sidewall (See Table H) Threads:1/2"NPT or lS07-1R1/2 Sensitivity Nominal K-Factor:4.4(63 metric) Fast-response Max.Working Pressure:175 psi(12 bar) Temperature Ratings 165°F(74°C) Material Specifications(Ref.Fig.7) Recessed Escutcheons Thermal Sensor Nickel Alloy fusible link F2 Recessed • Sprinkler Frame:Brass Alloy Sprinkler Wrenches Button:Copper Alloy Model W2 Sealing Assembly:Nickel Alloy with PTFE Model W1 (recessed) Load Screw:Bronze Alloy Listings and Approvals Deflector:Bronze Alloy g pp Lever:Stainless Steel cULus Strut:Stainless Steel Model KRes44 HSW/F2 Figure 4 1.3/4"(44mm) Face of fitting 3/8'(9mm) +/-1/4'(6mm) to finished wall +/-1/4"(6mm) %1 1 2-1/2'(64mm) 14 MI cI �, = DmiA DIA � (100 to 150 mm)or 6"to 12' (150 to 300 mm)Based on 5/16" iiipir------J � Flow&Pressure Selection (8mm) %f 40 Dimensions F2 Recessed Escutcheon Installation Model KRes44 HSW/F2 Sprinkler Hydraulic Design Criteria Table E Minimum Flow and Residual Pressure Ordinary Temp.Rating Max.Coverage Area (165°F/74°C) Deflector to ft.x ft.(m x m) Flow Pressure Ceiling Distance GPM(Umin) PSI(bar) 12 x 12(3.6 x 3.6) 12(45.4) 7.5(0.52) 14 x 14(4.3 x 4.3) 14(53.0) 10.2(0.71) 16 x 16(4.9 x 4.9) 16(60.6) 13.3(0.92) 4 to 6 inches 16 x 18(4.9 x 5.5) 18(68.1) 16.8(1.16) (100 to 150mm) 18 x 18(5.5 x 5.5) 20(75.7) 20.7(1.43) 16 x 20(4.9 x 6.1) 23(87.1) 27.4(1.89) 12 x 12(3.6 x 3,6) 14(53.0) 10.2(0.71) 14 x 14(4.3 x 4.3) 16(60.6) 13.3(0.92) 16 x 16(4.9 x 4.9) 17(64.4) 15.0(1.04) 6 to 12 inches 16 x 18(4.9 x 5.5) 20(75.7) 20.7(1.43) (150 to 300 mm) 16 x 20(4.9 x 6.1) 23(87.1) 27.4(1.89) Bulletin 935 .,t Page 5 of 9 March 2022 ee •ab www.reliablesprinkler.com Model KRes58 HSW SIN RA3503 Technical Specifications Finishes Style:Horizontal Sidewall (See Table H) Threads:1/2"NPT or IS07-1R1/2 Sensitivity Nominal K-Factor:5.8(84 metric) Fast-response Max.Working Pressure:175 psi(12 bar) Temperature Ratings 165°F(74°C) Material Specifications(Ref.Fig.7) Recessed Escutcheons .. t" Thermal Sensor:Nickel Alloy fusible link F2 Recessed Sprinkler Frame:Brass Alloy Sprinkler Wrenches ' i;;;s , n*_ f Button:Copper Alloy Model W2 Sealing Assembly:Nickel Alloy with PTFE Model W 1 (recessed) Load Screw:Bronze Alloy Deflector:Bronze Alloy Listings and Approvals Lever:Stainless Steel cULus Strut:Stainless Steel Model KRes58 HSW/F2 Figure 5 1-3/4"(44mm) Face of fitting 3/8"(9mm) +/-1/4"(6mm) to finished wall +/-1/4"(6mm) Pr 2-1/2"(64mm) 0 4 i1 ME 2-1/4" 1-15/16" Top of Deflector Down from ([[I�IIIIIIII � r^1 Ceiling to be Either 4"to 6" (!III�!I��II -� I ( DIA. ) (4DIA. ) : (100 to 150 mm)or 6"to 12" (150 to 300 mm)Based on 5/16° 1111V4- ...-) � b Flow&Pressure Selection (8mm) 1 I Dimensions F2 Recessed Escutcheon Installation Model KRes58 HSW/F2 Sprinkler Hydraulic Design Criteria Table F Minimum Flow and Residual Pressure Max.Coverage Area Ordinary Temp.Rating(165°F/74°C) Flow GPM Pressure Deflector to ft.x ft.(m x m) Ceiling Distance (Umin) PSI(bar) 12 x 12(3.6 x 3.6) 16(60.6) 7.6(0.53) 14 x 14(4.3 x 4.3) 18(68.2) 9.7(0.69) 16 x 16(4.9 x 4.9) 21 (79.5) 13.2(0.91) 4 150 6im (100 tomm) 16 x 18(4.9 x 5.5) 25(94.7) 18.6(1.28) 16 x 20(4.9 x 6.1) 29(109.8) 25(1.73) 12 x 12(3.6 x 3.6) 22(83.3) 14.4(1.0) 14 x 14(4.3 x 4.3) 22(83.3) 14.4(1.0) 16 x 16(4.9 x 4.9) 26(98.4) 20.1 (1.39) 6 to 12 inches 16 x 18(4.9 x 5.5) 31 (117.4) 28.6(1.97) (150to300mm) 16 x 20(4.9 x 6.1) 33(124.9) 32(2.21) Bulletin 935 Page 6 of 9 March 2022 Rel•abl www.reliablesprinkler.com Model KRes58 HSWX Residential Sprinkler SIN RA3593 Technical Specifications Finishes Style:Horizontal Sidewall (See Table H) Threads:1/2"NPT or IS07-1 R1/2 Sensitivity Nominal K-Factor:5.8(84 metric) Fast-response Max.Working Pressure:175 psi(12 bar) Temperature Ratings 165°F(74°C) e #k Material Specifications(Ref.Fig.7) Recessed Escutcheons i i ,I, . _ Thermal Sensor.Nickel Alloy fusible link F2 Recessed .. ' Sprinkler Frame:Brass Alloy Sprinkler Wrenches Button:Copper Alloy Model W2 Sealing Assembly:Nickel Alloy with PTFE Model W1 (recessed) Load Screw:Bronze Alloy Deflector:Bronze Alloy Listings and Approvals Lever:Stainless Steel cULus Strut:Stainless Steel Model KRes58 HSWX Sprinkler Components and Dimensions Figure 6 2-1/4"(57mm) Face of fitting 3/8"(9mm) +/-1/4'(6mm) to finished wall +/-1/4"(6mm) 1% I 3"(76mm) 14 1 i — Top of Deflector Down From 1 ll ,k �� 2-1/4' 1-15/16" 1T---- Ceiling to be Either 4"to 6' f 11I I -� li (57mm) (49mm) . (100 to 150 mm)or 6"to 12' I! + DIA. DIA. rii.:- ‘,. (150 to 300 mm)Based on El 5/16" 1irsil b Flow&Pressure Selection (8mm) I Dimensions F2 Recessed Escutcheon Installation Model KRes58 HSWX Sprinkler Hydraulic Design Criteria Table G Minimum Flow and Residual Pressure Max.Coverage Area Flow Pressure Deflector to ft.x ft.(m x m) gpm(I/min) psi(bar) Ceiling Distance 18 x 20(5.5 x 6.1) 29(109) 25(1.72) 20 x 20(6.1 x 6.1) 30(114) 26.8(1.85) 16 x 22(4.9 x 6.7) 33 (125) 32.4(2.23) 4 to 6 inches (100 to 150 mm) 16 x 24(4.9 x 7.3) 38(144) 42.9(2.96) 14 x 26(4.3 x 7.9) 42(160) 52.4(3.75) 18x20(5.5x6.1) 35(133) 36.4(2.5) 16 x 22(4.9 x 6.7) 38(144) 42.9(2.96) 6 to 12 inches 16 x 24(4.9 x 7.3) 42(160) 52.4(3.6) (150 to 300 mm) 14 x 26(4.3 x 7.9) 46(174) 62.9(4.34) Note:For coverage area dimensions less than or between those listed above,use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. Bulletin 935 Page 7 of 9 Rell March 2022 a SE" www.reliablesprinkleccom Finishes Table H Standard Finishes Special Application Finishes Sprinkler' F2 Escutcheon Sprinkler* F2 Escutcheon Bronze Brass Bright Brass Bright Brass Chrome Plated Chrome Plated Dull Chrome Dull Chrome White Polyester White Polyester Black Polyester Black Polyester Custom Color Polyester Custom Color Polyester Electroless Nickel PTFE -- *Note:Paint or any other coating applied over the factory finish will void all approvals and warranties. Components Figure 7 Threads Wrench Flat ;� Thermal Olt! �» it Button&Sealing Assembly Sensor �.'��� ^_I Ir Frame V! Strut& Lever Model W2 � ie Deflector �, �/'% Load Screw Model W1 Maintenance Components Reliable Model KRes Sprinklers should be inspected and the sprinkler system maintained in accordance with NFPA 25,13, Note: Deflector varies by model 13D,and 13R,as well as the requirements of any Authorities Having Jurisdiction. Installation Prior to installation,sprinklers should remain in the original Models KRes fire sprinklers are to be installed in accordance cartons and packaging until used.This will minimize the potential for damage to sprinklers that could cause improper operation or with NFPA 13, 13D,or 13R and as shown in this bulletin. For recessed installations,the Model F2 recessed escutcheon is the non-operation. only escutcheon to be used with the KRes sprinklers. Use of any Do not clean sprinklers with soap and water,ammonia liquid or other recessed escutcheon will void approvals and warranties. any other cleaning fluids.Remove dust by gentle vacuuming For installing Model KRes sprinklers,use only the Model W2 without touching the sprinkler. sprinkler Wrench;for installing Models KRes Recessed Pendent and Sidewall sprinklers use only the Model W1 sprinkler wrench. Replace any sprinkler which has been painted(other than factory Use of wrenches other than those specified may damage these applied)or damaged. sprinklers. A stock of spare sprinklers should be maintained to allow quick Installation of KRes sprinklers in a wall or ceiling will require a hole replacement of damaged or operated sprinklers. diameter of 2-1/4"(57 mm)for F2 recessed escutcheons. Failure to properly maintain sprinklers may result in inadvertent operation or non-operation during a fire event. Install KRes HSW sprinklers with a ceiling to deflector distance that complies with the hydraulic design criteria tables in this bul- letin.The flow arrow on deflector must point away from near wall and"Top"marking must face the ceiling. A'leak tight"sprinkler joint can be obtained with a torque of 8-18 ft-lbs(11—24 N•m). Do not tighten sprinklers over maximum recommended torque. This may cause leakage or impairment of the sprinklers. Bulletin 935 Page 8 of 9 March 2022 e1 a www.reliablesprinkler.com Listings&Approvals Listed by Underwriters Laboratories Inc.and UL Certified for Canada(cULus) Guarantee For Reliable Automatic Sprinkler Company guarantee,terms,and conditions,visit www.reliablesprinkler.com. Patents For patents applicable to products contained in this technical bulletin,please visit www.r-s.co Ordering Information Specify the following when ordering: Sprinkler • Model(See Table A) • Temperature Rating • Threads(NPT or IS07-1) • Finish(See Table H) Escutcheon • Model F2 Recessed • Finish(See Table H) Note:A variety of surface mount escutcheons are also available; please refer to Reliable Technical Bulletin 204. Sprinkler Wrench • Model W2(Pendent and HSW) • W1 (Recessed and Concealed) co v 0 C) am am rn rn rn z a Bulletin 935 Page 9 of 9 March 2022 Re_ www.reliablesprinkler.com Bulletin 074 October 2022 Reilabit Fl FR56 Series Quick Response Sprinklers K-factor 5.6(80) Features • Standard coverage quick-response sprinklers • Upright,pendent,horizontal sidewall,and vertical sidewall • deflectors1111 • Low profile,compact design • Available in a wide variety of finishes Product Description Model Fl FR56 Pendent Model Fl FR56 Upright Reliable Model Fl FR56 series sprinklers are quick-response standard spray automatic fire sprinklers utilizing a sensitive 3.0 :.. mm glass bulb thermal element. Pendent and horizontal sidewall sprinklers may be installed exposed or surface mounted using escutcheons such as the ti Reliable Models B,C,or HB(reference Technical Bulletin 204). When installed recessed or concealed,the Model Fl FR56 series sprinklers are specifically listed with and may only be installed with listed Reliable escutcheons and cover plates. Refer to the Model Fl FR56 Vertical Sidewall Model Fl FR56 technical information on the following pages for specific listings Horizontal Sidewall for recessed and concealed installations and refer to Figures 5 and 6 for dimensional information. Note:Not all versions of the product are shown. When fitted with an approved water shield,these sprinklers may considered intermediate sprinklers for use in racks,below grated walkways,and other areas where intermediate level sprinklers are required. Note:This bulletin may contain information on New and Legacy Table A provides a summary of the approvals and availability of sprinklers that reflects a dimensional change only.Sprinkler Iden- specific Model Fl FR series sprinkler configurations.Additional tification Number(SIN),application,performance,and listings/ approval are not otherwise affected.Sprinklers with New frames technical information for each sprinkler model is provided on the will include the suffix"N"in the order. following pages. Fl FR Series Sprinklers Summary Table A Sprinkler K-Factor gpm/psi'"2 Max.Working Pressure Sprinkler Model (Ipm/bar'n) Orientation Listings&Approvals psi(bar) Identification Number(SIN) Upright cULus,FM,LPCB,VdS, 175(12) RA1425 Intermediate Upright EC,WM 250(17)(cULus only) Pendent cULus,FM,LPCB,VdS, 175(12) RA1414 EC,WM 250(17)(cULus only) F1FR56 5.6(80) Concealed Pendent cULus,VdS,EC,WM 175(12) RA1414 250(17)(cULus only) Horizontal Sidewall cULus,FM 175(12) RA1435 250(17)(cULus only) Vertical Sidewall cULus,FM,LPCB 175(12) RA1485 www.reliablesprinkler.com Model FIFR56 Upright Sprinkler SIN RA1425 Technical Specifications Guards&Shields(New Frames) Style:Upright,Intermediate Upright Factory Water Shield(cULus,FM) Threads:1/2"NPT or ISO 7-R1/2 F-1 Guard(cULus,FM) Nominal K-Factor:5.6(80 metric) F-3 Guard with Shield(cULus,FM) Max.Working Pressure: 175 psi(12 bar) Guards and Shields(Legacy Frames) 250 psi(17 bar)(cULus only) Factory Water Shieldx .. Material Specifications C-1 Guard(FM) rKy-yN C-3 Guard with Shield(cULus,FM) Thermal Sensor:3 mm Glass Bulb D-1 Guard(cULus) til Sprinkler Frame:Brass Alloy D-3 Guard with Shield(cULus) Cap:Bronze Alloy Sealing Washer:Nickel with PTFE Sprinkler Wrench Load Screw:Copper Alloy Model W2 Deflector Brass Alloy Model J(New frame with guard installed) Model JD(Legacy frame with guard Sprinkler Finishes installed) (See Table B) Listings and Approvals Sensitivity Quick response cULus oted FMMApproved LPCB Temperature Ratings VdS 135°F(57°C) EC 155°F(68°C) WM 175°F(79°C) 200°F(93°C) 286°F(141°C) Model F1 FR56 Upright Sprinkler Components and Dimensions Figure 1 3 1/4"[83mm] Load Screw 1 3/8"[33mm] Deflector Glass Bulb r (3 mm) F1FR_NALF UPR_INT PPI` ; • _i t 2 1/4"[58mm] Wrench Flat i 1 EMI Threads Cap/Seal Assembly — Shown with Optional Factory Installed Water Shield (Intermediate Upright) Bulletin 074 Page 2 of 9 October 2022 el ab www.reliablesprinkler.com Model F1FR56 Pendent Sprinkler SIN RA1414 Technical Specifications Recessed Escutcheons Style: Model F1 (cULus,LPCB,VdS,CE,WM) Pendent Model F2(cULus,FM,LPCB,VdS,CE, Recessed Pendent WM) Concealed Pendent Model FP(cULus,VdS,CE,WM) Threads:1/2"NPT or ISO 7-R1/2 Nominal K-Factor:5.6(80 metric) Cover Plate Max.Working Pressure: Model CCP(cULus,VdSl2>,CEO�)) 175 psi(12 bar) 250 psi(17 bar)(cULus only) Guards&Shields(New Frames)o) Material Specifications F-1 Guard(FM) Thermal Sensor:3 mm Glass Bulb F 5 Guard/Shield Kit(FM) F-7 Guard cULus ,,. Sprinkler Frame:Brass Alloy F-8 Guard/Shield Kit cULus Cap:Bronze Alloy (cULus) Sealing Washer:Nickel with PTFE S 1 Shield(cULus,FM) Load Screw:Copper Alloy Guards&Shields(Legacy Frames)(') Deflector:Brass Alloy C-1 Guard(FM) Sprinkler Finishes C-5 Guard/Shield Kit(FM) (See Table B) D-1 Guard(cULus,FM) D-4 Guard/Shield Kit(FM) Sensitivity D-5 Guard/Shield Kit(cULus,FM) Quick response S-1 Shield(cULus,FM) • Temperature Ratings(11 Sprinkler Wrenches 135°F(57°C) Model W2(pendent) 155°F(68°C) Model W4(recessed or concealed) 175°F(79°C) Model J(New frame with guard installed) 200°F(93°C) Model JD(Legacy frame with guard 286°F(141°C) installed) Listings and Approvalst41 cULus Listed FM Approved LPCB VdS EC WM Notes: 1. 286°F(141°C)temperature rated sprinkler not listed for recessed or concealed use. 2. VdS and CE approval for CCP concealed use is for 155°C(68°C)sprinkler ONLY. 3. Not suitable for recessed or concealed pendent installations. 4. When used surface mounted or exposed.See Recessed Escutcheon and Cover Plate section for specific approvals when installed recessed or concealed. Model F1 FR56 Pendent Sprinkler Components and Dimensions Figure 2 3 1/4"[83mm] Threads 0 1� .1J F1FR_HALF_PEND INT I IM Wrench Flat r � , w 21/4"[57mm] i[1j Glass Bulb �q y (3 mm) Deflector Load Screw 1"[25mm] Shown with Optional S-1 Water Shield(Ordered Separately) Note:Please refer to Figure 8 for recessed and concealed installation. Bulletin 074 Page 3 of 9 October 2022 •■`■ www.reliablesprinkler.com Model F1FR56 Horizontal Sidewall Sprinkler SIN RA1435 Technical Specifications Recessed Escutcheons(=) Style: Model F1 (cULus) Horizontal Sidewall Model F2(cULus,FM) Recessed Horizontal Sidewall Model FP(cULus) Threads:1/2"NPT or ISO 7-R1/2 Nominal K-Factor:5.6(80 metric) Guards&Shields(New Frames)(3) Max.Working Pressure: F-4 Guard(FM) 175 psi(12 bar) F-7 Guard(cULus) 250 psi(17 bar)(cULus only) Guards&Shields(Legacy Frames)(3) Material Specifications C1 Guard(FM) Thermal Sensor:3 mm Glass Bulb D1 Guard(cULus) Sprinkler Frame:Brass Alloy Sprinkler Wrenches Cap:Bronze Alloy Model W2(non-recessed) Sealing Washer:Nickel with PTFE Model W4(recessed) e Load Screw:Copper Alloy Model J(New frame with guard installed) "" • Deflector:Brass Alloy Model JD(Legacy frame with guard installed) Sprinkler Finishes (See Table B) Listings and Approvals Sensitivity cULus Listed") Quick response FM Approved') Temperature Ratings(1) 135°F(57°C) 155°F(68°C) 175°F(79°C) 200°F(93°C) 286°F(141°C) Notes: 1. 286°F(141°C)temperature rated sprinkler not listed for recessed use. 2. FM approved recessed installation when used with Model F2 escutcheon ONLY. 3. Not suitable for recessed horizontal sidewall installations. 4. cULus Listed for Light and Ordinary Hazard when installed exposed or surface mounted. Listed for Light Hazard ONLY when installed recessed. 5. FM Approved for Light Hazard ONLY. Model F1 FR56 Horizontal Sidewall Sprinkler Components and Dimensions Figure 3 1 1/8"[28mm] Deflector Load Screw �111111 Frame Glass Bulb 2 3/4"[70mm] (3 mm) :� F1FR_HALF_HSW , fog;, Wrench Flat -- Cap/Seal Assembly -- Threads Note:Please refer to Figure 9 for recessed installation. Bulletin 074 Page 4 of 9 October 2022 Reliable www.reliablesprinkler.com Model F1 FR56 Vertical Sidewall Sprinkler SIN RA1485 Technical Specifications Guards&Shields(New Frames) Style: F-2 Guard(FM) Upright Vertical Sidewall Le Guards&Shields Pendent Vertical Sidewall (Legacy Frames) Threads:1/2"NPT or ISO 7-R1/2 C1 Guard(FM) Nominal K-Factor:5.6(80 metric) Sprinkler Wrenches Max.Working Pressure: 175 psi(12 bar) Model W2 Model J(New frame with guard installed) Material Specifications Model JD(Legacy frame with guard Thermal Sensor:3 mm Glass Bulb installed) Sprinkler Frame:Brass Alloy Cap:Bronze Alloy Listings and Approvals(') Sealing Washer:Nickel with PTFE cULus Listed Load Screw:Copper Alloy FM Approved Deflector:Brass Alloy LPCB(2) Sprinkler Finishes (See Table B) Sensitivity Quick response Temperature Ratings 135°F(57°C) 155°F(68°C) 175°F(79°C) 200°F(93°C) 286°F(141°C) Notes: 1. Listed and approved for Light Hazard ONLY. 2. LPCB approved for use in pendent position ONLY. Model F1 FR56 Vertical Sprinkler Components and Dimensions Figure 4 Deflector Load Screw 1 1/2"[38mm] "—N. Frame i r Glass Bulb (3 mm) it FIFIZHALF_VSW __ 2 1/4"[57mm] RA CO 1, ACO Wrench Flat Cap/Seal Assembly Threads Bulletin 074 Page 5 of 9 October 2022 Re gab www.reliablesprinkler.com Recessed and Concealed Installation:Pendent Sprinklers Figure 5 2-1/4" (57 mm)Dia. 2-1/4" Hole in Ceiling mm)Dia. Hole in Ceiling 1-15/16" 1-15/16" (49 mm)Dia. Reducing (49 mm)Dia. FittingReducing Fitting Face of Fitting Face of Fitting to Face of Ceiling to Face of Ceiling 1-1/8"(29 mm)at 7/8"(22 mm)at Max.Recess Max.Recess 3/8"(10 mm)at 3/8"(10 mm)at Min.Recess IIr Min.Recess 1-3/4" 1 3� /4" (44mm) 1" (44 mm) 1-1/4" (25 mm) 1 1 (32 mm) Minimum I Maximum Minimum Recess -2-7/8"(72 mm)Dia.--...- Recess Recess F-2-7/8"(72 mm)Dia.--... Maximum Recess Models F1&F1FR Pendent Sprinkler Models F1&F1FR Pendent Sprinkler with Model F1 Recessed Escutcheon with Model F2 Recessed Escutcheon 3/4"(19mm)Nominal Adjustment 1/2"(13mm)Nominal Adjustment FIJtEC_PEND_CCP 2-1/2" (64 mm)Dia. 2-1/2 (64 mm)Dia. Hole in Ceiling Hole in Ceiling 2-5/16" 2-5/16" (59 mm)Dia. Reducing (59 mm)Dia. Reducing Fitting Fitting Face of Fitting Face of Fitting to Face of Ceiling Vented Cup Vented Cu to Face of Ceiling 1-1/2"(38 mm)at P 1-1/2"(38 mm)at Max.Recess Max.Recess 1"(25 mm)at 1"(25 mm)at Min.Recess a,. Min.Recess J � =r r A �N_ (25 mm) I 1/2" (25mm) 1/2" (12 mm) �_ (12 mm) Minimum Minimum imumum Recess 3-3/16"(78 mm)Dia. Maximum Recess Maximum Recess 3-5/16"(84 mm)Dia. Recess Models F1&F1FR Pendent Sprinkler with Model FP Recessed Escutcheon 1/2"(13mm)Nominal Adjustment Model F1 FR56 CCP Conical Concealed Sprinkler 1/2"(13mm)Nominal Adjustment Note:Model FP recessed assemblies may not be used where the (Nominal Cover Plate Projection is 1"(25 mm)) pressure in the space above the ceiling is positive with respect to the protected area.Ensure that the openings in the Model FP cup Note:Model CCP concealed assemblies may not be used where are unobstructed following installation. the pressure In the space above the ceiling Is positive with respect to the protected area.Ensure that the openings in the Model CCP cup are unobstructed following installation. F1 Escutcheon FP Escutcheon (F2 Similar) CCP Cover Plate Bulletin 074 Page 6 of 9 October 2022 el abl www.reliablesprinkler.com Recessed Installation:Horizontal Sidewall Sprinklers Figure 6 1/2"(12 mm) +/-3/8" r Reducing (10 mm) � 1-3/8"(35 mm)Maximum Recess Fitting Face of fitting to face of wall J f 4"-12" (102 mm-305 mm) Deflector to ceiling 1:.- 2-1/4" 1-15/16" 2-7/8" (57 mm) 49 mm —- „?= ) (73 mm) Dia. ( MI Dia. ) l':', Hole �.. ! Dia. k /16"[14mm] F1 Recessed escutcheon 3/4"(19 mm)Adjustment 2 1/8"(54 mm)Minimum Recess Model F1FR Horizontal Sidewall Sprinkler with Model F1 Recessed Escutcheon 3/4"(19mm)Nominal Adjustment FIFR_REC_HSW 3/8"(16 mm) Reducing +/- 1/4"(6 mm) 1-5/8"(42 mm)Maximum Recess Fitting Face of fitting to face of wall 4"-12" (102 mm-305 mm) L:40rf0 4 15/16"( m)a emm] 1 I F2 Recessed escutcheon 1/2"(13 mm)Adjustment 2-1/8"(54 mm)Minimum Recess Model F1FR Horizontal Sidewall Sprinkler with Model F2 Recessed Escutcheon 1/2"(13mm)Nominal Adjustment 1-1/4"(32 mm) Reducing +/- 1/4"(6 mm) Fitting Face of fitting 7/8"(22 mm)Maximum Recess to face of wall I I4"-12" (102 mm-305 mm) Deflector to ceiling 2-5/8" 2-5/16" a ' (67 mm) (58 mm - 3 1/4" ) Dia Dia. II (83 mm) — Hole. : • Dia. i1 9/16"[14mm] T Vented Cup L 1-3/8"(35 mm)Minimum Recess Model F1FR Horizontal Sidewall Sprinkler with Model FP Recessed Escutcheon 1/2"(13mm)Nominal Adjustment Note:Model FP recessed assemblies may not be used where the pressure in the space behind the sprinkler is positive with respect to the space in the protected area.Ensure that the openings in the Model FP cup are unobstructed following installation. Bulletin 074 Page 7 of 9 October 2022 e�■ mild www.reliablesprinkler.com Wrenches w ,t j �iJ Model W2(upright,pendent) Model J(New frame with guard installed) Model JD(Legacy frame with guard installed,similar but with zinc finish) Model W4 (recessed,concealed pendent) Finisheso) Table B Standard Finishes Special Application Finishes S rinkler F1,F2 and FP(2) CCP Cover F1,F2 and FP(2 p Escutcheons Plate ) Sprinkler Escutcheons CCP Cover Platem Bronze Brass Chrome Electroless Nickel PTFE(3)(4) Bright Brass Bright Brass Chrome Chrome White Paint Bright Brass(5) Satin Chrome Satin Chrome White Polyester(3) White Polyester Satin Chrome Custom Color Polyester Custom Color Paint Custom Color Polyester(3) Notes: 1. Paint or any other coating applied over the factory finish will void all approvals and warranties. 2. Model FP escutcheons and Model CCP sprinklers utilize a galvanized steel cup with a finished trim ring or cover plate. 3. cULus Listed as corrosion resistant. 4. FM Approved as corrosion resistant. 5. For 200°F(93°C)maximum temperature rated sprinklers only. Installation Maintenance Model F1 FR Series sprinklers must be installed in accordance with Reliable Model Fl FR series sprinklers should be inspected and NFPA13 and the requirements of all applicable authorities having the sprinkler system maintained in accordance with NFPA 25,as jurisdiction. Model F1FR Series sprinklers must be installed with well as the requirements of any Authorities Having Jurisdiction. the Reliable sprinkler installation wrench identified in this Bulletin. Prior to installation,sprinklers should remain in the original Any other wrench may damage the sprinkler. The Models W2 and cartons and packaging until used.This will minimize the potential W4 wrenches have two sets of jaws. Use the smallest set of jaws for damage to sprinklers that could cause improper operation or that fit on the wrench flats of the sprinkler. A leak tight sprinkler non-operation. joint can be obtained with a torque of 8 to 18 lb-ft(11 to 24 N•m).Do not tighten sprinklers over the maximum recommended Do not clean sprinklers with soap and water,ammonia liquid or any other cleaning fluids.Remove dust by gentle vacuuming installation torque.Exceeding the maximum recommended installation torque may cause leakage or impairment of the without touching the sprinkler. sprinkler. Replace any sprinkler which has been painted(other than factory applied).A stock of spare sprinklers should be maintained to Glass bulb sprinklers have orange bulb protectors or protective allow quick replacement of damaged or operated sprinklers. caps to minimize bulb damage during shipping,handling and Failure to properly maintain sprinklers may result in inadvertent installation.Reliable sprinkler installation wrenches are designed operation or non-operation during a fire event. to install sprinklers with bulb protectors in place. Remove the bulb protector at the time when the sprinkler system is placed in service for fire protection.Removal of the bulb protector before this time may leave the bulb vulnerable to damage.Remove bulb protectors by undoing the clasp by hand.Do not use tools to remove bulb protectors. Bulletin 074 Page 8 of 9 October 2022 el abl www.reliablesprinkler.com Guarantee For the guarantee,terms,and conditions,visit www. reli ablespri nkler.com. Ordering Information Specify the following when ordering: Model • F1FR56 Deflector/Orientation • Upright • Intermediate Upright • Pendent • CCP Concealed Pendent • Horizontal Sidewall • Vertical Sidewall Temperature Rating • See sprinkler technical specifications Sprinkler Finish • See Table B Recessed Escutcheon('X2) • F1 • F2 • FP Escutcheon Finish • See Table B CCP Cover Plate Temperature Rating • 135°F(57°C)[For use with 135°F(57°C) and 155°F(68°C)sprinklers.] • 165°F(74°C)[For use with 175°F(79°C) and 200°F(93°C)sprinklers.] CCP Cover Plate Finish • See Table B Sprinkler Wrench • Model W2 • Model W4(recessed,concealed) • Model J(New frame with guard installed) • Model JD(Legacy frame with guard installed) Notes: 1.286°F(141°C)sprinklers are not listed to be used recessed or concealed. 2.For FM,recessed sprinklers must use the Model F2 escutcheon. CO rn rn rn rn rn z a Bulletin 074 eliable� Page 9 of 9 October 2022 www.reliablesprinkler.com 1 of 14 NIIKING® COIN®QUICK TECHNICAL DATA RESPONSE UPRIGHT SPRINKLER VK950 (SPECIFIC APPLICATION) The Viking Corporation,210 N Industrial Park Drive,Hastings MI 49058 Telephone:269-945-9501 Technical Services:877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com 1. DESCRIPTION Viking QR COIN®Sprinklers are quick response specific application sprinklers for combustible interstitial (concealed) spaces (i.e., between floors, as well as low pitch attics that meet the criteria shown in the figures in this data page). These upright sprinklers are designed for use in specific light hazard k combustible, as well as non-combustible, concealed spaces requiring sprinkler protection.The orifice design of the Viking QR COIN®Sprinkler,with a nominal K-factor of 5.6 (80 metric*), allows efficient use of available water supplies for hydraulically designed fire protection systems.The glass bulb operating element and special deflector combine speed of operation and area of coverage to meet the crucial fire protection requirement for shallow space combustible concealed spaces. The Electroless Nickel PTFE (ENT) coating has been investigated for installation in corrosive environments and is listed/approved as indicated in the Approval Charts. FEATURES ' • In some cases COIN®Sprinklers can allow the use of CPVC piping within the concealed spaces of applications requiring sprinkler protection in open truss construction of both wood and steel trusses(see Figure 3)and solid wood or composite wood joist with upper deck filled with non-combustible insulation (see Figure 5). • COIN® Sprinklers can also be installed with steel pipe in protected areas constructed of solid wood joists(see Figure 7), and solid wood or composite = M= wood joist with upper deck filled with non-combustible insulation(see Figure 8), and in unobstructed open truss construction of both wood and steel trusses (see Figures 9 and 10) as well as obstructed wood truss construction (see COIN®Sprinkler Figure 11). • When using steel pipe, COIN® Sprinklers can be applied as a dry system VK950 5.6K(80 metric) using air or gas as a supervisory medium(see Figures 7-11). • In certain scenarios,draft curtains are NOT required when sprinkler spacing meets either of the following criteria(also refer to Design Criteria): WARNING_Cancer and Reproductive Hann - 14'X 14'(4,3 m X 4,3 m)for solid wood joists or trusses on edge .rwam'res_ca.gov - 16'X 16'(4,9 m X 4,9 m)for truss construction on face(not on edge) For examples of trusses on face or edge see Figures 13A and 13B. 2. LISTINGS AND APPROVALS cOa cULus Listed: Category VNIV Refer to the Approval Chart and Design Criteria in this technical data sheet for cULus Listing requirements that must be followed. The COIN® Sprinkler has been tested to address the proper application density for shallow concealed combustible space fire protection when installed in accordance with this technical data page.The COIN®Sprinkler must be installed in the upright position as specified in the appropriate application described in Figures 3-12.The clearance from the sprinkler deflector to the roof is critical to operation of the sprinkler(refer to Figures 3-12).The clearances from pipe to lower ceiling for CPVC pipe is critical for protection of CPVC pipe. For open truss and joist spaces,the maximum detection area is important for proper installation. In certain installations, draft curtains or heat collection baffles or solid walls are required using wood or other product that will not allow heat to escape. In these installations, the maximum detection space shall be limited to 1000 ft2 (93 m2) or 2000 ft2(185 m2)for solid wood joists.The draft curtain is required to protrude down from the top deck surface as specified herein. Additionally,draft curtains are not required and the maximum detection space shall be unlimited for open truss construction with the top chord member on their face (not on edge)when sprinkler spacing is up to 16'X 16' (4,9 m X 4,9 m)and for solid wood joists or trusses on edge when sprinkler spacing is up to 14'X 14'(4,3 m X 4,3 m). In these cases,draft curtains are not required. Form No.F_081216 21.03.06 Rev 20.3 Replaces Form No. F_081216 20.2 (Added new Figure 6 and 12.) 2 of 14 ® COIN®QUICK TECHNICAL DATA RESPONSE UPRIGHT SPRINKLER VK950 (SPECIFIC APPLICATION) The Viking Corporation,210 N Industrial Park Drive,Hastings MI 49058 Telephone:269-945-9501 Technical Services:877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com 3. TECHNICAL DATA Specifications: Minimum Operating Pressure: Refer to Design Criteria in this technical data sheet. Rated to 175 psi(12 bar)water working pressure Factory tested hydrostatically to 500 psi(34.5 bar) Thread size: 1/2"(15 mm)NPT Nominal K-Factor:5.6 U.S. (80 metric*) *Metric K-factor measurement shown is when pressure is measured in Bar.When pressure is measured in kPa,divide the metric K-factor shown by 10.0. Glass-bulb fluid temperature rated to-65°F(-55°C) Overall Length:2-1/4"(57 mm) Material Standards: Frame Casting: Brass UNS-C84400 or QM Brass Deflector: Phosphor Bronze UNS-051000 Bulb:Glass, nominal 3 mm diameter Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with PTFE Tape Screw: Brass UNS-C36000 Pip Cap and Insert Assembly: Copper UNS-C11000 and Stainless Steel UNS-S30400 Ordering Information: (Refer to Table 1.) 4. INSTALLATION Refer to appropriate NFPA Installation Standards. 5. OPERATION During a fire condition,the heat sensitive liquid in the glass bulb expands,causing the glass to shatter, releasing the pip cap and sealing spring assembly.Water flowing through the sprinkler orifice strikes the deflector,forming a uniform spray pattern to extinguish or control the fire,and protect the piping in the interstitial space. 6. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection,Testing and Maintenance requirements. 7. AVAILABILITY The Viking QR COIN® Sprinkler is available through a network of domestic and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. 8. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly. 1-3/4" N—(45 mm)—►1 Wrench Flat Protective clip 2-1/4" (57 mm) Nage- 7/16"(11 mm) 1/2"NPT Nominal pipe engagement (15mm) Figure 1: Figure 2: Standard Sprinkler Wrench 21475M/B Sprinkler Dimensions Form No. F_081216 21.03.06 Rev 20.3 3 of 14 ® COIN®QUICK TECHNICAL DATA RESPONSE UPRIGHT SPRINKLER VK950 (SPECIFIC APPLICATION) The Viking Corporation,210 N Industrial Park Drive,Hastings MI 49058 Telephone:269-945-9501 Technical Services:877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com TABLE 1: ORDERING INFORMATION Instructions: Using the sprinkler base part number, (1)add the suffix for the desired Finish (2)add the suffix for the desired Temperature Rating. Size 1: Finishes 2:Temperature Ratings' Sprinkler Classification:Intermediate Base Part No. NPT Description Suffix Nominal Rating Bulb Color Max.Ambient Ceiling Inch Temperature' Suffix 20757 1/2 Brass A 200°F(93°C) Green 150°F(65°C) E ENT 2,3 JN Corrosion-Resistant Coating: ENT2,3 Example:20757AE=VK950 with Brass Finish and 200°F(93°C)Nominal temperature rating.This sprinkler is to be installed into an area with a maximum ambient temperature of 150°F(65°C)meaning if the area will experience temperatures above the maximum ambient rating,you shall use a higher temperature-rated sprinkler. Accessories Sprinkler Wrenches(see Figure 1): A. Standard Wrench: Part No.21475MB. Sprinkler Cabinet: A. Up to 6 sprinklers: Part number 01724A. B. 6-12 Sprinklers: Part number 01725A. Footnotes 1. Based on NFPA 13,NFPA 13R,and NFPA 13D.Other limits may apply,depending on fire loading,sprinkler location,and other requirements of the Authority Having Jurisdiction.Refer to specific installation standards. 2. cULus Listed as corrosion resistant. 3. The corrosion resistant coatings have passed the standard corrosion test required by the approving agencies indicated in the Approval Chart.These tests cannot and do not represent all possible corrosive environments.Prior to installation,verify through the end-user that the coatings are compatible with or suitable for the proposed environment.For automatic sprinklers,the ENT coating is applied to all exposed exterior surfaces,including the waterway.For ENT coated sprinklers,the Belleville spring is exposed. 4. The sprinkler temperature rating is stamped on the deflector. /';)()r') Nominal Listings and Approvals' Part SIN Maximum Thread Size Overall Length K-Factor Number' Pressure (Refer also to Design Criteria.) NPT BSPT U.S. metric' Inches mm cULus4 20757 VK950 175 psi 1/2" 15 mm 5.6 80 2-1/4 57 Al Approved Temperature Rating Approved Finish A-200°F(93°C) 1 -Brass,ENT" Footnotes 'Also refer to Viking's current price schedule. 2 Metric K-factor measurement shown is when pressure is measured in Bar.When pressure is measured in kPa,divide the metric K-factor shown by 10.0. 3 This table shows the listings and approvals available at the time of printing.Other approvals may be in process. 'Listed by Underwriters Laboratories Inc.for use in the U.S.and Canada. "Meets New York City requirements,effective July 1,2008. "cULus Listed as corrosion resistant. Form No. F_081216 21.03.06 Rev 20.3 4 of 14 ® COIN®QUICK TECHNICAL DATA RESPONSE UPRIGHT SPRINKLER VK950 (SPECIFIC APPLICATION) The Viking Corporation,210 N Industrial Park Drive,Hastings MI 49058 Telephone:269-945-9501 Technical Services:877-384-5464 Fax:269-818-1680 Email:techsvcs©vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com i f J t, The Viking COIN®Sprinkler MUST be installed in the upright position. APPLICATION For installation in horizontal interstitial concealed spaces constructed of engineered open wood trusses,open bar joist,and non-combustible insulation completely filling the upper joist for solid or composite wood joist construction having roof pitch of up to 2/12. NOTE:In order to be considered"non-combustible insulation filled solid wood or composite wood joist construction",the insulation(including insulation provided with a combustible vapor barrier),must completely fill the pockets between the joists to the bottom of the joists,and the insulation must be secured in place with metal wire netting. The metal wire netting is intended to hold the insulation in place should the insulation become wetted by the operation of the COIN'Sprinklers in the event of a fire. A.Concealed Space Limitations The total concealed space is not limited;however,the following must be observed: • Draft curtains(heat collection baffle)or full height walls must be provided to limit the maximum area in order to confine heat of localized detection area to 1000 ft2(93 m2)or,for solid wood joists and open truss construction with the top chord members on face(not on edge)to 2000 ft2(185 m2). • Insulated top chord spaces(on edge)confine heat localized detection area to 2000 ft2,non-insulated top chord spaces(on edge)confine heat local- ized area to 1000 ft2(93 m2). • The draft curtain must be at least 1/3 the depth of the concealed space or 8"(200 mm),whichever is greater,for open truss construction,open bar joist,and non-combustible insulation filled solid or composite wood joist construction. • The draft curtain must be constructed of material that will not allow heat to escape through or above it;this may bell,"(6 mm)thick plywood. • Draft curtains are NOT required when sprinkler spacing is up to 14'X 14'(4,3 m X 4,3 m)for solid wood joists or trusses on edge;see Figure 13B. • Draft curtains are NOT required when sprinkler spacing is up to 16'X 16'(4,9 m X 4,9 m)for truss construction on face(not on edge);see Figure 13A. • Draft curtains are NOT required when using wood truss construction with chords on face and non-combustible insulation is provided to the bottom of the trusses(Figure 12). B.Concealed Space Height Open Wood Truss and Open Steel Joist Construction(Figure 3): • Maximum height of the space:60"(1.5 m). • Minimum height:6"(150 mm) • Maximum roof pitch:2/12(9°) Where applied to pitch roof and flat ceiling,maintain specified clearances from sprinkler deflector to truss and maximum height of pipe run to ceiling or non-combustible ceiling insulation in all locations.NOTE:The sprinkler deflector shall be installed parallel with the roof plane. Solid wood or composite wood ioist with non-combustible filled insulation only(Figure 5); • Maximum depth of concealed space is 60"(1500 mm)from bottom of upper deck joist to top of ceiling joist. • Minimum depth is 6"(152 mm)from bottom of upper deck joist to top of ceiling joist or non-combustible ceiling insulation. C.System Type • Light Hazard,Wet Pipe System D.Minimum Density • 0.10 gpm/ft2(4.1 mm/min). E.Spacing of COIN®Sprinklers • Minimum Spacing:6'-0"(1.8 m) • Maximum Spacing:16'-0"(4.9 m) NOTE:Minimum spacing does not include additional sprinklers required for obstructions for use of CPVC pipe that includes offsets. F.Maximum Area of Coverage • 256 ft2(24 m2) G.Minimum Operating Pressure • 7.0 PSI(0.5 bar) H.COIN®Sprinkler Deflector Position The COIN®Sprinkler shall be installed in the upright position.The frame arms must be installed parallel with the pipe. • 1-1/2"to 4"(40-100 mm)below upper deck for Open Wood Truss and Open Steel Open Joist Construction Using CPVC Pipe(see Figure 3). • 1-1/2"to 4"(40-100 mm)below non-combustible insulation-filled upper deck for Open Wood Truss and Open Steel Open Joist Construction with Using CPVC Pipe(see Figure 4). • 1-1/2"to 4"(40-100 mm)below non-combustible insulation-filled solid wood joists or composite wood joists(see Figure 5). (continues on page 5.) Form No.F_081216 21.03.06 Rev 20.3 5 of 14 NIKING® COIN®QUICK TECHNICAL DATA RESPONSE UPRIGHT SPRINKLER VK950 (SPECIFIC APPLICATION) The Viking Corporation,210 N Industrial Park Drive,Hastings M149058 Telephone:269-945-9501 Technical Services:877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com (continued from page 4.) I.Remote Area For wet pipe systems, 1.The remote area for open wood truss construction or open bar joist construction with the top chord members on face(not on edge)is 1000 ft2(93 m2) or 6 sprinklers,whichever is greater.See Table 2. • Draft curtains are NOT required when sprinkler spacing is up to 16'X 16'(4,9 m X 4,9 m).The remote area for this application is the same as above. 2.The remote area for solid wood joists is 1000 ft2(93 m2)or 6 sprinklers,whichever is greater.See Table 2. • Draft curtains are NOT required when sprinkler spacing is up to 14'X 14'(4,3 m X 4,3 m).The remote area for this application is the same as above. 3.The remote area for open wood truss construction with the top chord members on edge is 1000 ft2(93 m2)or 6 sprinklers,whichever is greater.See Table 2. • Draft curtains are NOT required when sprinkler spacing is up to 14'X 14'(4,3 m X 4,3 m)The remote area for this application is the same as above. 4.The remote area for composite wood joists is 1000 ft2(93 m2). NOTE: This area does not include additional sprinklers for protection of CPVC pipe over obstructions. J.UL Listed CPVC Pipe for use with COINTM Sprinklers The Viking COIN®Sprinkler is UL Listed for use with CPVC pipe products listed for use in concealed spaces with sprinklers**. **Currently listed products are manufactured under the BlazeMaster®,FireLock®,and FlameGuard®trade names. In order to use CPVC products,the bottom of the horizontal run must be no greater than 6"(150 mm)or 1/3 of the total space,whichever is smaller, above the ceiling or non-combustible insulation or 1/3 the depth of the space measured from the top surface of the ceiling to the bottom of the deck above.The CPVC pipe can supply the COIN®Sprinklers and the ceiling sprinklers below.Use all guidelines and installation instructions as specified by the CPVC pipe manufacturers unless specified differently in this data sheet.When using 1"(DN25)pipe or larger,a hanger must be located at the truss nearest the sprig for restraint.If using' "(DN20),all sprigs over 12"(300 mm)must include lateral bracing. For use of listed CPVC pipe products in concealed spaces using the COIN®Sprinkler,a minimum lateral distance of 18"(450 mm)must be maintained between the CPVC pipe and the heat sources(e.g. HVAC heat pump units,fan motors,and heat lamps,etc.) Where CPVC pipe must be installed above the maximum distance of 6"(150 mm)or 1/3 of the total space,whichever is smaller,above the ceiling or non-combustible insulation when piping around obstructions,additional COIN®Sprinklers must be installed as shown in Figures 3,4,and 5 in order to protect the CPVC product. NOTE:Where CPVC piping is installed as a vertical reise to the next floor above,refer to Figure 6 for acceptable options. TABLE 2: PRESSURE VS. COVERAGE MATRIX All values based on 0.1 gpm/ft2 density per sprinkler or 7 psi (0.5 bar)whichever is higher. Ft.(m) PSI(bar) 16(4.8) 7(0.4) 7.2(0.4) 8.2(0.5) 10.3(0.7) 12.8(0.8) 14.1 (0.9) 16.9(1.1) 18.4(1.2) 21.6(1.4) 15(4.5) 7(0.4) 7(0.4) 7.2(0.4) 9.2(0.6) 10.3(0.7) 12.8(0.8) 14.1 (0.9) 16.9(1.1) 18.4(1.2) 14(4.2) 7(0.4) 7(0.4) 7(0.4) 8.2(0.5) 9.2(0.6) 11.5(0.7) 12.8(0.8) 14.1 (0.9) 16.9(1.1) 13(3.9) 7(0.4) 7(0.4) 7(0.4) 7(0.4) 8.2(0.5) 9.2(0.6) 11.5(0.7) 12.8(0.8) 14.1 (0.9) 12(3.6) 7(0.4) 7(0.4) 7(0.4) 7(0.4) 7(0.4) 8.2(0.5) 9.2(0.6) 10.3(0.7) 12.8(0.8) 11 (3.3) 7(0.4) 7(0.4) 7(0.4) 7(0.4) 7(0.4) 7(0.4) 8.2(0.5) 9.2(0.6) 10.3(0.7) 10(3.0) 7(0.4) 7(0.4) 7(0.4) 7(0.4) 7(0.4) 7(0.4) 7(0.4) 7.2(0.4) 8.2(0.5) 9(2.7) 7(0.4) 7(0.4) 7(0.4) 7(0.4) 7(0.4) 7(0.4) 7(0.4) 7(0.4) 7.2(0.4) 8(2.4) 7(0.4) 7(0.4) 7(0.4) 7(0.4) 7(0.4) 7(0.4) 7(0.4) 7(0.4) 7(0.4) Ft.(m) 8(2.4) 9(2.7) 10(3.0) 11 (3.3) 12(3.6) 13(3.9) 14(4.2) 15(4.5) 16(4.8) NOTES: • This table applies to heat collection areas of 2000 ft2(185 m2)and greater(unlimited). • Design areas between table spacing values need to be rounded up. • This table does not apply to heat collection areas of 1000 ft2(93 m2). Form No.F_081216 21.03.06 Rev 20.3 6 of 14 NIIKING. COIN®QUICK TECHNICAL DATA RESPONSE UPRIGHT SPRINKLER VK950 (SPECIFIC APPLICATION) The Viking Corporation,210 N Industrial Park Drive,Hastings MI 49058 Telephone:269-945-9501 Technical Services:877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com TOP AND BOTTOM CHORD ON EDGE FOR DRAFT CURTAIN (HEAT COLLECTION BAFFLE) OR FULL HEIGHT WALL WHEN 4-1/2'(115 n) MINIMUM FROM LOCALIZED DETECTION AREA IS A FACE OF WOOD TRUSS OR TOP--o-I MAXIMUM 1000 SQ FT.<93 SO. METERS) CHORD OF BAR JOISTTO . ~ UPPER DECK 1-1/2' (40 nn)MINIMUM ORPLESSRD 4' <100 nn) 4'<100 nn)MAXIMUM y� COIN SPRINKLER \y �/ �I g 0� �X K I- DRAFT 0 � CjI - rl__- CURTAIN6' C150 nn)CHEAT COLLECTIONMAXIMUM FOR 6'<150 MM>BAFFLE)8' (200 nn) CPVC PIPE MINIMUM60'<1500 nn) OR C HEIERT, / 1MAXIMUM. WHICHEVER IS GREATER I - / OBSTRUCTION V CEILING FRAME ARMS OF WHEN CPVC PIPEBOTTOM OF PIPE 1 `6'<150 mg) MAXIMUM CLEARANCE FOR CPVC PIPE SPRINKLER MUST BE IS INSTALLED TO CEILING OR NON-COMBUSTIBLE CEILING INSTALLED PARALLEL OVER OFFSET,COIN SPRINKLER INSULATION, OR 1/3 ACTUAL SPACE (MEASURED WITH PIPING MUST BE INSTALLED DIRECT TO FROM THE TOP SURFACE OF THE CEILING TO THE CPVC PIPE OVER OBSTRUCTION. BOTTOM OF THE DECK ABOVE) WHICHEVER IS SMALLER C4' (100 nn) FOR 12' (300 nn) TRUSS]. Figure 3: Open Wood Truss and Open Web Steel Joist Construction Using CPVC Pipe(Cross Section View) TOP AND BOTTOM CHORD ON EDGE FOR ➢RAFT CURTAIN CHEAT COLLECTION BAFFLE)OR FULL HEIGHT WALL WHEN 4-1/2'015 An)MINIMUM FROM LOCALIZED DETECTION AREA IS A FACE OF WOOD TRUSS OR TOP— - -.- INSULATION MAXIMUM 2000 SQ FT.C185 SQ. METERS) CHORD OF BAR JOIST. UPPER DECK — TOP CHORD GREATER 1 l/2 <40 NA)MINIMUM THAN 4 (100 rm) I ( r 4 <100 rm>MAXIMUM COIN SPRINKLER I L t. DRAFT CURTAIN ` 6' <150 rm> --_ CHEAT COLLECTION MAXIMUM Fit 6' tl50 NM) BAFFLE)8'<200 rm) CPVC PIPE • MINIMUM. 60'C1500 nn) OR C HEIERT. \ / i MAXIMUM, IS GREATER OBSTRUCTION :11 i VI V 14 -V-I M CEILING J FRAME ARMS // 14 \ \ vl BOTTOM OF PIPE L 6'<150 nn)MAXIMUM CLEARANCE FM CPVC PIPE SPRINKLER MUST BEOF WHEN CPVC PIPE IS INSTALLED TO CEILING OR NON-COMBUSTIBLE CEILING INSTALLED PMUSTLBE OVER OFFSET, COIN SPRINKLER INSULATION.OR 1/3 ACTUAL SPACE(MEASURED WITH PIPING MUST BE INSTALLED DIRECT TO FROM THE TOP SURFACE OF THE CEILING TO THE CPVC PIPE OVER OBSTRUCTION BOTTOM OF THE DECK ABOVE)WHICHEVER IS SMALLER E4'<100 nn>FOR 12'(300 rem)TRUSS]. Figure 4: Open Wood Truss and Open Web Steel Joist Construction with Non-Combustible Insulation Filling to Bottom of the Top Cord Using CPVC Pipe(Cross Section View) Form No. F_081216 21.03.06 Rev 20.3 7 of 14 NIKING® COIN®QUICK TECHNICAL DATA RESPONSE UPRIGHT SPRINKLER VK950 (SPECIFIC APPLICATION) The Viking Corporation,210 N Industrial Park Drive,Hastings MI 49058 Telephone:269-945-9501 Technical Services:877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com FRAME ARMS OF COIN SPRINKLER MUST BE PARALLEL WITH PIPING UPPER CLEARANCE SPRINKLER TO DECK BOTTOM JOIST 1-1/2' (40 nn) MINIMUM, 4' (100 nn) MAXIMUM NON-COMBUSTIBLE INSULATION 6' <I50 nn) COIN COMPOSITE ��SPRINKLER WOOD JOIST MAXIMUM _FOR CPVC_ ___ PIPE /I I I II\ SOLID WOOD DRAFT CURTAIN (HEAT COIN 2 X FLOOR JOIST COLLECTION BAFFLE) SPRINKLER MAX. 60' <1500 rim) 72' (1800 nn) PROTRUDE BELOW 12/ / MIN, 6' CI50 nn) MAXIMUM JOIST i SPACE OR 8' (200 nn), AS NOTED IN DESIGN CRITERIA VI 1 I I I.l IlBll 'a CEILING—� / OBSTRUCTION \ FRAME J/ —TOP OF CHORD CEILING WHEN CPVC PIPE INSTALLED 6' (150 nn) MAXIMUM OVER OFFSET, COIN DRICTLTO CLEARANCE FOR CPVC PIPE TO CEILING OR MUST BEEINSTALLED DIRECT TO CPVC PIPE OVER OBSTRUCTION NON-COMBUSTIBLE CEILING INSULATION, OR j ACTUAL SPACE, WHICHEVER IS SMALLER MEASURED FROM THE TOP OF THE CEILING BELOW TO THE BOTTOM OF THE INSULATION ABOVE. Figure 5: Solid Wood or Composite Wood Joist Construction with Non-Combustible Insulation Filling Upper Deck Using CPVC Pipe(Cross Section View) VERTICAL SUPPLY STEEL TO THROUGH FLOOR CPVC 111 % TRANSITION I NON-COMBUSTIBLE FITTING INSULATION CPVC FLOOR COMBUSTIBLE CPVC PIPE PIPE ABOVE r CONCEALED SPACE I INSTALL COIN SPRINKLER w CPVC PIPE WITHIN 12'OF STEEL PIPE VERTICAL SUPPLY 1' (25nn) CPVC NON-COMBUSTIBLE Piping CPVC TO - 12'MAXIMUM INSULATION STEEL TRANSITION FITTING _ 11 PI PI I I NON-COMBUSTIBLE CEILING OPTION 1 OPTION 2 OPTION 3 6'(150 nn)MAXIMUM CLEARANCE FOR CPVC PIPE TO CEILING OR NON-COMBUSTIBLE CEILING INSULATION,OR 1/3 ACTUAL SPACE(MEASURED FROM THE TOP SURFACE OF THE CEILING TO THE BOTTOM OF THE DECK ABOVE)WHICHEVER IS SMALLER C4'(100 nn)FOR 12'<300 nn)TRUSS). Figure 6: CPVC Piping Installed as a Vertical Riser Form No. F 081216 21.03.06 Rev 20.3 8 of 14 COIN®QUICK TECHNICAL DATA RESPONSE UPRIGHT SPRINKLER VK950 (SPECIFIC APPLICATION) The Viking Corporation,210 N Industrial Park Drive,Hastings MI 49058 Telephone:269-945-9501 Technical Services:877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com The Viking COIN®Sprinkler MUST be installed in the upright position. APPLICATION For installation in horizontal concealed spaces of solid wood joist construction with a roof pitch of up to 2/12 maximum.The upper joist is constructed of solid wood or composite wood with a maximum depth of 12"(300 mm)and 16"(400 mm)on center minimum spacing.Also,steel pipe may be ap- plied in truss construction and solid filled non-combustible insulation in upper deck and wood or composite joist construction similar to that shown in Figures 3-5 with®the exception of extra sprinklers are not required over obstructions.Also,there is no minimum clearance for supply pipe to upper joists. With the COIN®Sprinkler applied using steel pipe,the system may be wet,dry,or preaction type for wood truss or steel construction;solid wood or composite with non-combustible solid fill insulation(see Paragraph J on page 9). NOTE:In order to be considered"non-combustible insulation filled solid wood or composite wood joist construction",the insulation(including insulation provided with a combustible vapor barrier),must completely fill the pockets between the joists to the bottom of the joists,and the insulation must be secured in place with metal wire netting. The metal wire netting is intended to hold the insulation in place should the insulation become wetted by the operation of the COIN®Sprinklers in the event of a fire. A.Concealed Space Limitations The total concealed space is not limited;however,the following must be observed: • Blocking between joists and upper deck must be constructed of material that will not allow heat to escape through or above the blocking. • The blocking must be constructed to the full depth of the upper joist,and must be constructed using a non-combustible material or a material that is the same as that of the joist construction.A maximum channel space for blocking is 32 ft(10 m)intervals. • Solid wall construction or draft curtains(heat collection baffles)must protrude below the joist a minimum of 6"(150 mm)or 1/3 the space whichever is greatest,and run laterally with the joist spaced at 31 ft(9.4 m)width maximum to limit the heat detection space to a maximum of 1,000 ft2(93 m2) or with the truss spaced at 62 ft(19 m)width maximum to limit the heat detection space for open wood truss construction to 2000 ft2(185 m2)with their top chord members on face(not on edge)and 2000 ft2(185 m2)for solid wood joists. • Insulated top chord spaces(on edge)confine heat localized detection area to 2000 ft2(185 m2), non-insulated top chord spaces on edge confine heat localized area to 1,000 ft2(93 m2). • The draft curtain may be constructed of (6 mm)thick plywood to prevent heat from escaping beyond. • When non-combustible solid filled insulation is used,the wood blocking and draft curtains are not required for solid wood or composite wood joist construction. • Draft curtains are NOT required when sprinkler spacing is up to 14'X 14'(4,3 m X 4,3 m)for solid wood joists or trusses on edge for wet systems only;see Figure 13B. • Draft curtains are NOT required when sprinkler spacing is up to 16'X 16'(4,9 m X 4,9 m)for truss construction on face(not on edge)for wet or dry systems;see Figure 13A. • Draft curtains are NOT required when using wood truss construction with chords on face and non-combustible insulation is provided to the bottom of the trusses(Figure 12). B.Concealed Space Height Solid Wood or Composite Wood Joist Construction(See Figures 7 and 8): • Maximum depth or height of concealed space:60"(1500 mm)from bottom of upper deck joist to top of ceiling joist. • Maximum space from bottom of upper deck to ceiling surface(bottom of joist):84"(2100 mm).See Figure 7. • Minimum depth or height of concealed space:6"(150 mm)from bottom of upper deck joist to top of ceiling frame joist. Open Wood Truss or Open Web Steel Joist(See Figure 10): • Maximum height from inside ceiling to inside deck of concealed space:60"(1500 mm). • Minimum height from bottom of upper chords to top of lower chords:6"(150 mm) • The top and bottom chord members of these types of wood joists must be on face(not on edge). Obstructed Wood Truss(See Figure 11): • Maximum depth of concealed space:84"(2100 mm)from bottom of upper deck to top of ceiling. • Minimum depth of concealed space:6"(150 mm)from bottom of upper chord to top of lower chord. C.System Type • Light hazard,wet pipe system or dry pipe system supervised with air or gas when using steel pipe only. D.Minimum Density • 0.10 gpm/ft2.(4.1 mm/min). E.Spacing of COIN®Sprinklers • Minimum Space Between Sprinklers:6'-0"(1.8 m) • Maximum Space Between Sprinklers: 16'-0"(4.9 m) F.Maximum Area of Coverage • 256ft2(24 m2) G.Minimum Operating Pressure • 7.0 PSI(0.5 bar) H.COIN®Sprinkler Deflector Position The COIN®Sprinkler shall be installed in the upright position.The frame arms must be installed parallel with the pipe. • 1-1/2"to 2"(40-50 mm)below solid wood joist or top chord of obstructed wood truss construction.See Figures 7 and 11. • 1-1/2"to 4"(40-100 mm)below upper deck for unobstructed open wood truss construction or concealed spaces of non-combustible open steel joist construction.See Figures 8 and 9. • 1-1/2"to 4"(40-100 mm)below non-combustible insulation-filled solid wood joists or composite wood joists.See Figure 8. (continues on page 9.) Form No.F_081216 21.03.06 Rev 20.3 9 of 14 NIKING® COIN®QUICK TECHNICAL DATA RESPONSE UPRIGHT SPRINKLER VK950 (SPECIFIC APPLICATION) The Viking Corporation,210 N Industrial Park Drive,Hastings MI 49058 Telephone:269-945-9501 Technical Services:877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com (continued from page 8) I.Remote Area For wet pipe systems, 1.The remote area for open wood truss construction or open bar joist construction with the top chord members on face(not on edge)is 1000 ft2(93 m2) or 6 sprinklers,whichever is greater.See Table 2. • Draft curtains are NOT required when sprinkler spacing is up to 16'X 16'(4,9 m X 4,9 m).The remote area for this application is the same as above. 2.The remote area for solid wood joists is 1000 ft2(93 m2)or 6 sprinklers,whichever is greater.See Table 2. • Draft curtains are NOT required when sprinkler spacing is up to 14'X 14'(4,3 m X 4,3 m).The remote area for this application is the same as above. 3.The remote area for open wood truss construction with the top chord members on edge is 1000 ft2(93 m2)or 6 sprinklers,whichever is greater.See Table 2. • Draft curtains are NOT required when sprinkler spacing is up to 14'X 14'(4,3 m X 4,3 m)The remote area for this application is the same as above. 4.The remote area for composite wood joists is 1000 ft2(93 m2). For dry pipe systems, 1.The remote area for open wood truss construction or open bar joist construction with the top chord members on face(not on edge)is 1000 ft2(93 m2) or 6 sprinklers,whichever is greater.See Table 2. • Draft curtains are NOT required when sprinkler spacing is up to 16'X 16'(4,9 m X 4,9 m).The remote area for this application is the same as above. 2.The remote area for solid wood joists is 2000 ft2(185 m2)or 15 sprinklers,whichever is greater.See Table 2. 3.The remote area for open wood truss construction with the top chord members on edge is 1000 ft2(93 m2). 4.The remote area for composite wood joists is 1000 ft2(93 m2). J.Piping System Steel pipe installed in accordance with NFPA 13 standards may be applied.The steel pipe may be hung from the upper joist or truss using proper supports.The sprinkler deflector must be positioned as indicated in paragraph H above. Extra sprinklers are not required for protection of pipe when offsetting for obstructions.Ceiling sprinklers below the concealed space may be fed from the same piping as the COIN®Sprinklers. IMPORTANT:Always refer to Bulletin Form No. F_091699 -Care and Handling of Sprinklers.Also refer to Bulletin Form No. F_080614 for general care, installation,and maintenance information.Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data,the appropriate standards of NFPA,FM Global,LPCB,APSAD,VdS or other similar organizations,and also with the provisions of governmental codes,ordinances,and standards,whenever applicable. FRAME ARMS OF COIN SPRINKLER MUST BE PARALLEL WITH PIPING UPPER--\‘ CLEARANCE SPRINKLER TO DECK --BOTTOM INIMUJOIST ,.,) (40 UM) MINIMUM,2' 1/ MAXIMUM 2 X FLOOR _ JOIST - - p _ 1f*—_ o Ogi J COIN 6'(150 M)MINIMUM 24' MAX. BLOCKING SPRINKLER TO 60'(1500 MAXIMUM (2100Iy MM) DRAFT CURTAIN(HEAT COLLECTION BAFFLE) CEILING PROTRUDE BELOW JOIST CEILING FRAME SPACE OR 6' (150 MM), AS NOTED IN DESIGN CRITERIA Figure 7: Solid Wood Joist Construction(Steel Pipe,Cross Sectional View) Form No.F 081216 21.03.06 Rev 20.3 10 of 14 NIKING® COIN®QUICK TECHNICAL DATA RESPONSE UPRIGHT SPRINKLER VK950 (SPECIFIC APPLICATION) The Viking Corporation,210 N Industrial Park Drive,Hastings MI 49058 Telephone:269-945-9501 Technical Services:877-384-5464 Fax:269-818-1680 Email:techsvcs©vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com NON-COMBUSTIBLE FRAME ARMS OF COIN SPRINKLER UPPER INSULATION CLEARANCE SPRINKLER TO BOTTOM MUST BE PARALLEL WITH PIPING DECK --JOIST 1-1/2' (40 MINIMUM 4' (100 MM) MAXIMUM ��������t a ��il*�*�**' ���V•� 100 1•••••••••••4 {l��� 004 {l�tttt 0o {!�<tttt0:5:1, iiiiiiiiii 1Ec�< iiiiiiiii!!!)���et•����� 1 1 ElQ0 \_ 111. COMPOSITE 72' (1800 MM) SOLID WOOD 6' (150 nn) MINIMUM WOOD JOIST COIN MAXIMUM 2 X FLOOR JOIST TO 60' (1500 nn> MAXIMUM �I �y SPRINKLERI� l� i �yl�I �yl� l�a1 W W W W W /,{�'Q`�� W W YV CEILING J FRAME CEILING Figure 8: Solid Wood or Composite Wood Joist Construction with Non-Combustible Insulation Filled Upper Deck(Steel Pipe,Cross Sectional View) 4-1/2'(115 nn) MINIMUM TOP CHORD 4' FROM FACE OF WOOD TRUSS (100 MM) OR 4' OR TOP CHORD OF BAR JOIST �- CLEARANCE SPRINKLER TO DECK WHEN CLEARANCE OF SPRINKLER 1-1/2'(40 nM)MINIMUM TO DECK IS LESS THAN 4'(100 nn) UPPER [4.(100 nn)MAXIMUM DECK LOIN SPRINKLER 11 /7 id 6' (150 nn) 60'(1500 nn) MINIMUM MAXIMUM R SZ SZ R R 1 SZ 1 R LARMS OF SPRINKLER DRAFT CURTAIN(HEAT MUST BE PARALLEL WITH PIPING COLLECTION BAFFLE) 8' CEILING SPRINKLER FOR (200 nn)OR i HEIGHT, LOWER ROOM AS NOTED IN DESIGN CRITERIA PROTECTION OPEN WOOD OR STEEL TRUSS CONSTRUCTION CONCEALED SPACE. Figure 9: Unobstructed Open Wood Truss and Open Steel Bar Joist(Steel Pipe,Cross Sectional View) Form No.F 081216 21.03.06 Rev 20.3 11 of 14 NIIKING. COIN®QUICK TECHNICAL DATA RESPONSE UPRIGHT SPRINKLER VK950 (SPECIFIC APPLICATION) The Viking Corporation,210 N Industrial Park Drive,Hastings MI 49058 Telephone:269-945-9501 Technical Services:877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com 4-1/2'<115 men)MINIMUM TOP CHORD FR1k1 FACE OF"000 TRUSS GREATER THAN OR TOP CHORD OF BAR JOIST .F 4•DEC nn) CLEARANCE SPRINKLER TO WHEN CLEARANCE OF SPRINKLER UPPER DECK BOTTOM OF CHORD TO DECK IS LESS THAN 4'(100 nn) 1-1/2'<40 nn)MINIMUM 4 <100 nn)MAXIMUM ``��//�� �( COIN SPRINKLER . .. ,, �._ ,s 1,{'▪.▪_ �. ,,,�,JV ,,,r L .. . r , L_— 6'(150 MO60'(1500 nn) MINIMUM. MAXIMUM.I R R + DRAFT CURTAIN CHEAT FRAME ARNS OF SPRINKLER COLLECTION BAFFLE)8' MUST BE PARALLEL WITH PIPING CEILING MOO nn)OR;HEIGHT, SPRINKLER FOR AS AS NOTED IN DESIGN LOWER ROOM CRITERIA PROTECTION OPEN WOOD OR STEEL TRUSS CONSTRUCTION CONCEALED SPACE Figure 10: Open Wood Truss and Open Web Steel Joist Construction with Non-Combustible Insulation Filling to Bottom of the Top Cord Using Steel Pipe(Cross Section View) TOP CHORD FRAME ARMS OF SPRINKLER GREATER THAN MUST BE INSTALLED PARALLEL 4'(100 n) DEEP _1-1/2'(40 nn)MINIMUM /—UPPER DECK WITH PIPING 2' C50 nn)MAXIMUM `// 7 P84'(2100 inn)60'(1500 nn)MAXIMUM MAXIMUM. 6'(150 nn)MINIMUM. It° AI CEILING + v /' I' " FRAME A jl1 CEILING Figure 11: Obstructed Wood Truss Construction(Steel Pipe, Cross Sectional View) Form No. F 081216 21.03.06 Rev 20.3 12 of 14 NIK ® COIN®QUICK ING TECHNICAL DATA RESPONSE UPRIGHT SPRINKLER VK950 (SPECIFIC APPLICATION) The Viking Corporation,210 N Industrial Park Drive,Hastings MI 49058 Telephone:269-945-9501 Technical Services:877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com UPPER VK950 WOOD TRUSS ON FACE. DECK —20' (500 run) I zs x x I I ICI _S`�_.r.....�:✓.'.�.,_......., _:7� -:........rv:v7..r;nZ'-::ter }s: Q..r..t::i-74t :=1.7 St:_t_ .....i_ :=1:=, _..._...''ir'..= NON-COMBUSTIBLE INSULATION 36' (915 nn) NON-COMBUSTIBLE SUSPENDED CEILING 6' (150 nn) MAXIMUM CLEARANCE FOR CPVC PIPE TO CEILING OR NON-COMBUSTIBLE CEILING INSULATION, OR 1/3 ACTUAL SPACE (MEASURED FROM THE TOP SURFACE OF THE CEILING TO THE BOTTOM OF THE DECK ABOVE) WHICHEVER IS SMALLER I4' (100 nn) FOR 12' (300 nn) TRUSS]. Figure 12: Wood Truss Construction with Chords on Face and Non-combustible Insulation Provided to the Bottom of the Trusses (CPVC and Steel Pipe,Cross Section View) Form No. F_081216 21.03.06 Rev 20.3 13 of 14 ® COIN®QUICK NIIKINGTECHNICAL DATA RESPONSE UPRIGHT SPRINKLER VK950 (SPECIFIC APPLICATION) The Viking Corporation,210 N Industrial Park Drive,Hastings MI 49058 Telephone:269-945-9501 Technical Services:877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com On Face g 4 3-1/2" (89 mm) 1-1/2" i (38 mm) Example of Typical 2x4 Construction Refer to Design Critera Figure 13A: Trusses on Face 1-1/2" (38 mm) " .;: On Edge Jtifilitill "w..•� .`. .: q .ira • Ill I i .. ::1i 1 1,1 •� � `z, 8 111 I ^''' tit•. 4, d ' t Example of Typical 2x4 Construction .•., Refer to Design Crites Figure 13B: Trusses on Edge Form No.F 081216 21.03.06 Rev 20.3 14 of 14 COIN®QUICK NiiuNG® TECHNICAL DATA RESPONSE UPRIGHT SPRINKLER VK950 (SPECIFIC APPLICATION) The Viking Corporation,210 N Industrial Park Drive,Hastings MI 49058 Telephone:269-945-9501 Technical Services:877-384-5464 Fax:269-818-1680 Email:techsvcs©vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com ELEVATION VIEW 9 PLAN VIEW Upper Deck _ H a z �i xi Lower Deck ELEVATION VIEW rUpper Deck w bottom of non-combustible insulation TY £' l Standard Coverage Applications x Extended Coverage Applications X23Yor3Z Xz4Yor4Z X<36"(900 mm) X<36"(900 mm) (Use dimension Y or Z,whichever is greater.) (Use dimension Y or Z,whichever is greater.) Figure 14: NFPA 13 Obstruction Criteria NFPA 13 Obstruction Criteria-Standard Coverage NFPA 13 Obstruction Criteria-Extended Coverage ApplicationTable 10.2.7.1.2 ApplicationTable 11.2.5.1.2 Maximum Maximum Distance from Sprinkler to Side Allowable Distance Distance from Sprinkler to Side Allowable Distance of Obstruction (X) of Deflector of Obstruction (X) of Deflector Above Bottom of Above Bottom of Obstruction (Y) Obstruction (Y) <1'-0" <300 mm 0" 0 mm <1'-0" <300 mm 0" 0 mm 1'-0" to<1'-6" 300 mm to<450 mm 2'/" 65 mm 1'-0" to<1'-6" 300 mm to<450 mm 0" 0 mm 1'-6"to<2'-0" 450 mm to<600 mm 31/2" 90 mm 1'-6"to<2'-0" 450 mm to<600 mm 1" 25 mm 2'-0"to<2'-6" 600 mm to<750 mm 5'/" 140 mm 2'-0"to<2'-6" 600 mm to<750 mm 1" 25 mm 2'-6"to<3'-0" 750 mm to<900 mm 7'/i" 190 mm 2'-6"to<3'-0" 750 mm to<900 mm 1" 75 mm 3'-0"to<3'-6" 900 mm to<1.1 m 9%:" 240 mm 3'-0"to<3'-6" 900 mm to<1.1 m 3" 75 mm 3'-6"to<4'-0" 1.1 m to<1.2 m 12" 300 mm 3'-6"to<4'-0" 1.1 m to<1.2 m 3" 75 mm 4'-0"to<4'-6" 1.2 m to<1.4 m 14" 350 mm 4'-0"to<4'-6" 1.2 m to<1.4 m 5" 125 mm 4'-6"to<5'-0" 1.4 m to<1.5 m 16'/d' 45 mm 4'-6"to<5'-0" 1.4 m to<1.5 m 7" 175 mm Form No. F_081216 21.03.06 Rev 20.3 Replaces Form No. F_081216 20.2 (Added new Figure 6 and 12.) Page 1 of 4 NIKING SPRINKLER GENERAL CARE, TECHNICAL DATA INSTALLATION,AND MAINTENANCE GUIDE The Viking Corporation,210 N Industrial Park Drive,Hastings MI 49058 Telephone:269-945-9501 Technical Services:877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page. 1. DESCRIPTION -STANDARD RESPONSE,QUICK RESPONSE,EXTENDED COVERAGE,AND DRY SPRINKLERS Viking thermosensitive spray sprinklers consist of a small frame and either a glass bulb or a fusible operating element.Available styles include pendent,flush pendent,concealed pendent,upright,horizontal sidewall,vertical sidewall,or conventional,depending on the particular sprinkler model selected. Viking sprinklers are available with various finishes,temperature ratings,responses,and K-Factors to meet design requirementst. Used in conjunction with one of the corrosion-resistant coatings (for frame style sprinklers), the units provide protection against many corrosive environments. In addition,the special Polyester or Teflon®coatings can be used in decorative applications where colors are desired. t Refer to the sprinkler technical data page for available styles,finishes,temperature ratings,responses,and nominal K-Factors for specific sprinkler models. 2. LISTINGS AND APPROVALS Refer to the Approval Charts on the appropriate sprinkler technical data page(s)and/or approval agency listings. 3. TECHNICAL DATA Specifications: At WARNING'Cancer and Reproductive Harm- Refer to the appropriate sprinkler technical data sheet. WAY.P85Wamings.ca gov Material Standards: Refer to the appropriate sprinkler technical data sheet. 4. INSTALLATION NOTE:Take care not to over-tighten the sprinkler and/or damage its operating parts! Maximum Torque: 1/2"NPT: 14 ft-lbs.(19.0 N-m) 3/4"NPT: 20 ft-lbs.(27.1 N-m) 1" NPT: 30 ft-lbs.(40.7 N-m) A.Care and Handling(also refer to Bulletin-Care and Handling of Sprinklers,Form No.F_091699.) Sprinklers must be handled with care.They must be stored in a cool, dry place in their original shipping container. Never install sprinklers that have been dropped, damaged, or exposed to temperatures exceeding the maximum ambient temperature al- lowed (refer to the temperature chart on the sprinkler technical data page). Never install any glass-bulb sprinkler if the bulb is cracked or if there is a loss of liquid from the bulb.A small air bubble should be present in the glass bulb.Any sprinkler with a loss of liquid from the glass bulb or damage to the fusible element should be destroyed immediately.(Note:Installing glass bulb sprinklers in direct sunlight(ultraviolet light)may affect the color of the dye used to color code the bulb.This color change does not affect the integrity of the bulb.) Sprinklers must be protected from mechanical damage during storage,transport,handling,and after installation.Sprinklers subject to mechanical damage must be protected with an approved sprinkler guard. Use only sprinklers listed as corrosion resistant when subject to corrosive environments.When installing corrosion-resistant sprin- klers,take care not to damage the corrosion-resistant coating. Use only the special wrench designed for installing coated or recessed Viking sprinklers(any other wrench may damage the unit). Concealed sprinklers must be installed in neutral or negative pressure plenums only! Use care when locating sprinklers near fixtures that can generate heat. Do not install sprinklers where they could be exposed to temperatures exceeding the maximum recommended ambient temperature for the temperature rating used. Wet pipe systems must be provided with adequate heat. Sprinklers supplied from dry systems in areas subject to freezing must be listed dry sprinklers,upright,or horizontal sidewall sprinklers installed so that water is not trapped.For dry systems,pendent sprinklers and sidewall sprinklers installed on return bends are permitted, where the sprinklers, return bend, and branch line piping are in an area maintained at or above 40°F(4°C). B.Installation Instructions-Standard Spray Sprinklers Viking sprinklers are manufactured and tested to meet the rigid requirements of approving agencies. They are designed to be installed in accordance with recognized installation standards.Deviation from the standards or any alteration to sprinklers or cover plate assemblies after they leave the factory including,but not limited to:painting,plating,coating,or modification,may render them inoperative and will automatically nullify the approvals and any guarantee made by The Viking Corporation. Form No.F_080614 18.10.11 Rev 16.1.P65 Replaces Form No.F_080614 Rev 16.1 (Added P65 Warning.) Page 2 of 4 VIKING SPRINKLER GENERAL CARE, TECHNICAL DATA INSTALLATION,AND MAINTENANCE GUIDE The Viking Corporation,210 N Industrial Park Drive,Hastings MI 49058 Telephone:269-945-9501 Technical Services:877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page. Before installation, be sure to have the appropriate sprinkler model and style, with the correct K-Factor,temperature rating, and response characteristics. Sprinklers must be installed after the piping is in place to prevent mechanical damage. Keep sprinklers with protective caps or bulb shields contained within the caps or shields during installation and testing,and any time the sprinkler is shipped or handled. la. For frame-style sprinklers, install escutcheon (if used),which is designed to thread onto the external threads of the sprinkler. Refer to the appropriate sprinkler data page to determine approved escutcheons for use with specific sprinkler models. lb. For flush and concealed style sprinklers: Cut the sprinkler nipple so that the %"or 3/4"(15 mm or 20 mm)* NPT outlet of the reducing coupling is at the desired location,and centered in the opening*in the ceiling or wall. *Size depends on the sprinkler model used.Refer to the sprinkler technical data page. 2.Apply a small amount of pipe-joint compound or tape to the external threads of the sprinkler only, taking care not to allow a build-up of compound in the sprinkler inlet.NOTE:Sprinklers with protective caps or bulb shields must have the caps or shields kept on them when applying pipe-joint compound or tape. Exception:For domed concealed sprinklers, remove the protective cap for installation,and then place it back on the sprinkler temporarily.. 3.Refer to the appropriate sprinkler technical data page to determine the correct sprinkler wrench for the model of sprinkler used. DO NOT use the deflector or fusible element to start or thread the sprinkler into a fitting. a. Install the sprinkler onto the piping using the special sprinkler wrench only, taking care not to over-tighten or damage the sprinkler. b.For flush and concealed style sprinklers:the internal diameter of the special sprinkler installation wrench is designed for use with the sprinkler contained in the protective cap.Exception:For domed concealed sprinklers,remove the protective cap for installation, and then place it back on the sprinkler temporarily. Thread the flush or concealed sprinkler into the 1/2"or 3/4" (15 mm or 20 mm)*NPT outlet of the coupling by turning it clockwise with the special sprinkler wrench.*Thread size depends on the particular sprinkler model used.Refer to the sprinkler technical data page. C.Installation Instructions-Dry Sprinklers WARNING: Viking dry sprinklers are to be installed in the 1" outlet(for dry and preaction systems), or run of malleable, ductile iron, or Nibco CPVC*threaded tee fittings(for wet systems)that meet the dimensional requirements of ANSI B16.3(Class 150), or cast iron threaded tee fittings that meet the dimensional requirements of ANSI B16.4(Class 125),even at branch line ends.The threaded end of the dry sprinkler is designed to allow the seal to penetrate and extend into the fitting to a predetermined depth. This prevents condensation from accumulating and freezing over the sprinkler seal. *NOTE: When using CPVC fittings with Viking dry sprinklers,use only new Nibco Model 5012-S-al.When selecting other CPVC fittings,contact Viking Technical Services. 1.DO NOT install the dry sprinkler into a threaded elbow,coupling,or any other fitting that could interfere with thread penetration. Such installation would damage the brass seal. 2. DO NOT install dry sprinklers into couplings or fittings that would allow condensation to accumulate above the seal when the sprinkler is located in an area subject to freezing. 3.NEVER try to modify dry sprinklers.They are manufactured for specific"A"or"B"dimensions and cannot be modified. The dry sprinkler must be installed after the piping is in place to prevent mechanical damage. Before installation, be sure to have the correct sprinkler model and style,with the appropriate"A"or"B"dimension(s), temperature rating, orifice size, and response characteristics. Keep sprinklers with protective caps or bulb shields contained within the caps or shields during installation and testing, and any time the sprinkler is shipped or handled. Exception: For concealed and adjustable recessed dry sprinklers, the protective caps and shields are removed for installation. To install the dry sprinkler, refer to the instructions below and the appropriate sprinkler technical data page for illustrated instruc- tions. Dry upright sprinklers must be installed above the piping,in the upright position only. When installing dry upright or plain barrel style vertical sidewall sprinklers on piping located close to the ceiling,it maybe necessary to lower the sprinkler into the fitting from above the ceiling. When installing dry upright or plain barrel vertical sidewall sprinklers from below the ceiling, verify that the opening in the ceiling is a minimum 1-1/2'(38.1 mm)in diameter. For dry upright or plain barrel vertical sidewall sprinklers in the upright position: First, install the escutcheon (if used) over the threaded end of the sprinkler barrel.Slide the escutcheon past the external threads.NOTE:When installing the dry upright or plain barrel vertical sidewall sprinkler from above the ceiling, it will be necessary to install the escutcheon after lowering the threaded end of the sprinkler through the ceiling penetration. A.For all dry sprinklers:Apply a small amount of pipe-joint compound or tape to the external threads of the sprinkler barrel only, taking care not to allow a build-up of compound or tape over the brass inlet and seal. NOTE:Sprinklers with protective caps or bulb shields must be contained within the caps or shields before applying pipe-joint compound or tape. Form No.F_080614 18.10.11 Rev 16.1.P65 Page 3 of 4 SPRINKLER GENERAL CARE, TECHNICAL DATA INSTALLATION,AND MAINTENANCE GUIDE The Viking Corporation,210 N Industrial Park Drive,Hastings MI 49058 Telephone:269-945-9501 Technical Services:877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page. B. Refer to the appropriate sprinkler technical data page to determine the correct sprinkler wrench for the model of sprinkler used. C. Install the dry sprinkler on the piping using the special dry sprinkler wrench only,while taking care not to damage the sprinkler. NOTE:Thread the sprinkler into the fitting hand tight, plus 1/2 turn with the dry sprinkler wrench. D. For adjustable standard and adjustable recessed dry pendent and sidewall sprinklers:Escutcheons can be installed after the sprinklers have been installed onto the piping.Refer to the appropriate sprinkler technical data page fur escutcheon installation instructions and illustrations. D.Installation Instructions-Testing 4.After installation, the entire sprinkler system must be tested.The test must be conducted to comply with the installation stand- ards.Viking high pressure sprinklers may be hydrostatically tested at a maximum of 300 psi(20.7 bar)for limited periods of time (two hours),for the purpose of acceptance by the Authority Having Jurisdiction. a.Make sure the sprinkler is properly tightened. If a thread leak occurs,normally the sprinkler must be removed,new pipe joint compound or tape applied, and then reinstalled. This is due to the fact that when the joint seal is damaged, the sealing compound or tape is washed out of the joint.Air testing[do not exceed 40 psi(2.76 bar)]the sprinkler piping prior to testing with water may be considered in areas where leakage during testing must be prevented.Refer to the Installation Standards and the Authority Having Jurisdiction. b. Remove plastic protective sprinkler caps or bulb shields AFTER the wall or ceiling finish work is completed where the sprinkler is installed and there no longer is a potential for mechanical damage to the sprinkler operating ele- ments.To remove the bulb shields, simply pull the ends of the shields apart where they are snapped together.To remove caps from frame style sprinklers, turn the caps slightly and pull them off the sprinklers. SPRINKLER CAPS OR BULB SHIELDS MUST BE REMOVED FROM SPRINKLERS BEFORE PLACING THE SYSTEM IN SERVICE!Retain a protective cap or shield in the spare sprinkler cabinet 5. For flush style sprinklers:the ceiling ring can now be installed onto the sprinkler body.Align the ceiling ring with the sprinkler body and thread or push it on (depends on sprinkler model) until the outer flange touches the surface of the ceiling. Note the maximum adjustment is 1/4"(6.35 mm).DO NOT MODIFY THE UNIT.If necessary,re-cut the sprinkler drop nipple as required. 6.For concealed sprinklers:the cover assembly can now be attached. a. Remove the cover from the protective box,taking care not to damage the cover plate assembly. b.Gently place the base of the cover plate assembly over the sprinkler protruding through the opening in the ceiling. c. Push the cover plate assembly onto the sprinkler until the unfinished brass flange of the cover plate base (or the cover adapter, if used)touches the surface of the ceiling. d.Refer to the applicable technical data sheet to determin the maximum adjustment available for concealed sprinklers.DO NOT MODIFY THE UNIT. If necessary, re-cut the sprinkler drop nipple. NOTE:If it is necessary to remove the entire sprinkler unit,the system must be taken out of service.See section 6.INSPECTIONS, TESTS AND MAINTENANCE and follow all warnings and instructions. 5. OPERATION Refer to the appropriate sprinkler technical data page(s).During fire conditions,the operating element fuses or shatters(depending on the type of sprinkler),releasing the pip cap and sealing assembly.Water flowing through the sprinkler orifice strikes the sprinkler deflector,forming a uniform spray pattern to extinguish or control the fire. IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data, the appro- priate standards of NFPA, FM Global, LPCB, APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. The sprinkler technical data page may contain installation requirements specific for the sprinkler model selected. The use of certain types of sprinklers may be limited due to occupancy and hazard.Refer to the Authority Having Jurisdiction prior to installation. Form No.F_080614 18.10.11 Rev 16.1.P65 Page 4 of 4 VIKING SPRINKLER GENERAL CARE, TECHNICAL DATA INSTALLATION,AND MAINTENANCE GUIDE The Viking Corporation,210 N Industrial Park Drive,Hastings MI 49058 Telephone:269-945-9501 Technical Services:877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page. 6. INSPECTIONS, TESTS AND MAINTENANCE NOTICE: Refer to NFPA 25 for Inspection,Testing and Maintenance requirements. NOTICE: The owner is responsible for having the fire-protection system and devices inspected, tested, and maintained in proper operating condition in accordance with this guide,and applicable NFPA standards.In addition,the Authority Having Jurisdiction may have additional maintenance,testing,and inspection requirements that must be followed. A.Sprinklers must be inspected on a regular basis for corrosion,mechanical damage,obstructions,paint,etc.Frequency of inspec- tions may vary due to corrosive atmospheres,water supplies,and activity around the sprinkler unit. B. Sprinklers or cover plate assemblies that have been field painted, caulked, or mechanically damaged must be replaced im- mediately.Sprinklers showing signs of corrosion shall be tested and/or replaced immediately as required. Installation standards require sprinklers to be tested and, if necessary,replaced after a specified term of service. Refer to NFPA 25 and the Authority Having Jurisdiction for the specified period of time after which testing and/or replacement is required. Never attempt to repair or reassemble a sprinkler. Sprinklers and cover assemblies that have operated cannot be reassembled or re-used, but must be replaced.When replacement is necessary, use only new sprinklers and cover assemblies with identical performance char- acteristics. C. The sprinkler discharge pattern is critical for proper fire protection. Therefore, nothing should be hung from, attached to, or otherwise obstruct the discharge pattern.All obstructions must be immediately removed or, if necessary, additional sprinklers installed. D.When replacing existing sprinklers,the system must be removed from service. Refer to the appropriate system description and/ or valve instructions. Prior to removing the system from service, notify all Authorities Having Jurisdiction.Consideration should be given to employment of a fire patrol in the affected area. 1. Remove the system from service,drain all water,and relieve all pressure on the piping. 2a. For frame-style sprinklers, use the special sprinkler wrench to remove the old sprinkler by turning it counterclockwise to unthread it from the piping. 2b. For flush and concealed style sprinklers: Remove the ceiling ring or cover plate assem- bly before unthreading the sprinkler body from the piping. Ceiling rings and cover plates can be removed ei- ther by gently unthreading them or pulling them off the sprinkler body (depends on the sprinkler model used). After the ceiling ring or cover plate assembly has been removed from the sprinkler body, place the plastic protective cap (from the spare sprinkler cabinet) over the sprinkler to be removed and then fit the sprinkler wrench over the cap. Then use the wrench to unthread the sprinkler from the piping. Exception:Domed concealed sprinklers am removed without the plastic cap. 3. Install the new sprinkler unit by following the instructions in section 4.INSTALLATION.Care must be taken to ensure that the replacement sprinkler is the proper model and style,with the correct K-Factor,temperature rating,and response character- istics.A fully stocked spare sprinkler cabinet should be provided for this purpose.For flush or concealed sprinklers:stock of spare ceiling rings or cover plates should also be available in the spare sprinkler cabinet. E. Place the system back in service and secure all valves. Check for and repair all leaks.Sprinkler systems that have been sub- jected to a fire must be returned to service as soon as possible.The entire system must be inspected for damage,and repaired or replaced as necessary.Sprinklers that have been exposed to corrosive products of combustion or high ambient temperatures, but have not operated,should be replaced. Refer to the Authority Having Jurisdiction for minimum replacement requirements. 7. AVAILABILITY Viking sprinklers are available through a network of domestic and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. 8. GUARANTEE For details of warranty,refer to Viking's current list price schedule or contact Viking directly. Form No.F_080614 18.10.11 Rev 16.1.P65 Replaces Form No.F_080614 Rev 16.1 (Added P65 Warning.) Page 1 of 3 NIKING TECHNICAL DATA SPRINKLER OVERVIEW The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone:269-945-9501 Technical Services: 877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com 1. DESCRIPTION Viking fire sprinklers consist of a threaded frame with a specific waterway or orifice size and a deflector for distributing water in a specified pattern.A closed or sealed sprinkler refers to a complete assembly,including the thermosensitive operating element.An open sprinkler does not use an operating element and is open at all times.The distribution of water is intended to extinguish a fire or to control its spread. Viking sprinklers are available in several models and styles. Refer to specific sprinkler technical data pages for available styles, finishes,temperature ratings,thread sizes,and nominal K-Factors for the particular model selected. 2. LISTINGS AND APPROVALS Refer to the Approval Charts on the appropriate sprinkler technical data page(s)and/or /,� w.RNIN0 Cancer end Reproductive Henn approval agency listings. > P55Wemings.ca gov 3. TECHNICAL DATA Pressure Ratings: Maximum allowable water working pressure is 175 psig(12 Bar)unless rated and specified for high water working pressure[250 psig(17.2 bar)]. Sprinkler Identification: Viking sprinklers are identified and marked with the word Viking",the sprinkler identification number(SIN)consisting of"VK"plus a three digit number*,the model letter,and the year of manufacture. Available Finishes: Viking sprinklers are available in several decorative finishes. Some models are available with corrosion-resistant coatings or are fabricated from non-corrosive material. Refer to the sprinkler technical data page for additional information. Available Temperature Ratings: Viking sprinklers are available in several temperature ratings that relate to a specific temperature classification.Applicable installa- tion rules mandate the use and limitations of each temperature classification.In selecting the appropriate temperature classifica- tion, the maximum expected ceiling temperature must be known. When there is doubt as to the maximum temperature at the sprinkler location,a maximum-reading thermometer should be used to determine the temperature under conditions that would show the highest readings to be expected.In addition,recognized installation rules may require a higher temperature classifica- tion,depending upon sprinkler location,occupancy classification,commodity classification,storage height,and other hazards.In all cases,the maximum expected ceiling temperature dictates the lowest allowable temperature classification.Sprinklers located immediately adjacent to a heat source may require a higher temperature rating. K-Factors: Viking sprinklers are available in several orifice sizes with related K-Factors.The orifice is a tapered waterway and,therefore,the K-Factor given is nominal.Nominal U.S.K-Factors are provided in accordance with the 1999 edition of NFPA 13,Section 3-2.3. Refer to the specific data page for appropriate K-Factor information. Available Styles: Viking sprinklers are available for installation in several positions as indicated by a stamping on the deflector.The deflector style dictates the appropriate installation position of the sprinkler; it breaks the solid stream of water issuing from the sprinkler orifice to form a specific spray pattern.The following list indicates the various styles and identification of Viking sprinklers. UPRIGHT SPRINKLER;A sprinkler intended to be installed with the deflector above the frame so water flows upward through the orifice, striking the deflector and forming an umbrella-shaped spray pat- tern downward.Marked"SSU"(Standard Sprinkler Upright)or"UPRIGHT" Viking Technical Data may be found on on the deflector. PENDENT SPRINKLER:A sprinkler intended to be oriented with the deflec- The Viking Corporation's Web site at tor below the frame so water flows downward through the orifice, striking http://www.vikinggroupinc.com. the deflector and forming an umbrella-shaped spray pattern downward. The Web site may include a more recent Marked "SSP" (Standard Sprinkler Pendent) or "PENDENT" on the de- edition of this Technical Data Page. flector. CONVENTIONAL SPRINKLER;An"old style"sprinkler intended to be installed with the deflector in either the upright or pendent position.The deflector provides a spherical type pattern with 40 to 60 percent of the water initially directed downward and a proportion directed upward. Must be installed in accordance with installation rules for conventional or old style sprinklers. DO NOT USE AS A REPLACEMENT FOR STANDARD SPRAY SPRINKLERS.Marked"C U/P"(Conventional Upright/Pendent)on the deflector. Form No.F_080814 18.12.06 Rev 14.1.P65 Replaces Form No.F_080814 Rev 14.1 (Added P65 Warning.) Page 2 of 3 NIKINGTECHNICAL DATA SPRINKLER OVERVIEW The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone:269-945-9501 Technical Services:877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com VERTICAL SIDEWALL(VSW)SPRINKLER;A sprinkler intended for installation near the wall and ceiling.The deflector provides a water spray pattern outward in a quarter-spherical pattern and can be installed in the upright or pendent position with the flow arrow in the direction of discharge. Marked "SIDEWALL" on the deflector with an arrow and the word "FLOW". (Note: Some vertical sidewall sprinklers can only be installed in the upright or pendent position—in this case,the sprinkler will also be marked "UPRIGHT or"PENDENT.) HORIZONTAL SIDEWALL(HSW)SPRINKLER:A sprinkler intended for installation near the wall and ceiling.The special deflector provides a water spray pattern outward in a quarter-spherical pattern. Most of the water is directed away from the nearby wall with a small portion directed at the wall behind the sprinkler.The top of the deflector is oriented parallel with the ceiling or roof. The flow arrows point in the direction of discharge.Marked"SIDEWALL"and"TOP"with an arrow and the word"FLOW". EXTENDED COVERAGE (EC) SPRINKLER.,A spray sprinkler designed to discharge water over an area having the maximum dimensions indicated in the individual listings.Maximum area of coverage,minimum flow rate,orifice size,and nominal K-Factor are specified in the individual listings.EC sprinklers are intended for Light-Hazard occupancies with smooth,flat,horizontal ceil- ings unless otherwise specified. In addition to the above markings,the sprinkler is marked"EC". QUICK RESPONSE (QR) SPRINKLER:A spray sprinkler with a fast- actuating operating element. The use of quick response sprinklers may be limited due to occupancy and hazard.Refer to the Authority Having Jurisdiction (AHJ)prior to installing. QUICK RESPONSE EXTENDED COVERAGE(QREC)SPRINKLER:A spray sprinkler designed to discharge water over an area having the maximum dimensions indicated in the individual listing.This is a sprinkler with an operating element that meets the criteria for quick response.QREC sprinklers are only intended for Light Hazard occupancies.The sprinkler is marked"QREC". FLUSH SPRINKLER:A decorative spray sprinkler intended for installation with a concealed piping system. The unit is mounted flush with the ceiling or wall,with the fusible link exposed. Upon actuation,the deflector extends beyond the ceiling or wall to distribute water discharge.The sprinkler is marked"SSP","PEND",or"SIDEWALL"and"TOP". CONCEALED SPRINKLER:A decorative spray sprinkler intended for installation with a concealed piping system.The sprinkler is hidden from view by a cover plate installed flush with the ceiling or wall. During fire conditions,the cover plate detaches, and upon sprinkler actuation,the deflector extends beyond the ceiling or wall to distribute water discharge.The sprinkler is marked "SSP","PEND",or"SIDEWALL"and"TOP". RECESSED SPRINKLER:A spray sprinkler assembly intended for installation with a concealed piping system.The assembly con- sists of a sprinkler installed in a decorative adjustable recessed escutcheon that minimizes the protrusion of the sprinkler beyond the ceiling or wall without adversely affecting the sprinkler distribution or sensitivity.Refer to the appropriate technical data page for allowable sprinkler models,temperature ratings, and occupancy classifications. DO NOT RECESS ANY SPRINKLER NOT LISTED FOR USE WITH THE ESCUTCHEON. CORROSION-RESISTANT SPRINKLER:A special service sprinkler with non-corrosive protective coatings, or that is fabricated from non-corrosive material,for use in atmospheres that would normally corrode sprinklers. DRY SPRINKLER:A special-service sprinkler intended for installation on dry pipe systems or wet pipe systems where the sprinkler is subject to freezing temperatures.The unit consists of a sprinkler permanently secured to an extension nipple with a sealed inlet end to prevent water from entering the nipple until the sprinkler operates.The unit MUST be installed in a tee fitting. Dry upright sprinklers are marked with the"B"dimension[distance from the face of the fitting(tee)to the top of the deflector]. Dry pendent and sidewall sprinklers are marked with the "A"dimension [the distance from the face of fitting (tee)to the finished surface of the ceiling or wall]. LARGE DROP SPRINKLER:A type of special application sprinkler used to provide fire control of specific high-challenge fire haz- ards. Large drop sprinklers are designed to produce an umbrella-shaped spray pattern downward with a higher percentage of "large"water droplets than standard spray sprinklers.The sprinkler has an extra-large orifice with a nominal K-Factor of 11.2. Marked"HIGH CHALLENGE"and"UPRIGHT". EARLY SUPPRESSION FAST-RESPONSE(ESFR)SPRINKLER;A sprinkler intended to provide fire suppression of specific high- challenge fire hazards through the use of a fast response fusible link, 14.0,16.8,or 25.2 nominal K-Factor,and special deflector. ESFR sprinklers are designed to produce high-momentum water droplets in a hemispherical pattern below the deflector.This permits penetration of the fire plume and direct wetting of the burning fuel surface while cooling the atmosphere early in the development of a high-challenge fire.Marked"ESFR"and"UPRIGHT"or"PEND". INTERMEDIATE LEVEURACK STORAGE SPRINKLER:A standard spray sprinkler assembly designed to protect its operating element from the spray of sprinklers installed at higher elevations.The assembly consists of a standard or large orifice upright or pendent sprinkler with an integral upright or pendent water shield and guard assembly. Use only those sprinklers that have been tested and listed for use with the assembly. Refer to the technical data page for allowable sprinkler models. RESIDENTIAL SPRINKLER:A sprinkler intended for use in the following occupancies:one-and two-family dwellings with the fire protection sprinkler system installed in accordance with NFPA 13D;residential occupancies up to four stories in height with the fire protection system installed in accordance with NFPA 13R;and where allowed by the Authority Having Jurisdiction in resi- dential portions of any occupancy with the fire protection system installed in accordance with NFPA 13. Form No.F_080814 18.12.06 Rev 14.1.P65 Page 3 of 3 TECHNICAL DATA SPRINKLER OVERVIEW The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Residential sprinklers have a unique distribution pattern and utilize a"fast response"heat sensitive operating element.They en- hance survivability in the room of fire origin and are designed to provide a life safety environment for a minimum of ten minutes.For this reason,residential sprinklers must not be used to replace standard sprinklers unless tested for and approved by the Authority Having Jurisdiction. In addition to standard markings,the unit is identified as"RESIDENTIAL SPRINKLER"or"RES". 4. INSTALLATION Refer to appropriate NFPA Installation Standards. 5. OPERATION Refer to the appropriate sprinkler technical data page(s). 6. INSPECTIONS,TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection,Testing and Maintenance requirements. 7. AVAILABILITY Viking sprinklers are available through a network of domestic and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. 8. GUARANTEE For details of warranty,refer to Viking's current list price schedule or contact Viking directly. IMPORTANT:Always referto Bulletin Form No.F_091699-Care and Handling ofSprinklers and the appropriate sprin- klergeneral care,instal lation,and mai ntenance guide.Vi ki ng sprinklers areto be installed in accordance with the latest edition of Viking technical data,the appropriate standards of NFPA,FM Global,LPCB,APSAD,VdS or other similar organizations,andalsowiththe provisions of governmental codes,ordinances,and standards,wheneverapplicable. The sprinkler technical data page may contain installation requirements specific for the sprinkler model selected. The use of certain types of sprinklers may be limited due to occupancy and hazard.Refer to the Authority Having Jurisdiction prior to Installation. Form No.F_080814 18.12.06 Rev 14.1.P65 Replaces Form No.F_080814 Rev 14.1 (Added P65 Warning.) Page 1 of 4 NIKING BULLETIN CARE AND HANDLING OF SPRINKLERS The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone:269-945-9501 Technical Services:877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com SPRINKLERS ARE FRAGILE - HANDLE WITH CARE! General Handling and Storage, • Store sprinklers in a cool,dry place. Y • Protect sprinklers during storage,transport,handling,and after installation. • Use the original shipping containers. DO NOT place sprinklers loose in boxes, bins, �`' `Y or buckets. • Keep sprinklers separated at all times. DO NOT allow metal parts to contact sprinkler �• operating elements. For Pre-Assembled Drops; CORRECT INCORRECT R (Original container used) (Placed loose in box) • Protect sprinklers during handling and after installation. Tie • For recessed assemblies,use the protective sprinkler cap(Viking Part Number 10364). Sprinklers with Protective Shields or Cans: . • DO NOT remove shields or caps until after sprinkler installation and there no longer is potential for mechanical damage to the sprinkler operating elements. < •Sprinkler shields or caps MUST be removed BEFORE placing the system In is service! CORRECT INCORRECT • Remove the sprinkler shield by carefully pulling it apart where it is snapped together. (Protected with caps) (Protective caps not used) • Remove the cap by turning it slightly and pulling it off the sprinkler. Sprinkler Installation; • DO NOT use the sprinkler deflector or operating element to start or thread the sprinkler into a fitting. ; • Use only the designated sprinkler head wrench!Refer to the current sprinkler tech- nical data page to determine the correct wrench for the model of sprinkler used. • DO NOT install sprinklers onto piping at the floor level. CORRECT INCORRECT (Piping Is in place at the (Sprinkler at floor level) • Install sprinklers after the piping is in place to prevent mechanical damage. ceiling) • DO NOT allow impacts such as hammer blows directly to sprinklers or to fittings,pipe, or couplings in close proximity to sprinklers.Sprinklers can be damaged from direct or Pr indirect impacts. • DO NOT attempt to remove drywall, paint,etc.,from sprinklers. •Take care not to over-tighten the sprinkler and/or damage its operating parts! Maximum Torque: 11111 1/2"NPT: 14 ft-lbs.(19.0 N-m) ,, 3/4"NPT: 20 ft-Ibs.(27.1 N-m) CORRECT INCORRECT (Special installation (Designated wrench not 1"NPT: 30 ft-lbs.(40.7 N-m) wrenches) used) A WARNING:Cancer and Reproductive Hamm / www.P65wamings.cagov Any sprinkler with a loss of liquid from the glass bulb or damage to the fusible element should be destroyed. Never install sprinklers that have been dropped,damaged,or exposed to temperatures exceeding the maximum ambient temperature allowed.Sprinklers that have been painted in the field must be replaced per NFPA 13. Protect sprinklers from paint and paint overspray in accordance with the installation standards. Do not clean sprinklers with soap and water,ammonia,or any other cleaning fluid. Do not use adhesives or solvents on sprinklers or their operating elements. Refer to the appropriate technical data page and NFPA standards for complete care,handling,installation,and maintenance instructions.For additional product and system information Viking data pages and installation instructions are available on the Viking Web site at www.vikinggroupinc.com. Form No. F_091699 18.10.11 Rev 16.1.P65 Replaces Form No. F_091699 Rev 16.1 (Added P65 Warning) Page 2 of 4 BULLETIN CARE AND HANDLING OF SPRINKLERS The Viking Corporation,210 N Industrial Park Drive, Hastings M149058 Telephone:269-945-9501 Technical Services: 877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com PROTECTIVE SPRINKLER SHIELDS AND CAPS General Handling and Storage: Many Viking sprinklers are available with a plastic protective cap or shield temporarily covering the operating elements.The snap- on shields and caps are factory installed and are intended to help protect the operating elements from mechanical damage during shipping,storage,and installation.NOTE: It is still necessary to follow the care and handling instructions on the appropriate sprin- kler technical data sheets*when installing sprinklers with bulb shields or caps. WHEN TO REMOVE THE SHIELDS AND CAPS: NOTE: SHIELDS AND CAPS MUST BE REMOVED FROM SPRINKLERS BEFORE PLACING THE SYSTEM IN SERVICE! Remove the shield or cap from the sprinkler only after checking all of the following: •The sprinkler has been installed*. •The wall or ceiling finish work is completed where the sprinkler is installed and there no longer is a potential for mechanical damage to the sprinkler operating elements. SHIELDS AND CAPS MUST BE REMOVED FROM SPRINKLERS BEFORE PLACING THE SYSTEM IN SERVICE! ** '.. ILR .t' • fr • h s <� Figure 1:Sprinkler shield being Figure 2:Sprinkler cap being Figure 3:Sprinkler cap being re- removed from a pendent sprinkler. removed from a pendent sprinkler. moved from and upright sprinkler. HOW TO REMOVE SHIELDS AND CAPS: No tools are necessary to remove the shields or caps from sprinklers. DO NOT use any sharp objects to remove them!Take care not to cause mechanical damage to sprinklers when removing the shields or caps.When removing caps from fusible ele- ment sprinklers,use care to prevent dislodging ejector springs or damaging fusible elements.NOTE:Squeezing the sprinkler cap excessively could damage sprinkler fusible elements. •To remove the shield,simply pull the ends of the shield apart where it is snapped together. Refer to Figure 1. •To remove the cap,turn it slightly and pull it off the sprinkler.Refer to Figures 2 and 3. NOTICE Refer to the current sprinkler technical data page to determine the correct sprinkler wrench for the model of sprinkler used. Never install sprinklers that have been dropped,damaged,or exposed to temperatures in excess of the maximum ambient temperature allowed. * Refer to the appropriate current technical data pages for complete care, handling, and installation instructions. Data pages are included with each shipment from Viking or Viking distributors.They can also be found on the Web site at www. vikinggroupinc.com. Form No. F_091699 18.10.11 Rev 16.1.P65 Page 3 of 4 VIKING BULLETIN CARE AND HANDLING OF SPRINKLERS The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone:269-945-9501 Technical Services: 877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com ACAU ION J CONCEALED COVER ASSEMBLIES ARE FRAGILE! TO ASSURE SATISFACTORY PERFORMANCE OF THE PRODUCT,HANDLE WITH CARE. + ► Concealed Sprinkler and Adapter ,.. ... Assembly(Protective Cap Removed) i R� ws k . am p. f,• yf. i ..y Concealed Sprinkler and Adapter «. ✓ ,, _ , ,; Assembly with Protective Cap Cover Plate Assembly •",*xw • • K-.^^- , (Pendent Cover 12381 shown) •.'. �� GENERAL HANDLING AND STORAGE INSTRUCTIONS: • Do not store in temperatures exceeding 100°F(38°C).Avoid direct sunlight and confined areas subject to heat. • Protect sprinklers and cover assemblies during storage,transport,handling,and after installation. —Use original shipping containers. —Do not place sprinklers or cover assemblies loose in boxes,bins,or buckets. • Keep the sprinkler bodies covered with the protective sprinkler cap any time the sprinklers are shipped or handled,during testing of the system,and while ceiling finish work is being completed. • Use only the designated Viking recessed sprinkler wrench(refer to the appropriate sprinkler data page)to install these sprinklers.NOTE:The protective cap is temporarily removed during installation and then placed back on the sprinkler for protection until finish work is completed. • Do not over-tighten the sprinklers into fittings during installation. • Do not use the sprinkler deflector to start or thread the sprinklers into fittings during installation. • Do not attempt to remove drywall,paint,etc.,from the sprinklers. • Remove the plastic protective cap from the sprinkler before attaching the cover plate assembly.PROTECTIVE CAPS MUST BE REMOVED FROM SPRINKLERS BEFORE PLACING THE SYSTEM IN SERVICE! Refer to the appropriate current technical data pages for complete care, handling, and installation instructions. Data pages are included with each shipment from Viking or Viking distributors.They can also be found on the Web site at www. vikinggroupinc.com. Form No. F_091699 18.10.11 Rev 16.1.P65 Page 4 of 4 NIKING BULLETIN CARE AND HANDLING OF SPRINKLERS The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone:269-945-9501 Technical Services: 877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com USE THE FOLLOWING PRECAUTIONS WHEN HANDLING WAX-COATED SPRINKLERS Many of Viking's sprinklers are available with factory-applied wax coating for corrosion resistance.These sprinklers MUST receive appropriate care and handling to avoid damaging the wax coating and to assure satisfactory performance of the product. General Handling and Storage of Wax-Coated Sprinklers: • Store the sprinklers in a cool,dry place(in temperatures below the maximum ambient temperature allowed for the sprinkler temperature rating.Refer to Table 1 below.) • Store containers of wax-coated sprinklers separate from other sprinklers. • Protect the sprinklers during storage,transport,handling,and after installation. • Use original shipping containers. • Do not place sprinklers in loose boxes,bins,or buckets. Installation of Wax-Coated Sprinklers: Use only the special sprinkler head wrench designed for installing wax-coated Viking sprinklers(any other wrench may damage the unit). •Take care not to crack the wax coating on the units. • For touching up the wax coating after installation,wax is available from Viking in bar form.Refer to Table 1 below.The coating MUST be repaired after sprinkler installation to protect the corrosion-resistant properties of the sprinkler. • Use care when locating sprinklers near fixtures that can generate heat.Do not install sprinklers where they would be exposed to temperatures exceed- ing the maximum recommended ambient temperature for the temperature rating used. • Inspect the coated sprinklers frequently soon after installation to verify the integrity of the corrosion resistant coating.Thereafter,inspect representative samples of the coated sprinklers in accordance with NFPA 25.Close up visual inspections are necessary to determine whether the sprinklers are being affected by corrosive conditions. TABLE 1 155°F(68°C)/165°F(74°C) 02568A 148°F(64°C) 100°F(38°C) Light Brown 175°F(79°C) 04146A 161 °F(71 °C) 150°F(65°C) Brown 200°F(93°C) 04146A 161 °F(71 °C) 150°F(65°C) Brown 220°F(104°C) 02569A 170°F(76°C) 150°F(65°C) Dark Brown 286°F(141 °C) 02569A 170°F(76°C) 150°F(65°C) Dark Brown Based on NFPA-13.Other limits may apply,depending on fire loading,sprinkler location,and other requirements of the Authority Having Jurisdiction.Refer to specific installation standards. Never install sprinklers that have been dropped,damaged,or exposed to temperatures in excess of the maximum ambi- ent temperature allowed. Refer to the appropriate current technical data pages for complete care, handling, and installation instructions. Data pages are included with each shipment from Viking or Viking distributors.They can also be found on the Web site at www. vikinggroupinc.com. Form No. F_091699 18.10.11 Rev 16.1.P65 Replaces Form No. F_091699 Rev 16.1 (Added P65 Warning) Page 1 of 1 NIKING® REGULATORY AND HEALTH BULLETIN WARNINGS The Viking Corporation,210 N Industrial Park Drive,Hastings MI 49058 Telephone:269-945-9501 Technical Services:877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggroupinc.com 1. DESCRIPTION Regulatory and Health Warnings applying to materials used in the manufacture and construction of fire protection products are provided herin as they relate to legally mandated jurisdictional regions. STATE OF CALIFORNIA,USA Installing or servicing fire protection products such as sprinklers,valves,piping etc.can expose you to chemicals including,but not li- mited to,lead,nickel,butadiene,titaninum dioxide,chromium,carbon black,and acrylonitrile which are known to the State of California to cause cancer or birth defects or other reproductive harm. For more information,go to www.P65Warnings.ca.gov 2. WARRANTY TERMS AND CONDITIONS For details of warranty, refer to Viking's current list price schedule at www.vikinggroupinc.com or contact Viking directly. Form No.F_111218 18.11.15 Rev 18.1 New Bulletin Bulletin 172 September 2022 NM Reliable:0 Model J112 and JL112 Sprinklers Extended Coverage Sprinklers for Light Hazard and Ordinary Hazard cULus Listed K11.2(160 metric) Product Description Model J112 and JL112 series sprinklers are cULus Listed - extended coverage spray sprinklers intended for installation ; in accordance with NFPA 13.The sprinklers also have cULus tir'` Listed Specific Application Criteria for installation under '_ concrete tee construction in accordance with the requirements + documented in this bulletin.Coverage areas up to 400 ft2(37 '' " m2)per sprinkler with a maximum spacing of up to 20 ft by 20 �, ... ft(6.1 m by 6.1 m)are permitted for both Light Hazard and Ordinary Hazard occupancies.Listed flows and pressures for each hazard classification and sprinkler spacing are provided in this bulletin. Model J112 and JL112 series sprinkler are Model JL112 Upright Model J112 Upright cULus Listed as quick-response sprinklers for Light Hazard occupancies.When used in the Ordinary Hazard occupancies, Model J112 and JL112 series sprinklers are cULus Listed as - quick-response for spacings up to 14 ft by 14 ft(4.3 m by 4.3 "-, , m)and standard-response for other listed spacings up to 20 ft by 20 ft(6.1 m by 6.1 m). Model J112 Pendent and J112 Upright sprinklers use a glass \+ bulb operating element and are cULus Listed as Corrosion Resistant Sprinklers when ordered with White Polyester,Black ...- Polyester,or Electroless Nickel PTFE(ENT)finish.Model - JL112 Pendent and JL112 Upright sprinklers use a fusible link operating element. Model J112 Pendent and Model JL112 Model JL112 Pendent Model J112 Pendent Pendent sprinklers are cULus Listed for use with the Model F2 and Model FP recessed escutcheons,which provide up to inch(13 mm)of adjustment.In addition,for Ordinary Hazard occupancies,the Model J112 Pendent and Model JL112 •----_ Pendent sprinklers are cULus Listed for use with the Model F1 recessed escutcheon that provides up to 3/inch(19 mm)of adjustment. , A. Ill Application ' Model J112 and JL112 series sprinklers are intended for - - - installation in Light Hazard and Ordinary Hazard occupancies - -in accordance with NFPA 13.The sprinklers must be installed in accordance with the requirements of NFPA 13 for extended coverage spray sprinklers and the requirements identified in F1/F2 Recessed Escutcheon FP Recessed Escutcheon this bulletin. In addition to the installation requirements of NFPA 13,cULus Listed Specific Application Criteria for installation under concrete tee construction is provided in this bulletin. Model J112 and JL112 Series Sprinkler Summary Table A Model Orientation Operating Element Sprinkler Identification Number (SIN) J112 Pendent Glass Bulb RA7216 JL112 Pendent Fusible Link R7216 J112 Upright Glass Bulb RA7326 JL112 Upright Fusible Link R7326 www.reliablesprinkler.com Model J112 Pendent Sprinkler SIN RA7216 Technical Specifications Finishes Style:Extended Coverage Pendent (See Table G) .=---.n Threads:3/4"NPT or ISO 7-1 R3/4 = Nominal K-Factor:11.2(160 metric) Sensitivity Max.Working Pressure:175 psi(12 bar) (See Table B) - Min.Spacing:8 ft.(2.4 m) �,,.,.P., Temperature Ratings Material Specifications 155°F(68°C) Thermal Sensor:Glass Bulb 200°F(93°C) ir, r . 14. Cup:Bronze Alloy 286°F(141°C) Frame:Brass Alloy Sealing Assembly:Nickel Alloy with PTFE Recessed Escutcheons Load Screw:Bronze Alloy F1-3/4"(19mm)adjustment(Ordinary Hazard only) ' / Kick Spring:Steel Alloy F2-1/2"(13mm)adjustment Deflector:Brass Alloy FP-1/2"(13mm)adjustment Sprinkler Wrench Listings and Approvals Model J1 cULus Listed -- Model RJ(recessed) cULus Listed as Corrosion Resistant with White Polyester,Black Polyester, and ENT finish only Model J112 Pendent Sprinkler Components Figure 1 'I'1 _ III li1111 Wrench Flat 'I'i��,' III!r� !IIII III'' i'III'' 3"(76mm) Bulb `I I, I 1' `/ \/ t L1-5/8"(42mm)-] Listed Design Criteria and Sensitivity Table B Ordinary Hazard Ordinary Hazard Max.Spacing Light Hazard Group 1 Group 2 ft.x ft. (m x m) Flow Pressure Flow Pressure Flow Pressure gpm(Um) psi(bar) gpm(Wm) psi(bar) gpm(Wm) psi(bar) 12x 12 30(114) 7.2(0.50) 30(114) 7.2(0.50) 39(148) 12.1 (0.8) (3.7 x 3.7) QR QR QR QR QR QR 14 x 14 30(114) 7.2(0.50) 30(114) 7.2(0.50) 39(148) 12.1 (0.8) (4.3 x 4.3) QR QR QR QR QR QR 16 x 16 30(114) 7.2(0.50) 39(148) 12.1 (0.8) 51 (193) 20.7(1.4) (4.9 x 4.9) QR QR SR SR SR SR 18 x 18 33(125) 8.7(0.60) 49(186) 19.1 (1.3) 65(246) 33.7(2.3) (5.5 x 5.5) QR QR SR SR SR SR 20 x 20 40(152) 12.8(0.88) 60(227) 28.7(2.0) 80(303) 51.0(3.5) (6.1 x 6.1) QR QR SR SR SR SR QR=Quick-response SR=Standard-response Bulletin 172 Page 2 of 7 September 2022 air www.reliablesprinkler.com Model JL112 Pendent Sprinkler SIN R7216 Technical Specifications Finishes Style:Extended Coverage Pendent (See Table G) Threads:3/4"NPT or ISO 7-1 R3/4 Nominal K-Factor:11.2(160 metric) Sensitivity -- Max.Working Pressure:175 psi(12 bar) (See Table C) Min.Spacing:8 ft.(2.4 m) Temperature Rating* Material Specifications 165°F(74°C) Thermal Sensor:Nickel Alloy Solder Link 212°F(100°C) Frame:Brass Alloy ,44, Levers:Brass Alloy Recessed Escutcheons Cap:Bronze Alloy F1-3/4"(19mm)adjustment(Ordinary Hazard only) Sealing Assembly:Nickel Alloy with PTFE F2-1/2"(13mm)adjustment Load Screw:Bronze Alloy FP-1/2"(13mm)adjustment Deflector:Brass Alloy Strut:Copper Alloy Listings and Approvals -��gg cULus Listed rr=^.; -- Sprinkler Wrench Model J1 *Chrome and white polyester finish is supplied .. Model RJ(recessed) with white link regardless of temperature rating Model J112 Pendent Sprinkler Components Figure 2 'f'f;- J11_I Wrench Flat 'I'p .iii III �III iiirIii i 3"(76mm) Link �A � 1 I L1-5/8" 42mm Listed Design Criteria and Sensitivity Table C Max.Spacing Light Hazard Ordinary Hazard Ordinary Hazard Group 1 Group 2 ft.x ft. (m x m) Flow Pressure Flow Pressure Flow Pressure gpm(Wm) psi(bar) gpm(Wm) psi(bar) gpm(Um) psi(bar) 12 x 12 30(114) 7.2(0.50) 30(114) 7.2(0.50) 39(148) 12.1 (0.8) (3.7 x 3.7) QR QR QR QR QR QR 14 x 14 30(114) 7.2(0.50) 30(114) 7.2(0.50) 39(148) 12.1 (0.8) (4.3 x 4.3) QR QR QR QR QR QR 16 x 16 30(114) 7.2(0.50) 39(148) 12.1 (0.8) 51 (193) 20.7(1.4) (4.9 x 4.9) QR QR SR SR SR SR 18 x 18 33(125) 8.7(0.60) 49(186) 19.1 (1.3) 65(246) 33.7(2.3) (5.5 x 5.5) QR QR SR SR SR SR 20 x 20 40(152) 12.8(0.88) 60(227) 28.7(2.0) 80(303) 51.0(3.5) (6.1 x 6.1) QR QR SR SR SR SR QR=Quick-response SR=Standard-response Bulletin 172 Page 3 of 7 September 2022 Mira www.reliablesprinkler.com Model J112 Upright Sprinkler SIN RA7326 Technical Specifications Finishes Style:Extended Coverage Upright (See Table G) Threads:3/4"NPT or ISO 7-1 R3/4 Nominal K-Factor:11.2(160 metric) Sensitivity ,.,,",, Max.Working Pressure:175 psi(12 bar) (See Table D) _ . Min.Spacing:8 ft.(2.4 m) Temperature Rating Material Specifications 155°F(68°C) Thermal Sensor:Glass Bulb 200°F(93°C) Cup:Bronze Alloy 286°F(141°C) Frame:Brass Alloy Sealing Assembly:Nickel Alloy with PTFE Sprinkler Wrench Load Screw:Bronze Alloy Model J1 Kick Spring:Steel Alloy ',' A Deflector:Brass Alloy Listings and Approvals ,t cULus Listed ;- cULus Listed as Corrosion Resistant with White Polyester,Black Polyester, and ENT finish only Model J112 Upright Sprinkler Components Figure 3 Wrench Flat I_I Bulb _ L I lfg If-�= 1IciI I!!P'UI!I 2-13/6"(7mm) 1-5/8"(41mm) Listed Design Criteria and Sensitivity Table D Ordinary Hazard Ordinary Hazard Max.Spacing Light Hazard Group 7 Group 2 ft.x ft. (m x m) Flow Pressure Flow Pressure Flow Pressure gpm(1/m) psi(bar) gpm(Um) psi(bar) gpm(Wm) psi(bar) 12 x 12 30(114) 7.2(0.50) 30(114) 7.2(0.50) 39(148) 12.1 (0.8) (3.7 x 3.7) QR QR QR QR QR QR 14 x 14 30(114) 7.2(0.50) 30(114) 7.2(0.50) 39(148) 12.1 (0.8) (4.3 x 4.3) QR QR OR QR QR QR 16 x 16 30(114) 7.2(0.50) 39(148) 12.1 (0.8) 51 (193) 20.7(1.4) (4.9 x 4.9) QR QR SR SR SR SR 18 x 18 33(125) 8.7(0.60) 49(186) 19.1 (1.3) 65(246) 33.7(2.3) (5.5 x 5.5) OR QR SR SR SR SR 20 x 20 40(152) 12.8(0.88) 60(227) 28.7(2.0) 80(303) 51.0(3.5) (6.1 x6.1) QR QR SR SR SR SR QR=Quick-response SR=Standard-response Bulletin 172 bl Page 4 of 7 September 2022 a lia www.reliablesprinkler.com Model JL112 Upright Sprinkler SIN R7326 Technical Specifications Finishes Style:Extended Coverage Upright (See Table G) Threads:3/4"NPT or ISO 7-1 R3/4 Nominal K-Factor:11.2(160 metric) Sensitivity `+"""--°` Max.Working Pressure:175 psi(12 bar) (See Table E) Min.Spacing:8 ft.(2.4 m) Temperature Rating* Material Specifications 165°F(74°C) *` Thermal Sensor:Nickel Alloy Solder Link 212°F(100°C) Frame:Brass Alloy Levers:Brass Alloy Sprinkler Wrench Strut Brass Alloy Model J1 Cap:Bronze Alloy s . . Sealing Assembly:Nickel Alloy with PTFE Listings and Approvals Load Screw:Bronze Alloy cULus Listed Deflector:Brass Alloy ,;;, *Chrome and white polyester finish is supplied with white link regardless of temperature rating Model JL112 Upright Sprinkler Components Figure 4 ° I Wrench Flat Link ills SA III 2-13/16°(71mm) lII[=III. f ] f 1-5/8"(41mm) Listed Design Criteria and Sensitivity Table E Ordinary Hazard Ordinary Hazard Max.Spacing Light Hazard Group 1 Group 2 ft.x ft. (m x m) Flow Pressure Flow Pressure Flow Pressure gpm(Wm) psi(bar) gpm(Um) psi(bar) gpm(Wm) psi(bar) 12 x 12 30(114) 7.2(0.50) 30(114) 7.2(0.50) 39(148) 12.1 (0.8) (3.7 x 3.7) QR QR QR QR QR QR 14 x 14 30(114) 7.2(0.50) 30(114) 7.2(0.50) 39(148) 12.1 (0.8) (4.3 x 4.3) QR QR QR QR QR QR 16 x 16 30(114) 7.2(0.50) 39(148) 12.1 (0.8) 51 (193) 20.7(1.4) (4.9 x 4.9) QR QR SR SR SR SR 18 x 18 33(125) 8.7(0.60) 49(186) 19.1 (1.3) 65(246) 33.7(2.3) (5.5 x 5.5) QR QR SR SR SR SR 20 x 20 40(152) 12.8(0.88) 60(227) 28.7(2.0) 80(303) 51.0(3.5) (6.1 x 6.1) QR QR SR SR SR SR QR=Quick-response SR=Standard-response Bulletin 172 a Page 5 of 7 September 2022 www.reliablesprinkler.com Model J112 and JL112 Specific Application Criteria for Use Under Concrete Tee Construction cULus Listed The Model J112 and JL112 pendent and upright sprinklers are cULus Listed for installation under concrete tee construction in accordance with the following specific application criteria: • Max.Tee Depth:2'-6"(0.8m) • Max.Tee Stem Spacing:7'-6"(2.3m) • Min.Tee Stem Spacing:3'-0"(0.9m) • Max.Tee Length:32'-0"(9.8m)or non-conbustible baffles not less than the depth of the tees must be installed so that the longitudinal space between baffles does not exceed 32ft(9.8m)in length. • Max.Deflector distance below Tee: 1"(25mm) • Comply with obstructions to the Sprinkler Discharge Pattern Development requirements of the NFPA13 where deflector is located above bottom of tee. Application and Installation for Use Under Concrete Tee Figure 5 --2.-6"(0.8m) 1-1"(25mm)max. max. 1 ( y 1"(25mm)max. J I 7'-6"(2.3m)max. 3'-0"(0.9m)min. Model FP Escutcheon Model F1/F2 Escutcheon Installation Dimensions Figure 6 Installation Dimensions Figure 7 1-15/16'DIA. (49mm) 2-5/8"DIA.(67mm) Hole in Ceiling BMW 2.3/8"(60mm)DIA. H 2-5/16"DIA. Hole In Ceiling(59mm)Cup I!tuhI mai ç F2:3 8"((1Omm)+/ 4"((6mm) (6mm) / 'r ) mA1111i0l lIv 11. 11111 -I� 2: -1 8"54m ) 1.1 4"(6 m) 1-3/8"(35mm)+/-1/4"(6mm) F2:2.1/8"(54mm)+/.1/4(Bmm) 3-3/16"(81mm) 2-13/16•(71mm) Note:The Model FP,F1,or F2 may be used for ordinary hazard occupancies. For light hazard occupancies,the Model FP or F2 re- cessed escutcheon must be used. Model J112 and JL112 sprinklers with Model F1 recessed escutcheon are not listed for use in light hazard occupancies. Bulletin 172 Page 6 of 7 September 2022 Reliabl www.reliablesprinkler.com Sprinkler&Escutcheon Finishes(1) Table G Sprinkler Finishes Special Application Sprinkler Finishes Sprinkler F1,F2,&FP(3)Escutcheons Sprinkler F1,F2,&FP(')Escutcheons Bronze Brass Bright Brass Bright Brass Chrome Plated Chrome Plated Dull Chrome Dull Chrome White Polyester(2) White Polyester Black Polyester(2) Black Polyester Custom Color Polyester Custom Color Polyester Electroless Nickel PTFE(2)(4) Type 316 Stainless Steel Notes:(1)Paint or any other coating applied over the factory finish will void all approvals and warranties. (2)cULus Listed Corrosion Resistant when ordered with Model J112 Pendent(RA7216)or Model J112 Upright(RA7326). (3)The Model FP escutcheon assembly consists of an unfinished galvanized cup with a finished escutcheon ring. (4)Available with Model J112 Pendent(RA7216)and Model J112 Upright(RA7326)only. Installation J1 Wrench RJ Wrench Glass bulb sprinklers have orange bulb protectors to minimize bulb damage during shipping,handling,and installation. Reliable sprin- kler installation wrenches are designed to install sprinklers with bulb protectors in place. Remove the bulb protector at the timekill when the sprinkler system is placed in service for fire protection. Removal of the bulb protector before this time may leave the bulb vulnerable to damage. Remove bulb protectors by undoing the clasp by hand.Do not use tools to remove bulb protectors. Models J112 and JL112 series sprinklers must be installed with the ,11110 Reliable sprinkler installation wrench identified in this bulletin.Any other wrench may damage the sprinkler. Recommended installa- tion torque is 14 to 20 lb.ft(19 to 27 N.m).Do not tighten sprinklers over the maximum recommended installation torque. Exceeding Listings and Approvals the maximum recommended installation torque may cause leak- age or impairment of the sprinkler. Listed by Underwriters Laboratories,Inc.and certified by Recessed pendent sprinklers are to be installed as shown in Fig.6 Underwriters Laboratories of Canada(cULus) or Fig 7.,as applicable to the specific model being installed. Mod- els J112 and JL112 series recessed pendent sprinklers may only UL Listing Category be installed with the Reliable Model F1, Model F2, or Model FP recessed escutcheon.The use of any other recessed escutcheon Sprinklers,Automatic and Open Extended Coverage Sprinklers will void all approvals and negate all warranties.The Reliable Model UL Guide Number—VNIV. FP escutcheon may not be used in ceilings having positive pres- sure with respect to the space below. Ensure that the openings in Ordering Information the Model FP escutcheon/can assembly are unobstructed follow- ing installation. Specify: Maintenance 1. Sprinkler Model:[J112 Pendent][JL112 Pendent] [J112 Upright][JL112 Upright] Models J112 and JL112 series sprinklers should be inspected and 2. Temperature Rating:J112:[155°F(68°C)][200°F(93°C)] the sprinkler system maintained in accordance with NFPA 25. Do [286°F(141°C)] not clean sprinklers with soap and water, ammonia or any other JL112:[165°F(74°C)][212°F(100°C)] cleaning fluids. Remove dust by gentle vacuuming. Replace any 3. Finish:(See Table G) sprinkler which has been painted (other than factory applied) or 4. Escutcheon(Pendent Only;for 3/4"threads) damaged in any way.A stock of spare sprinklers should be main- Model F1 (Ordinary Hazard Only) tained to allow quick replacement of damaged or operated sprin- Model F2 klers. Prior to installation, sprinklers should be maintained in the Model FP original cartons and packaging until used to minimize the potential for damage to sprinklers that would cause improper operation or non-operation. 0 M 0 O) O) 0) 0 a Bulletin 172 reliable Page 7 of 7 September 2022 www.reliablesprinkler.com Bulletin 157 November 2022 .. Reliablo Model F3QR56 Dry K5.6 (80 metric) Quick-Response, o Standard Spray Sprinklers Features m 1. Available in the following configurations: N • Pendent with standard escutcheon • Pendent with Model HB extended escutcheon • Pendent with Model FP recessed escutcheon • Pendent with Model F1 recessed escutcheon It t • Concealed Pendent with Model CCP cover plate • Horizontal Sidewall with Standard escutcheon T .;. • Horizontal Sidewall with Model HB extended escutch Pendent Pendent/HB eon • Horizontal Sidewall with Model FP recessed escutch- (See Fig. 1) (See Fig.2) eon(FM Standard Response) • • Horizontal Sidewall with Model F1 recessed escutch- _ eon(FM Standard Response) • Upright 2. Available with 1" NPT, ISO7-1R1, 3/4" NPT, or ISO7- 1 R3/4 inlet fitting. , 3. 3/4" NPT inlet fittings permit replacement of older 3/4" inlet dry sprinklers without changing to a larger sprinkler fitting. Recessed FP Pendent Concealed 4. Sprinklers, escutcheons, and cover plates are available (See Fig.3) (See Fig.4) in a wide variety of standard and special application fin- ishes. 5. White polyester, black polyester, and Electroless Nickel ,. PTFE(ENT)finish sprinklers are cULus Listed as Corro- sion Resistant. 6. Available with cULus Listed 250 psi (17.2 bar)pressure 4 rating for Dry Pendent and select HSW configurations. FM Approved for 175 psi(12 bar). °;' Product Description Recessed F1 Pendent Horizontal Sidewall Model F3QR56 Dry sprinklers are quick-response, standard (See Fig.5) (See Fig.6) coverage sprinklers with a nominal K-Factor of 5.6(80 metric). Available in Dry Pendent, Dry Horizontal Sidewall,and Dry Up- right configurations, Model F3QR56 Dry sprinklers all use a 3 mm glass bulb operating element. See the Temperature Rat- "= . / 7- ,, ings table in this Bulletin for available temperature ratings.Mod- _- el F3QR56 Dry sprinklers are intended for installation on wet- ""�``— ' " pipe, dry-pipe, or preaction sprinkler systems in accordance with NFPA 13, FM Property Loss Prevention Data Sheets,and Horizontal Sidewall/HB Recessed FP other applicable installation standards. (See Fig.7) Horizontal Sidewall Model F3QR56 Dry Pendent and Sidewall sprinklers are avail- (See Fig.8) able with a variety of escutcheon options as illustrated in Figs. 1 through 3 and Figs.5 through 9. In addition, Model F3QR56 .$" H Dry Pendent sprinklers are also available with the Model CCP conical concealed cover plate as illustrated in Fig.4.Available " sprinkler,escutcheon,and cover plate finishes are identified in the Finishes table in this Bulletin. The Model F1 escutcheon, Model FP escutcheon,and Model CCP cover plate are the only recessed escutcheons and cover plate listed for use with Model Recessed F1 ' F3QR56 Dry sprinklers;the use of any other recessed escutch- Horizontal Sidewall eon or cover plate with Model F3QR56 Dry sprinklers will void (See Fig.9) Upright all guarantees,warranties,listings and approvals. (See Fig. 10) Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford. New York 10523 Inlet fittings are available with 1"NPT,ISO 7-1 R1,3/4"NPT,or See the Available Configurations, Listings, and Approvals IS07-1 R3/4 threads.Sprinklers with 3/4"NPT and IS07-1 R3/4 table in this Bulletin for further information on Model F3QR56 inlet fittings are intended primarily for replacement of existing Dry sprinklers. 3/4"or IS07-1 R3/4 inlet dry sprinklers,but may also be used in new installations. Available Configurations, Listings, and Approvals Available Sprinkler Sprinkler Escutcheon or Length Listings and Inlet Identification Model Cover Plate (See Figs.1.9) Approvals(1> Threads Number (SIN) Standard 2"to 36" Escutcheon (50 to 900 mm) HB Extended Escutcheon F1 Recessed cULus, NYC 3/4" NPT or Escutcheon 3-1/2"to 36" ISO7-1 R3/4 FP Recessed (90 to 900 mm) Escutcheon F3QR56 Dry CCP Cover Plate Pendent Standard 2"to 48" R5714 Escutcheon (50 to 1200 mm) HB Extended Escutcheon 1" NPT F1 Recessed cULus, FM, NYC or Escutcheon 3-1/2"to 48" ISO7-1 R1 FP Recessed (90 to 1200 mm) Escutcheon CCP Cover Plate Standard 2"to 48" Escutcheon (50 to 1200 mm) HB Extended 3/4"NPT Escutcheon cULus(2>, NYC(2) or F1 Recessed 3-1/2"to 48" IS07-1 R3/4 Escutcheon (90 to 1200 mm) FP Recessed F3QR56 Dry Escutcheon Horizontal Sidewall R5734 Standard 2"to 48" Escutcheon (50 to 1200 mm) cULusi2j, HB Extended 3-1/2"to 48" FM(3), NYC12> Escutcheon (90 to 1200 mm) 1" NPT or F1 Recessed IS07-1 R1 Escutcheon 3-1/2"to 48" cULus12>, FP Recessed (90 to 1200 mm) FM(3)(4), NYC(2) Escutcheon F3QR56 Dry N/A 5"to 48" cULus�2> 1"NPT or R5724 Upright (127 to 1200 mm) IS07-1 R1 (1)For available temperature ratings and finishes see the Temperature Ratings and Finishes tables,respectively,in this Bulletin. (2)cULus Listing and NYC for Light Hazard and Ordinary Hazard only. (3)FM Approved for Light Hazard only. (4)Model F3QR56 Dry Horizontal Sidewall with Model F1 or Model FP recessed escutcheon are FM Approved as Standard Response. 2. Listing and Approval Agencies See the Available Configurations, Listings, and Approvals table in this Bulletin for listings and approvals applicable to each available configuration. 1. Listed by Underwriters Laboratories, Inc.and UL Certified for Canada(cULus) 2. Certified by FM Approvals(FM) 3. Permitted in New York City based on UL Listing per Local Law 33/2007(NYC) Technical Data Nominal K-Factor:5.6 gpm/ps1112(80 Umin/barlr2) Sprinkler Usting or Approval Deflector to Ceiling Distance Maximum Working Pressure F3QR56 Dry cULus,NYC See note below 250 psi(17.2 bar) Pendent FM See note below 175 psi(12 bar) F3QR56 Dry cULus,NYC 4"to 6" 250 psi(17.2 bar) Horizontal Sidewall 4"to 12" 175 psi(12 bar) FM See note below 175 psi(12 bar) F3QR56 Dry Upright cULus See note below 175 psi(12 bar) Note:Deflector distance to be in accordance with applicable NFPA, FM,or other agency requirements. Information is provided only when additional clarification is necessary. Temperature Glass Bulb Color Sprinkler Cover Plate Maximum Ceiling Ustings and Classification Temperature Rating Temperature Rating Temperature Approval" Orange 135°F(57°C) Ordinary Red 155°F(68°C) 135°F(57°C) 100°F(38°C) cULus,FM,NYC Intermediate Yellow 175°F(79°C) 165°F(74°C) 150°F(66°C) cULus,NYC Intermediate Green 200°F(93°C) 165°F(74°C) 150°F(66°C) cULus,FM,NYC None 225°F(107°C) cULus,FMB,NYC High Blue 286°F(141°C) 165°F(74°C) 150°F(66°C) cULus,NYC 11>For listed and approved sprinkler,escutcheon,and inlet configurations see the Available Configurations,Listings,and Approvals table in this Bulletin. m High temperature classification is FM Approved with Standard and Model HB escutcheons only. Finish Notes 1. Finishes vary with type of trim selected.See table provided with each sprinkler detail for finish combinations. 2. Paint or any other coating applied over the factory finish will void all approvals and warranties. 3. Other finishes and colors may be available on special order.Consult your Reliable sales representative for details. 4. For Standard,Model HB,and Model Fl trims,both components of escutcheon are finished. 5. For Model FP and CCP trims,only the trim ring and cover plate are finished.The threaded sprinkler cup is unfinished. 3. Model F3QR56 Dry Pendent Sprinkler with Standard Escutcheon (SIN R5714) "A"Dim. 2"to 48"(51mm to 1219mm)in 1/4"(6mm)increments for 1"connections or 2"to 36"(51mm to 914mm)in 1/4"(6mm)increments for 3/4"connections r L s� C----�;,I 1 1I1111 I I 11111I II ,, I111-_I I IlJIJ1 i I111 i1;1I1 I I I No f r = it1 L J System Fitting •i'i Inlet Fitting 2-1/8" "A"Dimension [54mm]Dia. Hole in Ceiling Sprinkler Can 1"[25mm] II Escutcheon — I Escutcheon Adjustment 1/2"[12mm] Ceiling Nominal ' Escutcheon Position 1/2"[12mm] 1-5/8" Escutcheon Adjustment rl [41mm] 1/2"[12mm] Nominal Protrusion 3"[76mm] ► COMDRYDET1-A DIA. Sprinkler Guard:Model C2 Fig. 1 Note:The sprinkler can protrudes 1/2"(12mm)when escutcheon is in nominal position. Escutcheon adjustment provides-1/2"(12mm)to+1"(25mm) "A"dimension adjustment range. Finish Combinations:Standard Escutcheon Notes: 1. UL Listed as Corrosion Resistant. Sprinkler Escutcheonax'I 2. Escutcheons do not carry corrosion resistant listings. 3. Base material is 316 stainless steel unless noted. Bronze Polished Stainless 4. FM Approved as Corrosion Resistant. Bronze Laquered Brass Chrome Polished Stainless White Polyester(" White Polyester Black Polyesterl'1 Black Polyester Custom Color Polyester(" Custom Color Polyester Electroless Nickel PTFEI41 Polished Stainless 4. Model F3QR56 Dry Pendent Sprinkler with Model HB Extended Escutcheon (SIN R5714) "A"Dim. 3'h"to 48"(89mm to 1219mm)in 1/4"(6mm)increments for 1"connections or 31A" to 36"(89mm to 914mm)in 1/4"(6mm)increments for 3/4"connections ✓ti s� - f12r---1711 I fin,. I I IIIIII ill, _W11 I I MI--- d - }A-- 11111I I I lulu 'Il will I I luI'I I `2_=-�4,.▪--J --Imr L__ jj --- l ,L_ System tee I II... Inlet fitting I "A" Dimension 2-1/2" [64 mm] Dia. Hole in Ceiling 1/2" [13mm] Escutcheon Adjustment 1 } 1 Ceiling f1-1/4" l [32mm] Nominal Position Escutcheon of Escutcheon i Sprinkler Can 1/2" [13mm] _ Escutcheon Adjustment I i It t7"`" W Deflector distance below ceiling is 3-1/2" CDMDRYDET2 (89mm) minimum, 4-1/2' (114mm) maximum, 3-1/2" Sprinkler Guard: Model C2 [89 mm] Escutcheon Dia. Fig.2 Note: The sprinkler can protrudes 1%"when escutcheon is in nominal position. Escutcheon adjustment provides'/2"(-12.7mm)to+'/Z" (+12.7mm)"A"dimension adjustment range. Finish Combinations:HB Escutcheon Notes: 1. UL Listed as Corrosion Resistant. Sprinkler Escutcheon(2 ) 2. Escutcheons do not carry corrosion resistant listings. 3. Base material is cold rolled steel unless noted. Bronze Chrome 4. FM Approved as Corrosion Resistant. Chrome Chrome White Polyester1') White Polyester Black Polyesterm Black Polyester Custom Color Polyester1'> Custom Color Polyester Electroless Nickel PTFE(1)(4> Stainless Steel 5. Model F3QR56 Dry Pendent Sprinkler with Model FP Recessed Escutcheon (SIN R5714) "A"Dim. 31/ "to 48"(89mm to 1219mm)in 1/4"(6mm)increments for 1"connections or 31A to 36"(89mm to 914mm)in 1/4"(6mm)increments for 3/4"connections rz s1 IC --et -7--- ----1i--- `F -=T q - 111 —i i 11II——fI I I r�I I1— IL --� L_— L imil —I— I ll I —1 l L_i_1_J System Tee MEIN Inlet Fitting 2-5/8"[67 mm]Dia. II "A"Dimension Hole in Ceiling 11 Sprinkler 1/4"[6 mm] Cup Escutcheon Adjustment IEscutcheon TW---..ir*-52M • Ceiling I 1 I� t� Ul 3/4"[19 mm]Nom. Nominal f Escutcheon Position 1/4"[6mm] 3-7/32" Escutcheon Adjustment [82 mm]Dia. COMDRYDET3 Fig.3 Note:Do not install the Model F3QR56 Dry Pendent sprinkler with the Model FP escutcheon in ceilings which have positive pressure in the space above. Notes: Finish Combinations:FP Recessed Escutcheon 1. Cup for FP Recessed is unfinished galvanized steel except Escutcheonm )o electroless nickel PTFE sprinkler uses a stainless steel cup. 2. UL Listed as Corrosion Resistant. Bronze Chrome 3. Escutcheons do not carry corrosion resistant listings. 4. Base material is cold rolled steel unless noted. Bronze Brass 5. FM Approved as Corrosion Resistant. Chrome Chrome White Polyester(2) White Polyester Black Polyester(2) Black Polyester Custom Color Polyesterc21 Custom Color Polyester Electroless Nickel PTFE(2)(5) Stainless Steel 6. Model F3QR56 Dry Pendent Sprinkler with Model CCP Cover Plate(SIN R5714) "A"Dim. 31/2"to 48"(89mm to 1219mm)in 1/4"(6mm)increments for 1"connections or 3/2 to 36"(89mm to 914mm)in 1/4"(6mm)increments for 3/4"connections I— s1 �— ' '— Illill.0 —diil ll 1 1 phis �� I L_=__j System Tee • i Inlet Fitting II 2-1/2"[64 mm]Dia. "A"Dimension Hole in Ceiling Sprinkler Cup 3/16"[5 mm] Model CCP 1/2 Cover Plate Adjustment L__ Cover Plate Assembly G"il Ceiling I_ 1 I1111 7/8" �/ ��� [22 mm] Nominal Cover Plate Position f 3/16"[5 mm] _ 3-5/16" Cover Plate Adjustment [84 mm]Dia. COMDRYDET4 Fig.4 Note:Do not install the Model F3QR56 Dry Pendent sprinkler with the Model CCP cover plate in ceilings which have positive pressure in the space above. Notes: Finish Combinations:CCP Conical Cover Plate 1. Cup for CCP Concealed in unfinished galvanized steel. Sprinkler Cover Plate) 2. Cover plates do not carry corrosion resistant listings. White Polyester Chrome Bright Bronze Chrome Dull Bright Brass Unfinished Bronze Custom Color 7. Model F3QR56 Dry Pendent Sprinkler with Model F1 Recessed Escutcheon(SIN R5714) "A"Dim. 31h"to 48"(89mm to 1219mm)in 1/4"(6mm)increments for 1"connections or 3%"to 36"(89mm to 914mm)in 1/4"(6mm)increments for 3/4"connections. I ' I ill' II jl -1II1 —II I— II�I�I— vt II II III I I 'nn; L_r -- L_ System Tee ■I,I I . Inlet Fitting 2-1/4"[57 mm]Dia. Hole in Ceiling "A"Dimension Collar 1/4"[6 mm] Escutcheon Adjustment Ceiling r[3 mm] Nominal Escutcheon iiI;i111 Position Escutcheon 1/4"[6 mm] Escutcheon Adjustment 2-27/32" [72 mm]Dia. COMDRYDET5 Fig.5 Finish Combinations:Fl Recessed Escutcheon Notes: 1. UL Listed as Corrosion Resistant. Sprinkler Escutcheonr2x3► 2. Escutcheons do not carry corrosion resistant listings. 3. Base material is cold rolled steel unless noted. Bronze Chrome 4. FM Approved as Corrosion Resistant. Bronze Brass Chrome Chrome White Polyester'" White Polyester Black Polyester'" Black Polyester Custom Color Poyestert" Custom Color Polyester Electroless Nickel PTFEI1It41 Stainless Steel 8. Model F3QR56 Dry Horizontal Sidewall Sprinkler with Standard Escutcheon (SIN R5734) "A"Dim. 2"to 48"(51 mm to 1219mm)in 1/4"(6mm)increments for 1"connections or 2" to 36"(51 mm to 914mm)in 1/4"(6mm)increments for 3/4"connections Ceiling To J 4"[100mm]Min. 12"[300mm]Max. Sprinkler Can —..-1 1/2"[12mm] 2-3/32" System Fitting f\._ [53mm] i Inlet Fitting .1 ' _i > y N'r�1 ���1111111111 11 ���S5/8"[16mm] lr111111111 Ii\\\`\\\ �.`1 %-�IIIIIIIIII 17 IiI [76mm] yl 2-1/8" [54mm]Dia. 1/2"[12mm]Nominal Protrusion Hole in Wall Escutcheon i 1-as— 1/2"[12mm] Escutcheon Adjustment COMDRYDET6-A 1"[25mm] Escutcheon Nominal Escutcheon Position Adjustment "A"Dimension No- Fig.6 Note:The sprinkler can protrudes 1/2"when escutcheon is in nominal position. Escutcheon adjustment provides-1/2" (-12mm)to+1" (25mm) "A" dimension adjustment range. Finish Combinations:Standard Escutcheon Notes: 1. UL Listed as Corrosion Resistant. Sprinkler EscutcheoncN'> 2. Escutcheons do not carry corrosion resistant listings. 3. Base material is 316 stainless steel unless noted. Bronze Polished Stainless 4. FM Approved as Corrosion Resistant. Bronze Laquered Brass Chrome Polished Stainless White Polyester1'> White Polyester Black Polyester<'> Black Polyester Custom Color Polyesterm Custom Color Polyester Electroless Nickel PTFE0>(4> Polished Stainless 9. Model F3QR56 Dry Horizontal Sidewall Sprinkler with Model HB Escutcheon (SIN R5734) "A"Dim. 31/2' to 48"(89mm to 1219mm)in 1/4"(6mm)increments for 1"connections or 31/2 to 36"(89mm to 914mm)in 1/4"(6mm)increments for 3/4"connections Ceiling 7 4"[102mm]Min. Escutcheon 12"[305mm]Max. Sprinkler Can 2 3/32" System Tee f 53mm —► [ Inlet Fitting [ ] T ; , / ,,' I 5/8"[16mm] 3-1/2" %% r [89mm] __ �i, .,—j Escutcheon Dia. r1 l 2 1/2" Dia. [64mm] 1-1/4" 1-1/4"[32mm] Nominal Protrusion Hole in Wall [32mm] ----- [...__ 1/2"[13mm] e Escutcheon Adjustment COMDRYDET7 1/2"[13mm] . INNominal Position Escutcheon of Escutcheon Adjustment "A"Dimension Fig.7 Note: The sprinkler can protrudes 1'/<"when escutcheon is in nominal position. Escutcheon adjustment provides'/2"(-12.7mm)to+'/:" (+12.7mm) "A"dimension adjustment range. Notes: Finish Combinations:NB Escutcheon 1. UL Listed as Corrosion Resistant. Sprinkler Escutcheon(ix'> 2. Escutcheons do not carry corrosion resistant listings. 3. Base material is cold rolled steel unless noted. Bronze Chrome 4. FM Approved as Corrosion Resistant. Chrome Chrome White Polyester°) White Polyester Black Polyester(') Black Polyester Custom Color Polyester(') Custom Color Polyester Electroless Nickel PTFE(IX4) Stainless Steel 10. Model F3QR56 Dry Horizontal Sidewall Sprinkler with Model FP Recessed Escutcheon(SIN R5734) "A"Dim. 3'/2"to 48"(89mm to 1219mm)in 1/4"(6mm)increments for 1"connections or 31/2 to 36"(89mm to 914mm)in 1/4"(6mm)increments for 3/4"connections Ceiling Nom. 1-1/4" Escutcheon I [32 mm] 4"[102 mm]Min. Sprinkler Cup cULus,NYC:6"[152 mm]Max. System Tee FM: 12"[305 mm]Max. Inlet Fitting iiii --sue 1 (ri;.;:. willi11111111 '- I '_ 1 _ 5/8"[16 mm] IIIIIIII i, ''\\ ,. ,..IIIIIII1. ' 3-7/32 ,,_i_;--zJ [82 mm]Dia. 2-1/2" II [64 mm]Dia. Hole in Wall 1/4"[6 mm] • Escutcheon Adjustment COMDRYDET8 1/4"[6 mm] Nominal Escutcheon Position Escutcheon Adjustment - "A"Dimension Fig.8 Note:Do not install the Model F3QR56 Dry Horizontal Sidewall sprinkler with the Model FP escutcheon in walls which are positively pres- surized with respect to the protected space. Notes: Finish Combinations:FP Recessed Escutcheon 1. Cup for FP Recessed is unfinished galvanized steel except Sprinkler['► Escutcheonnx'► electroless nickel PTFE sprinkler uses a stainless steel cup. 2. UL Listed as Corrosion Resistant. Bronze Chrome 3. Escutcheons do not carry corrosion resistant listings. 4. Base material is cold rolled steel unless noted. Bronze Brass 5. FM Approved as Corrosion Resistant. Chrome Chrome White Polyester(2) White Polyester Black Polyester(2) Black Polyester Custom Color Poyester<2> Custom Color Polyester Electroless Nickel PTFE(2x5) Stainless Steel 11. Model F3QR56 Dry Horizontal Sidewall Sprinkler with Model Fl Recessed Escutcheon (SIN R5734) "A"Dim. 31/2"to 48"(89mm to 1219mm)in 1/4"(6mm)increments for 1"connections or 314" to 36"(89mm to 914mm)in 1/4"(6mm)increments for 3/4"connections Ceiling Nom. 1-3/4" N— 1/8" [44 mm] Escutcheon [3 mm] Collar 4"[102 mm]Min. cULus,NYC:6"[152 mm]Max. System Tee FM: 12"[305 mm]Max. Inlet Fitting mil 4 5:4�, /re i il1111111111111111011M11111 5/8"[16 mm] 41111111111111111mill \�%,\ '1=' 1_„ ..,.,„ 2-27 32 t --z_ [72 mm]Dia. 2-1/4"[57 mm]Dia. i Hole in Wall 1/4"[6 mm] Escutcheon Adjustment • N Nominal Position COMDRYDET9 1/4"[6 mm] — ► f— of Escutcheon Escutcheon Adjustment "A"Dimension 1.-- Fig.9 Finish Combinations:Fl Recessed Escutcheon Notes: 1. UL Listed as Corrosion Resistant. Sprinkler Escutcheon '> 2. Escutcheons do not carry corrosion resistant listings. 3. Base material is cold rolled steel unless noted. Bronze Chrome 4. FM Approved as Corrosion Resistant. Bronze Brass Chrome Chrome White Polyester(') White Polyester Black Polyestert'> Black Polyester Custom Color Polyester''> Custom Color Polyester Electroless Nickel PTFEox4> Stainless Steel 12. Model F3QR56 Dry Upright(SIN 5724) Order Dimensions 5"to 48"(127 mm to 1219 mm) ii r �TTiTi t ' 1l� Note: Customer is responsible �� liJ)� 1 for determining correct immi. deflector distance below structure above. Order Dimension Inlet Fitting N1/4. _______ III. System Tee —— -` 1 �..,..,, ._ I,__,-7 COMDRYDET10 IC-7L-1-Til-——1 .141111 1-----e,1=—=r-r7\ I i,i,„i I I ,i„i li I, _ _I i_ a II it 1 iI - Ci 1`/7 -141 ___I____+____L___ft _ ___, Ls ZJ Fig. 10 Notes: Finish Combinations:Upright 1. UL Listed as Corrosion Resistant. Sprinkler Escutcheon 2. Escutcheons do not carry corrosion resistant listings. 3. Base material is cold rolled steel unless noted. Bronze NA Electroless Nickel PTFE(1) NA 13. MINIMUM EXPOSED BARREL LENGTH WHEN CONNECTED TO WET PIPE SPRINKLER SYSTEM NOTE: STANDARD DRY PENDENT IS SHOWN, HOWEVER, MINIMUM EXPOSED BARREL LENGTH APPLIES TO ALL STYLES OF DRY SPRINKLERS CONNECTED TO A WET PIPE SYSTEM. WET PIPE EXPOSED BARREL AMBIENT AMBIENT TEMPERATURE Ft s� TEMPERATURE 40F 4C SOF i EXPOSED TO / I /0'C I 60F/16C I -� i i - 1~i NOTE: TEE MAY BE IN ANY 'II,,II.,. DISCHARGE END EXPOSED MINIMUM BARREL LENGTH** �11r I- --1--�--Il�ry�- ORIENTATION FOR WET PIPE OF SPRINKLER*(F 4CE OF FITTING TO TOP OF CEILING)*** ,.^",___ __f am L__11'I__ _a SYSTEMS. IN.(MM) IN.(MM) IN. (MM) Lr-I = j tiJ 407(4'C) 0 0 0 307(-1 C) 0 0 0 EMI IF HUMIDITY AND TEMPERATURE DIFFERENTIAL CAUSES CONDENSATION ON THE EXPOSED DRY 20F(-71C) 4(100) 0 0 SPRINKLER, CONSIDER WRAPPING THE EXPOSED BARREL WITH INSULATION, FOAM INSULATING 10F(-12'C) 8(200) 1 (25) 0 TAPE OR EQUIVALENT. OF(-18'C) 12(300) 3(75) 0 MINIMUM (HEATED AREA) SEAL THE CLEARANCE SPACE -107(-23C) 14(350) 4(100) 1 (25) EXPOSED AROUND THE SPRINKLER TO AVOID BARREL LEAKAGE OF AIR INTO THE PROTECTED -207(-29C) 14(350) 6(150) 3(75) LENGTH AREA AND CONSEQUENT FORMATION OF CONDENSATE AROUND THE FRAME.WHICH -30T(-34C) 16(400) 8(200) 4(100) DIMENSION CLEARANCE CEHOLE COULD INHIBIT OPERATION OR CAUSE PREMATURE OPERATION.SEE BELOW FOR -407(-40C) 18(450) 8(200) 4(100) RECOMMENDED METHODS. -507(-46t) 20(500) 10(250) 6(150) -607(-51C) 20(500) 10(250) 6(150) *FOR AMBIENT TEMPERATURES EXPOSED TO THE DISCHARGE ® INSIDE SURFACE OF END OF THE SPRINKLER THAT OCCUR BETWEEN THE VALUES I EBEEIEBEEEINSULATION,WALL, OR LISTED,USE THE NEXT COOLER TEMPERATURE. CEILING *+THE MINIMUM EXPOSED BARREL LENGTH IS NOT THE SAME ® , AS THE IS DIMENSION. THE MINIMUM EXPOSED BARREL =_ LENGTH IS BASED ON A PROPERLY SEALED PENETRATION WITH A MAXIMUM WIND VELOCITY ON THE EXPOSED SPRINKLER OF 1110 30 MPH(48 KM/H).LONGER EXPOSED BARREL LENGTHS WILL THERMAL ` I' ESCUTCHEON HELP AVOID FREEZING OF THE WET PIPING WHERE HIGHER BARRIER 1Ikvll WIND VELOCITY IS EXPECTED. I`tl •••THE MINIMUM EXPOSED BARREL LENGTH IS MEASURED 1ii6 °� DISCHARGE END OF SPRINKLER FROM THE FACE OF THE FITTING TO THE INSIDE FACE OF THE - - INSULATION, WALL,OR CEIUNC LEADING TO THE COLD SPACE, WHICHEVER IS CLOSEST TO THE FITTING. PROTECTED(NON-CONDITIONED)AREA RECOMMENDED DRY SPRINKLER SEAL ARRANGEMENTS SYSTEM PIPING (DRY SPRINKLER WITH STANDARD ESCUTCHEON SHOWN) SYSTEM PIPING ;K- IIWIWI---*--l-- -Mill -47 K-- I- -+ ' III - Iti'----ICI __J no L__IiilL 1111 I I '1I,I I 1 - 1 L I _.ENE(-ZJ ___ r - = L J il L _ = J MINIMUM Mill (HEATED AREA) (HEATED AREA) Mill EXPOSED MINIMUM BARREL EXPOSED LENGTH DECKTITE FLASHING BARREL (SEE ABOVE) RASCO(REC /1MENDE 0 -I INSIDE FACE SEAL LENGTH (RECOMMENDED) \ i (SEE ABOVE)........ CLEARANCE HOLE INSULATED FREEZER, OR COOLER STRUCTURE OR EXTERIOR FRAMING • • Elmm MINII (PROTECTED AREA) I II 1 DISCHARGE END OF (PROTECTED AREA) I■��I DISCHARGE END OF I�„�I DRY SPRINKLER `--� 1A� IN COLD AREA DRY SPRINKLER `pi IN COLD AREA CONDRYDETII Fig. 11 14. *CAUTION* RELIABLE DRY SPRINKLERS MAY BE INSTALLED IN A LISTED CPVC SPRINKLER FITTING,ONLY UPON VERIFICATION THAT THE FITTING DOES NOT INTERFERE WITH THE SPRINKLER'S INLET. Do not install dry sprinklers with standard inlets into CPVC fittings that have an internal obstruction;this will damage the sprinkler,the fitting,or both. Short inlet("PL")versions of Reliable dry sprinklers are available that may or may not be compatible with fittings having internal obstructions in existing installations.Sprinklers with the short inlet("PL")should only be installed in CPVC fittings of wet-pipe systems. In all cases,verify sprinkler and fitting dimensions prior to installation to avoid interference. Internal No Internal Obstruction Obstruction j r Female ' `� Female ` ,° \ \/ Pipe /� �/ Pipe /R \/ Thread Ot �% Thread. 'S 1$ td Ad CPVC Fitting with Internal Obstruction CPVC fitting - No Internal Obstruction 1 1 Shorter Longer Inlet -- Inlet F---- = Male Male Pipe -- Pipe Thread MI" 1111--il Thread m_ Fl°1 Dry Sprinkler Dry Sprinkler Short Inlet ("PL") Standard Inlet BE SURE TO ORDER THE CORRECT SPRINKLERS FOR YOUR APPLICATION COMDRYDET2 Fig. 12 15. r Eh� t Fig. 13-Model F3R Wrench IWW� At Fig. 14-Model XLO2 Wrench 16. MATERIAL SPECIFICATIONS ITEM# DESCRIPTION MATERIAL SPECIFICATION � �2 ® 1 FRAME BRASS PER UNS C83600 \v//� 2 DEFLECTOR BRONZE PER UNS C51000 3 LOAD SCREW BRASS PER UNS C22000 / 4 SEAT ADAPTOR BRASS ALLOY PER UNS C36000 O , 5 BULB INSERT COPPER ALLOY PER UNS C31400 i i/ 6 GLASS BULB GLASS*GLYCERIN SOLUTION 7 ORIFICE ADAPTOR BRASS ALLOY PER UNS C36000 8 OUTER TUBE GALVANIZED STEEL E� I 9 INNER TUBE BRASS ALLOY PER UNS C23000 J �- 10 YOKE BRASS ALLOY PER UNS 038000 11 INLET BRASS ALLOY PER UNS C35330 12 CAP BRASS ALLOY PER UNS C54400 13 SPRING WASHER/SEAL PTFE COATED BERYLLIUM NICKEL 14 FLIP DISK BRASS ALLOY PER UNS C54400 r© PAINTED OR PLATED MILD STEEL,EXCEPT CAN/ESCUTCHEON FOR TYPE 316 STAINLESS STEEL FOR 15 SPRINKLERS WITH ENT FINISH 0 0 (PIPE WRENCH MAY ONLY BE USED ON OUTER STEEL PIPE OF SPRINKLER) / 11 / I, 5 I, COMDRYDET13 O isli O It 1Q Ei�;� APPEARANCE OF DEFLECTOR MAY VARY DEPENDING ON MODEL O -F 1... Fig. 15 17. Installation Instructions When used on wet pipe systems, Reliable Model F3QR56 3a.Alternatively, where access to the outer tube of the dry sprinklers may be installed in ductile or malleable cast iron sprinkler is available, the Model F3QR56 Dry sprin- threaded tees, or CPVC tees and adapters upon verification kler may be installed using a pipe wrench. The pipe that the sprinkler inlet fitting does not interfere with the interior wrench shall only be permitted to interface with the of the fitting(see Figure 12). galvanized steel outer tube portion of the sprinkler When used on dry pipe systems, Reliable Model F3QR56 (Item#8 in Fig. 15). Do NOT wrench any other por- dry pendent sprinklers MUST ONLY BE installed in the outlets tion of the sprinkler assembly.A pipe wrench can in- of ductile or malleable cast iron threaded tees on horizontal pipe stall the sprinkler into the fitting with a large amount such that the inlet of the sprinkler protrudes above the bottom of torque;consideration should be given to the need level of the pipe. for future removal of the sprinkler because the instal- When used on dry pipe systems, Reliable Model F3QR56 lation torque will have to be matched or exceeded to dry sidewall and dry upright sprinklers may be installed in duc- remove the sprinkler.The recommended minimum to tile or malleable cast iron threaded tees, or CPVC tees and maximum installation torque is 22-30 lb-ft(30—40 adapters upon verification that the sprinkler inlet fitting does not N-m)for 1" NPT and ISO7-1 R1 sprinklers, and 14- interfere with the interior of the fitting(see Figure 12). 20 lb-ft(19—27 N-m)for 3/4" NPT and IS07-1 R3/4 DO NOT install Reliable dry sprinklers into elbows or cou- sprinklers. plings,welded outlets,mechanical tees,or gasket sealed CPVC 4. Standard and Model HB escutcheons can be installed fittings. by slipping the escutcheon over the can until the es- Dry sprinklers connected to wet pipe systems must be in- cutcheon is seated against the ceiling or wall. Model F1 stalled as indicated in Figure 11 and as required by NFPA 13 escutcheons are installed by pressing the escutcheon with the Exposed Minimum Barrel Length located in a heated onto the collar until the escutcheon is seated against area. the ceiling or wall.The Model FP escutcheon is installed An orange protective clip is factory installed on the sprinkler by pressing or threading the escutcheon into the cup to protect the glass bulb thermal element from damage. The by hand; the escutcheon can be tightened against the clip should remain in place during installation of the sprinkler ceiling or wall by turning the escutcheon in a clockwise and be removed when the sprinkler system is placed in service, direction and removed by turning the escutcheon in a Sprinklers with 3/4" NPT and ISO7-1 R3/4 inlets are supplied counter-clockwise direction. To install the Model CCP with a protective cap on the inlet that must be removed before cover plate, first remove the protective clip. Install the installation. Model CCP cover plate on the sprinkler by pressing or Use the following steps for installation: threading the cover plate into the cup by hand;the cov- 1. Cut a hole in the wall or ceiling directly in-line with the er plate can be tightened against the ceiling by turning outlet of the fitting.See the Installation Data table for the the cover plate in a clockwise direction and removed by recommended hole diameter based on the escutcheon turning the cover plate in a counter-clockwise direction. or cover plate option selected. 5. Remove the orange protective clip when placing the 2. Apply pipe joint compound or PTFE tape to the male sprinkler system in service. threads of the sprinkler's inlet fitting. 3. Install the sprinkler in the fitting using the installation wrench specified in the Installation Data table.The Mod- el F3R wrench is designed to be inserted into the groves in the sprinkler's wrench boss as shown in Fig. 13. The Model XLO2 wrench is designed to fit into the cup and engage the wrench boss as shown in Fig. 14. Do NOT wrench any part of the sprinkler assembly other than the wrench boss. When inserting or removing the wrench from the sprinkler,care should be taken to prevent dam- age to the sprinkler. The sprinkler is then tightened into the pipe fitting to achieve a leak free connection. The recommended minimum to maximum installation torque is 22-30 lb-ft(30—40 N-m)for 1" NPT and 1507-1 R1 sprinklers, and 14-20 lb-ft(19—27 N-m)for 3/4" NPT and ISO7-1 R3/4 sprinklers. 18. Installation Data Sprinkler Escutcheon or Cover Plate Suggested Hole Diameter in Installation Required Centerline of Sprinkler Model Wall or Ceiling Wrench Ribs/Inlet to Finished Ceiling Vertical Dimension* Standard Escutcheon 2-1/8"(54 mm) F3R HB Extended Escutcheon 2-1/2"(64 mm) F3R F3QR56 Pendenry F1 Recessed Escutcheon 2-1/4"(57 mm) XL02 Not Applicable FP Recessed Escutcheon XL02 CCP Cover Plate 2-1/2"(64 mm) XL02 Standard Escutcheon 2-1/8"(54 mm) F3R 4-5/8"to 12-5/8" HB Extended Escutcheon 2-1/2"(64 mm) F3R (118 mm to 321 mm) F3QR56 Dry F1 Recessed Escutcheon 2-1/4"(57 mm) XLO2 cULus,NYC Horizontal FP Recessed Escutcheon 2 1/2"(64 mm) XL02 4-5/8"to 6-5/8" Sidewall (118 mm to 168 mm) F1 Recessed Escutcheon 2-1/4"(57 mm) XL02 FM 4- 8" FP Recessed Escutcheon 2-1/2"(64 mm) XL02 /8"t 1 1 mm) mm t m to 322 1 mm) F3QR56 Dry N/A Upright 1-1/2"(38mm) F3R Not Applicable *Note:Based on 5/8"(16 mm)centerline of sprinkler tube/nlet to defector vertical distance. Maintenance The Model F3QR56 Dry Sprinklers should be inspected and 4. Inlet Fitting: [Long—Standard Inlet Fitting][Short "PC'— the sprinkler system maintained in accordance with NFPA 25. Wet Pipe Systems only] Do not remove the factory applied thermally sensitive wax fillet 5. Sprinkler Temperature Rating:See Temperature Ratings between the bulb supporting cup and the wrenching boss. Do Table not replace this wax with a substitute substance. 6. Sprinkler Finish:See Finish Combinations Table An Alternate substance may interfere with proper operation 7. Escutcheon/Cover Plate Finish:See Finish Combinations of the sprinkler. Do not clean sprinklers with soap and water; Table ammonia or any other cleaning fluids. Remove dust by using 8. Length: a soft brush or gently vacuuming. Replace any sprinkler which *For dry pendents and dry sidewalls: "A" Dimension has been painted(other than factory applied)or damaged in any is from face of tee to face of finished ceiling or wall in way.A stock of spare sprinklers should be maintained to allow 1/4"(6mm)increments. See Fig. 1 through Fig.9. quick replacement of damaged or operated sprinklers. Prior *For dry uprights:Order dimension is from face of tee to installation, sprinklers should be maintained in the original to top of deflector in 1/4"(6mm)increments.See Fig. cartons and packaging until used to minimize the potential for 10. damage to sprinklers that would cause improper operation or Notes: non-operation. 1.For Dry Upright,customer is responsible for determining the Ordering Information correct deflector distance from structure above. Specify: 2.Length is based on normally gauged pipe thread"make-up" 1. Sprinkler: [Model F3QR56 Dry Pendent SIN R5714] of.600"(15mm)per ANSI B2.1 (approximately 7-1/2 threads). [Model F3QR56 Dry Horizontal Sidewall SIN R5734] [Model F2QR Dry Upright SIN R5724] Installation Wrench 2. Escutcheon/Cover Plate: [None][Standard escutcheon] Model F3R Sprinkler Wrench(Standard and HB escutcheons) [Model HB extended escutcheon][Model F1 recessed Model XLO2 Sprinkler Wrench(FP Recessed and CCP escutcheon][Model FP recessed escutcheon][Model Concealed) CCP cover plate—pendent only] 3. Inlet Threads: [1" NPT][ISO7-1R1][3/4" NPT][ISO7- 1 R3/4] The equipment presented in this bulletin is to be installed n accordance with the latest published Standards of the National Fire Protection Association,Factory Mutual Research Corporation,or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting 4fe and property for almost 100 years. Manufactured by Reliable Automatic Sprinkler Co.,Inc. A Recycled ReHabi ® (800)(800) 31 4 1588-6051 Sales Offices �s Paper 31 Sales Fax (914)829 2042 Corporate Offices Revision lines indicate updated or new data. www.reliablesprinkler.com Internet Address EG.Printed in U.S.A.11/22 P/N 9999970175 ..................._ ZURN® Model 35OASTDA Double Check Detector Assembly Application Designed for installation on water lines in fire protection I(�, ' ow- 0 systems to protect against both backsiphonage and back- pressure of polluted water into the potable water supply. 'ii,� LEAD FREE Model 350ASTDA shall provide protection where a potential " ;. ,.. ,: health hazard does not exist. Incorporates metered by-pass 4110 to detect leaks and unauthorized water use. E ; NSF/ANSI/CAN 61 Standards Compliance(Horizontal&Vertical) • ASSE®Listed 1048 (SHOWN WITH OPTIONAL FLANGED END BUTTERFLY VALVES) • AWWA Compliant C510(with gates only)and C550 • UL®Classified Options(Suffixes can be combined) • C-UL®Classified ❑ - with flanged end OS&Y gate valves(standard) • FM®Approved 0 LM - less water meter • CSA®Certified B64.5 0 - with gallon meter(standard) • Approved by the Foundation for Cross Connection Control 0 CFM - with cu ft meter and Hydraulic Research at the University of Southern 0 CMM - with cu meter meter California 0 G - with grooved end OS&Y gate valves • Meets the requirements of NSF/ANSI/CAN 61* ❑ FG - with flanged inlet gate connection and *(0.25%MAX.WEIGHTED AVERAGE LEAD CONTENT) grooved outlet gate connection By-Pass Backflow Assembly 3/4'Model 950XLD 0 PI - with Post Indicator Gate Valves 0 BG - with grooved end butterfly valves with integral Materials supervisory switches Main valve body 304L Stainless steel 0 BF - with flanged end butterfly valves with integral Access covers 304L Stainless steel supervisory switches Internals Stainless steel,300 Series 0 RV - with By-pass on right hand side NORYLTM Fasteners&springs Stainless Steel,300 Series Accessories Elastomers EPDM(FDA approved) 0 Repair kit(rubber only) Buna Nitrile(FDA approved) 0 Thermal expansion tank(Model XT) Polymers NORYLTM" 0 OS&Y Gate valve tamper switch(OSY-40) Features Sizes: 2 1/2", 3", 4", 6", 8", 10" I I I Maximum working water pressure 175 PSI MODEL �+ - . Maximum working water temperature 140°F ,SThA Tr_ _III_ Milli. E Hydrostatic test pressure 350 PSI with • ''= End connections (Grooved for steel pipe) AWWA C606 os&Y option ``�� is.. % Irk `� ,. (Flanged) ANSI B16.42 , , ,:�" Class 150 IM:40110:2:1 _, F Dimensions&Weights(do not include pkg.) —B—I _c MODEL WEIGHT A D ` A WITH osav WITH os&v WITH BLVES(GLY BIJI VALVES(FLAY MODEL350ASTDA SIZE GATES(G GATES MD) lbs. ( kg In. kg ` � I'7 _• ■� ) _it_Ii;I ikl' E in. mm lbs. kgems, t -1 ' 21/2 65 126 57 116 53 93 42 103 47 : r, i;�;3 80 143 65 131 60 97 44 110 50 with 'a'w i7 i (•) �aib� 4 100 218 99 198 90 101 46 123 56 BF option ��DT:7:2A I F 6 150 352 160 322 147 164 74 194 88 B C 8 200 667 303 613 278 350 159 373 169 A D 10 250 885 401 827 375 463 210 521 236 MODEL DIMENSION(approximate) 350ASTDA A WITH B LESS E E E WITH SIZE A BUTTERFLY GATE C D OS&Y OS&Y BUTTERFLY F VALVES VALVES OPEN CLOSED VALVES in mm in mm in mm in mm in mm in mm in mm in mm in mm in mm 2 1/2 65 31 7/8 810 28 3/4 730 n/a Na 12 305 7 1/4 184 17 3/4 451 15 3/8 391 81/4 210 5 127 3 80 32 7/8 835 29 3✓8 746 n/a n/a 12 305 71/4 184 201/4 514 17 432 81/4 210 5 127 4 100 34 7/8 886 30 1/4 768 n/a n/a 12 305 8 203 22 1/2 572 181/4 464 9 229 5 127 6 150 431/2 1105 361/2 927 n/a n/a 101/2 267 10 254 301/2 775 241/4 616 101/4 260 6 152 8 200 52 3/4 1340 45 3/4 1162 n/a n/a 15 1/8 384 11 279 37 940 28 1/2 724 181/2 470 8 3/8 213 10 250 55 3/4 1416 49 3/4 1264 n/a n/a 15 1/8 384 12 305 45 5/8 1159 34 3/4 883 181/2 470 8 3/8 213 Zum Industries,LLC I Wilkins Rev.O 1747 Commerce Way,Paso Robles,CA U.SA.93446 Ph.855-663-9876,Fax 805-238-5766 Date:08/20 In Canada I Zum Industries Limited Document No.BF-350ASTDA Product No.Model 350ASTDA 7900 Goreway Drive,Unit 10,Brampton,Ontario L6T 5W6,877-892-5216 Patent zum,com/patents www.zurn.com Page 1 of 2 Flow Characteristics ORated Flow(establishedapproval by agencies) MODEL 350ASTDA 2 1/2",3"&4"(STANDARD&METRIC) FLOW RATES(I/s) 0.0 12.6 25.2 37.9 50.5 _15 I 104 t,7 21/2"(65mm) a a 3"(80mm) 4"(100mm) to 10 69 v O J J 5 35 co cc coco ...... co 111 re a- p o 0 0 200 400 600 800 FLOW RATES (GPM) MODEL 350ASTDA 6" 8"&10"(STANDARD AND METRIC) FLOW RATES(Ws) 0.0 63.1 126.2 189.3 252.4 20 138 d 15 co 10`(250mm) Y 104" to w vi 6"(150mm) N O 10 8"(200mm) 69 0 ce w5 35 co w re 0- p _ 0 a 0 1000 2000 3000 4000 FLOW RATE(GPM) Typical Installation Capacity thru Schedule 40 Pipe(GPM) Local codes shall govern installation requirements.Unless Pipe size 5 ft/sec 7.5 ft/sec 101t/sec 15 ft/sec otherwise specified,the assembly shall be mounted at a mini- 21/2" 75 112 149 224 mum of 12"(305mm)and a maximum of 30"(762mm)above 3. 115 173 230 346 adequate drains with sufficient side clearance for testing and maintenance.The installation shall be made so that no part 4" 198 298 397 595 of the unit can be submerged. 6" 450 675 900 1351 8" 780 1169 1559 2339 10" 1229 1843 2458 3687 iii12" 1763 2644 3525 5288 Li �I _ =Cls "U PROTEC11VE _ ENCLOSURE 3 - m r.,- h:21.,... 1 IL....k. --,....77,1 ,,' -iiiiiiii5' -li Lr2 _,,,,,_ -,; — it,iiLiii1i1° • I lio= 12"MIN. ___'—I 30"MAX. 11.-111.111.111311a 0m I_111��II II��II11 II�.II��.II I_ar I V 11 d II=11 t` w 11v11 I_I I II- I-.= =ii-- DIRECTION OF FLOW • ZURN WILKINS MODEL 350ASTDABG ZURN WILKINS MODEL 350ASTDA INDOOR VERTICAL INSTALLATION OUTDOOR HORIZONTAL INSTALLATION Specifications The Double Check Detector Backflow Prevention Assembly shall be certified to NSF/ANSI/CAN 61,ASSE®Listed 1048,and supplied with full port gate valves.The main body and access cover shall be 304L Stainless Steel,the seat ring and check valve shall be Norylna,the stem shall be stainless steel(ASTM A 276)and the seat disc elastomers shall be EPDM.The first and second check valves shall be accessible for maintenance without removing the device from the line.The Double Check Detector Backflow Prevention Assembly shall be a ZURN WILKINS Model 350ASTDA. Zum Industries,LLC I Wilkins 1747 Commerce Way,Paso Robles,CA U.SA.93446 Ph.855-663-9876,Fax 805-238-5766 In Canada I Zum Industries Limited 7900 Goreway Drive,Unit 10,Brampton,Ontario L6T 5W6,877-892-5216 www.wrn.com Page 2 of 2 POTTER Model/Senes No. ROEMER CONNECTIONS (FDC) 5740-5746 FIRE PRO,. EXPOSED FIRE DEPT.WAY CLAPPER TYPE INLET CONNECTIONS SERIES Member of Morris Group InternationaiTM SPECIFICATIONS THREE-WAY WITH TRIPLE CLAPPER Cast brass three-way inlet body,drop clappers and pin lug swivels.Size and outlet location as selected by model number.Lettering as selected. t:;J KF MODEL SELECTION 0 5740 Back Outlet MODEL 5746 (Shown) ❑5741 Back Outlet ❑5745 Angle Outlet PRODUCT OPTIONS ❑5746 Angle Outlet FINISHES: -B Polished Brass ❑-C Rough Chrome Plated Body ❑-D Polished Chrome Plated THREADS: N.S.T. ❑Other LETTERING AVAILABLE: 0 STANDPIPE 0 AUTO.SPKR. MODEL DIMENSIONS Model Ivy No. Type Size emeneen 5740 Back Outlet 4"x 2-1/2"x 2-1/2"x 2-1/2" 1 • , 1111.1 , 5741 ::::: t :::: :::: :::: :: , '5745 t �� ��1 11 �4� tttta•i [ I 5746 Angle Outlet 6"x 2-1/2"x 2-1/2"x 2-1/2" IMO 1'a 14 11#144+++ttt---8"—► Back Outlet Angle Outlet Cali Potter Roemer-sions Pro for ttom islogsand ' POTTER ROEMER/FIRE PRO approvals.DLr�wions are subject to ma's M EW IPMEN7 f MU18fKMtERf' tolerance and may �vYthad ratite.Potter Koerner- e ASSOCIATION � Headquarters: Also in: Fire Fro assumes no resparmDiEy far use dvoid or .. ,�;�v P.O.Box 3527 New York(800)526-4592 superseded data 0 Copyright Potter Romrur-Fie Pro, City of Industry,CA Chicago(800)547-34173 Member d Morris Group International TM Freese WO 91744 U.S.A. Atlanta(800)762-0542 pott�ttorrr000ntoccoom��Gwmost current specri ireons. -- `1 ( CAS P E Los Angeles Area Miami(866)961-3473 4-3473 51t7464746 SERIES Date:9/25/18 _ 62�6-85555-489700 Dallas(866)64er.co --- www.pottemoemercom A WARNING:Cancer and Reproductive Harm-www.P65Wamings.ca.gov Bulletin 360 August 2022 No ® Model FX Dry Pipe Valve mieliabi 2"(50mm),2-1/2"(65mm),76mm,3"(80mm), 4"(100mm),6"(150mm), 165mm cUlus Listed, FM Approved Features • Lightweight ductile iron body with compact trim • External reset reduces setup and commissioning time „, • Does not require priming water , Product Description The Reliable Model FX Dry Pipe Valve is a differential-principle, externally resettable valve designed for use as a primary control valve in a dry pipe system.The valve clapper is held in the set position by pneumatic pressure acting on a larger surface area t f " than that of the incoming water pressure.Release of pneumatic "-- "` pressure from the system allows the dry pipe valve to open.The Model FX valve is available with grooved end,flanged end,or 'I flange x grooved end connections(see Table A). ,,,, '1 . 16. _ •` When required,all sizes of the Model FX valve may be equipped ' with the Reliable Model B1 Accelerator(PN 650120001A;ordered separately).The accelerator is a normally closed valve that opens upon a predetermined rate of air or nitrogen pressure loss. When the accelerator opens,air or nitrogen pressure is directed to the intermediate chamber of the Model FX valve,hastening the valve trip time. Please refer to Reliable Technical Bulletin 323 for further Note:Pressure switches(low air and flow alarm)provided with information. fully assembled valves only. Order separately with loose and segmented trim. Model FX Dry Pipe Valve Technical Data Table A Fully Assembled Weight Approximate Shipping Weight for Rated Pressure Listings and Valve Size End Connection (w/o Control Valve) Valve Fully Assembled with Trim psi(bar) Approvals lbs(kg) lbs(kg) 2"(50mm) Groove/Groove 42(19) 82(37) 250(17.2) 2-1/2" (65mm) Groove/Groove 55(25) 115(52) 76mm Groove/Groove 55(25) 120(54) 3"(80mm) Groove/Groove 56(25) 120(54) Groove/Groove 78(35) 155(70) cULus 4"(100mm) Range/Groove 90(41) 167(76) FM Flange/Flange 102(46) 179(81) 300(20.7) Groove/Groove 127(58) 234(106) 6"(150mm) Flange/Groove 136(62) 252(114) Flange/Flange 163(74) 270(122) 165mm Groove/Groove 127(58) 234(106) Notes: 1. Grooved ends per ANSI/AWWA C606;flanged ends perASME B16.5 Class 150, BS10 BS-E,or ISO 7005-2 PN16(specify). 2. Valves are intended to be installed on systems where the pressure does not exceed the working capabilities of the end configurations. 3. Approximate shipping weight given for fully assembled valve and trim,including control valve and accelerator. www.reliablesprinkler.com Model FX Dry Pipe Valve Technical Specifications End Connections Pressure Rating:See Table A See Table A 7 Installation Orientation Material Specifications Vertical(Up Through Valve) ` Body&Cover:Ductile Iron,painted Clapper Stainless Steel Approvals Seat EPDM Rubber/Aluminum cULus Listed -I- Trim:Galvanized Steel FM Approved " 1; I i' I . Model FX Dry Pipe Valve Components and Dimensions Figure 1 —E— - , Notes: ' r 1. Valve is shown with optional Model B1 �•e•r Accelerator III 4 1 — 2. Pressure switches(low air and flow ni,, alarm)provided with fully assembled fi. valves only.Order separately with loose and segmented trim. limIll\ F I 1 tiYll ICI ';.5 llnT ,.apiy lao�ii ,` ' C 1 II; nu, �� �,��1 1. ii A(FX) AI��hT; Ill Is r CM=EMI LY1 j B(BFY) ■.� i#�i; ice. l'k II i`II ej c �--D —C 360FGO1 B H,--H I I J Model FX Dry Pipe Valve Dimensions-in.(mm) Table B Valve Size A B C D E F G H I J 2"(50mm) 10 4-1/8 10 7 8-1/4 40 3/4 7-1/4 9-5/8 21-3/8 (254) (105) (254) (178) (210) (1016) (19) (184) (244) (543) 2-1/2"(65mm),3" 12-1/4 3-7/8 10-1/4 7-3/8 8-1/4 43-3/4 5-7/8 8-1/4 10-1/8 22 (80mm),&76mm (311) (98) (260) (187) (210) (1111) (149) (210) (257) (559) 4"(100mm) 13-3/4 4-9/16 10-7/8 7-1/2 8-1/4 45-5/8 4-7/8 9-5/8 10-3/4 24-1/2 (349) (116) (276) (191) (210) (1159) (124) (244) (273) (622) 6"(150mm), 165mm 16 5-7/8 12-1/2 7-1/2 8-1/4 47-1/2 4 11-1/2 12 30-1/2 (406) (149) (318) (191) (210) (1207) (102) (292) (305) (775) Note:Dimension A(body take-out)is same for all end configurations. Dimension B(control valve)is not applicable to 76mm and 165mm valves as well as flanged valves. Bulletin 360 Page 2 of 6 August 2022 Rem www.reliablesprinkler.com Model FX Dry Pipe Valve Section View Figure 2 To System To System t t Air/Nitrogen Inlet JL .. L Latch J Clapper l Air/Water Seat o.y'' External — � Reset ` Main —�'�. .-IS, Drainer �1 ,� Hinge „., Alarm Outlet MAN 1 I I Water Supply Water Supply Model FX Dry Valve Model FX Dry Valve Set Condition Tripped Condition Model FX Dry Pipe Valve Components Figure 3 r" Notes: 1. Valve is shown with optional Model B1 ` � Accelerator --1-10. 2. Pressure switches(low air and flow alarm) VI provided with fully assembled valves only. Optional Accelerator Order separately with loose and segmented (See Bulletin#323) trim. System Air/Nitrogen Pres . e rik Gauge ,. High/Low Supervisory I " Pressure Switch ii I�-- Accelerator Isolation Check Valve �.I .•.R ���' f _ Valves i L am•' Air/Nitrogen Inlet&Contr. �►. , ., l�11�1��7‘:5 Valve ��11.11sa 4-.Iramay:'4 External Reset �( .o. Water Flow Alarm 1tik 1111 ' Pressure Switch Condensate Drain �-;_-i v r'a ®i" I���i� ®°1r sor� Ir w,` 3/4"Outlet for �_� >,. r, Mechanical Alarm Water Supply Pres . �—l` „�- ,:� Gauge ... A►± • `�� �!-^=td,0 mom lira Alarm Line Ball Drip Valve 011111111 Main Drain Valve alk 44 ����� �\ Intermediate Chamber ��� 1�' Ball Drip Valve 4„-.4...:77:=Aplat Li . .46a. .,_._ Main Control Valve Alarm Test Valve(Nor--:Ily 360FG03B closed) Bulletin 360 Page 3 of 6 August 2022 'WWI I www.reliablesprinkler.com Operation The valve and trim kit have been tested,approved and listed in accordance with UL and FM standards.Hydrostatically testing The Reliable Model FX Dry Pipe Valve is shown in both the closed the valve and trim to pressures higher than their rating is limited and open position in Figure 2.The upper surface area of the to the hydrostatic test as referenced by NFPA 13. clapper is approximately six times larger than the surface area of the bottom of the clapper that is exposed to the water supply Normal operation and hydrostatic testing do not address the in the set position. In the closed position,pneumatic pressure possibility of a water hammer which may damage the valve.A acts on the larger upper surface of the clapper while water water hammer can create pressure more than the rated pressure pressure acts on the smaller lower surface area. Because of this of the equipment and should be avoided by all necessary means. surface area differential,one psi of pneumatic pressure can offset Water hammer can occur from(but is not limited to)improper approximately six psi of water pressure.Table C provides the fire pump settings,underground construction work,or improper appropriate pneumatic pressure to water pressure ratio. venting of trapped air in piping. When a sprinkler operates,the upward force of the water Friction Loss(Equivalent Length of pressure acting beneath the clapper overcomes the reduced Schedule 40 Pipe) Table D pneumatic pressure and allows the clapper to open.Water then flows through the Model FX Dry Pipe Valve into the system piping Size C=100 C=120 Cv and into the alarm outlet activating the alarm device(s).Once ft(m) ft(m) Value the clapper has opened,the lever acts as a latch preventing the 2"(50mm) 7.2(2.2) 10.0(3.0) 99 clapper from returning to the closed position until manually reset. 2-1/2"(65mm),76mm 8.1 (2.5) 11.4(3.5) 170 3"(80mm) 9.5(2.9) 13.2(4.0) 262 4"(100mm) 16.7(5.1) 23.5(7.2) 396 Pneumatic Pressure Requirement Table C Water Pressure Pneumatic Pressure 6"(150mm), 165mm 26.4(8.0) 37(11.3) 861 psi(bar) psi(bar) Maximum Not Less Than Not More Than Model FX Dry Pipe Valve Set Up Procedure 20(1.37) 10(0.68) 20(1.37) (Reference Figure 2) 50(3.45) 15(1.03) 25(1.72) 75(5.17) 20(1.37) 30(2.06) 1. Close the Main Control Valve and close the Air/Nitrogen Control Valve. 100(6.89) 25(1.72) 35(2.41) 2. Open the Main Drain Valve and drain the system. 125(8.62) 30(2.06) 40(2.75) 3. Open all drain valves and vents at low points throughout the 150(10.34) 35(2.41) 45(3.10) system,closing them when flow of water has stopped. 4. Inspect and replace any necessary portions of the sprinkler 175(12.07) 40(2.75) 50(3.45) system subjected to fire conditions. 200(13.79) 45(3.10) 55(3.79) 5. Push in the plunger of the Intermediate Chamber Ball Drip Valve and the Alarm Line Ball Drip Valve to force the ball 225(15.51) 50(3.45) 60(4.14) from its seat to drain any water in the lines. 250(17.24) 55(3.79) 65(4.48) 6. When standing in front of the valve,locate the External Reset 275(18.96) 60(4.14) 70(4.83) on the left side of the dry valve body.Push in on the plunger in the center of the External Reset until you hear a distinct 300(20.68) 65(4.48) 75(5.17) clicking noise indicating that the clapper has closed. A tool, such as a screwdriver,may be needed to press the External Installation Reset plunger. 7. Open the Air/Nitrogen Control Valve and rapidly apply The Model FX Dry Pipe Valve shall be installed in accordance with compressed air or nitrogen into the Model FX Dry Pipe Valve NFPA 13,"Standard for the Installation of Sprinkler Systems," system until the pressure conforms to the level indicated in as well as the requirements of any authorities having jurisdiction. Table C,as indicated on the System Pressure Gauge.Set the The direction of flow shall be up through the assembly. Failure to air or nitrogen supply to automatic operation. follow installation instructions may void the warranty and/or listing 8. Partially open the Main Drain Valve. of the valve.Verify compatibility of the Model FX Dry Pipe Valve 9. Slightly open the Main Control Valve until water begins to materials with the water supply and the environment where the flow through the Main Drain Valve. valve will be installed prior to installation. 10. Once water begins to flow through the Main Drain Valve, slowly close the Main Drain Valve. The Model FX Dry Pipe Valve must be installed in a readily visible 11. If installed,reset the Model B1 Accelerator per Reliable Tech- and accessible location where a minimum temperature of 40°F nical Bulletin 323 and open the Accelerator Isolation Valves. (4°C)or above must be maintained. Heat tracing of the Model FX 12. Observe if water leaks through the Intermediate Chamber Dry Pipe Valve and trim is not permitted. Heat tracing can result Ball Drip Valve into the closed drain.If no leak occurs,the in the formation of hardened mineral deposits that can prevent dry pipe valve clapper is sealed. proper operation of the dry pipe valve. 13. Slowly open the Main Control Valve.Verify that the Main Control Valve is fully open and properly monitored. Bulletin 360 Ma Page 4 of 6 August 2022 www.reliablesprinkler.com Alarm Test Guarantee 1. Notify the owner and monitoring company that testing is For Reliable Automatic Sprinkler, Co., Inc. guarantee, terms, and being performed on the system. conditions,visit www.reliablesprinkler.com. 2. Open the Alarm Test Valve. 3. Verify that pressure alarm switch has activated,and signal has been reported to the fire alarm system. Ordering Information 4. Close the Alarm Test Valve. 5. Push in the plunger of the Alarm Line Ball Drip Valve to force the ball from its seat to relieve pressure and drain any water Specify. in the line. • Model FX Dry Pipe Valve When testing is complete,notify the owner and monitoring corn- • Size pany that the system has been returned to service. • End Connections Maintenance Trim* -Fully assembled with control valve The owner is responsible for maintaining the fire protection -Fully assembled without control valve system in proper operating condition.Any system maintenance or -Segmented trim(control valve not included) testing that involves placing a system out of service may eliminate -Loose trim(control valve not included) the fire protection that is provided by the fire protection system. • (Optional)Model B1 Accelerator(PN 650120001A) Notify any required authorities having jurisdiction and implement appropriate precautions prior to proceeding. *Note:Low pressure switch(PN 6990006381)and alarm pressure switch(PN 6990006382)are included with fully The Reliable Model FX Dry Pipe Valve shall periodically be given a assembled trims only.Order separately when selecting thorough inspection and test. NFPA 25,"Inspection,Testing and segmented or loose trim. Maintenance of Water Based Fire Protection Systems,"provides minimum maintenance requirements. Replace any components found to be corroded,damaged,worn or non-operable.Increase the frequency of inspections when the valve is exposed to Service Kits corrosive conditions or chemicals that could impact materials and/or operation of the assembly. Service kits are available for routine servicing of the valve(refer- ence assembly drawings on website).Service kits for the Model Excess water may settle above the valve clapper following FX Dry Pipe Valve include the following components: hydrostatic testing,system activation,or as a result of condensation.To remove excess water from the system: • Seal Assembly(item 4) • Cover Gasket(item 5) 1. Notify the owner and monitoring company that maintenance • Grease(item 17) is being performed on the system. 2. Close the Main Control Valve and close the Air/Nitrogen Note:Seat and seal is an integral unit. Replacement requires the Control Valve. appropriate Seat Installation Wrench. 3. If an Accelerator is present,close the Accelerator Isolation Valves. 4. Open the Main Drain Valve. • 2"Model FX Seat Wrench: PN 6881702000 5. Open the Condensate Drain Valve on the left rear of the • 2-1/2"and 3"Model FX Seat Wrench: PN 6881703000 dry pipe valve body until all water has drained.Close • 4"Model FX Seat Wrench: PN 6881704000 Condensate Drain Valve immediately when the flow of water • 6"Model FX Seat Wrench: PN 6881706000 has stopped. 6. Open the Air/Nitrogen Control Valve and allow pneumatic pressure to return to normal(refer to Table C).Set pneumatic supply to automatic operation. 7. If an Accelerator was isolated in step three,open the Accelerator Isolation Valves. 8. Open the Main Control Valve until water begins to flow through the Main Drain Valve. 9. Slowly close the Main Drain Valve. 10. Fully open the Main Control Valve.Verify that the Main Con- trol Valve is fully open and properly monitored. 11. Notify the owner and monitoring company that the system has been returned to service. Bulletin 360 ..t Page 5 of 6 August 2022 MUM�"` www.reliablesprinkler.com Model FX Fully Assembled Part Number Figure 4 65080 X Y Z 00 f Valve Size End Connection Trim X Y z 2=2"(50mm)* 7=Groove/Groove 0=W/O Control Valve,W/O Accelerator 1 =2-1/2"(65mm)* 8=Flange/Groove,Class 150 1 =W/Control Valve,W/O Accelerator* 7=76mm* 9=Flange/Groove,BS-E 2=W/2 Control Valves,W/O Accelerator* 3=3"(80mm)* A=Flange/Groove,PN16 3=W/O Control Valve,W/Accelerator 4=4"(100mm) B=Flange/Flange,Class 150 4=W/Control Valve,W/Accelerator* 6=6"(150mm) C=Flange/Flange,BS-E 5=W/2 Control Valves,W/Accelerator* 5=165mm* E=Flange/Flange,PN 16 *Note:Available only with Groove/Groove connections Model FX Valve Only(No Trim) Part Number Figure 5 Weight(Valve Only) Figure 6 61010 XX 60 Y Size End bsn(kkggC )tion GRV/GRV FLGIGRV FLG/FLG 1-1 2"(50mm) 22(10) N/A N/A 2 1/2"(65mm) 34(16) N/A N/A Valve Size End Connection &76 mm XX I 3"(80mm) 35(15) N/A N/A 20=2"(50mm)* 7=Groove/Groove 4"(100mm) 52(24) 64(29) 76(35) 25=2-1/2"(65mm)* 8=Flange/Groove,Class 150 76=76mm* 9=Flange/Groove,BS-E 6"(150mm) 101 (46) 119(54) 137(62) 30=3"(80mm)* A=Flange/Groove,PN16 165mm 101 (46) N/A N/A 40=4"(100mm) B=Flange/Flange,Class 150 60=6"(150mm) C=Flange/Flange,BS-E 65=165mm* E=Flange/Flange,PN 16 *Note:Available only with Groove/Groove connections Model FX Trim Only Part Number Figure 7 Weight(Trim Only) Figure 8 Trim Part Numbers Segementally Valve Size Size Loose Trim Assembled Trim Loose Segmentally lbs(kg) lbs(kg) Assembled 2"(50mm) 20(9) 23(10) 2"(50mm) 6508000001 65080000011 2-1/2"(65mm), 2-1/2"(65mm),76mm, 6508000002 65080000012 76mm,&3"(80mm) 21 (10) 25(11) &3"(80mm) 4"(100mm),6" 4"(100mm),6" 26(12) 30(14) (150mm),165mm 6508000003 65080000013 (150mm),&165mm o Lo r- rn rn in rn z a Bulletin 360 Page 6 of 6 August 2022 MU GU www.reliablesprinkler.com Bulletin 833 August 2022 Model REL300GT& REL300GTC Butterfly Valve/Grooved Tapped Body cULus Listed,FM Approved 300 psi(20.7 bar) Product Description The Reliable Supervised Butterfly valves are cULus Listed and FM Approved for fire protection systems. Reliable Supervised I ik ' , Butterfly Valves valves have AWWA C606 grooved end con- nections. They are available in 2-1/2" (65 mm), 76 mm, 3" (80 mm),4"(100 mm),5"(125 mm),6"(150 mm), 165 mm,8"(200 mm), and 10" (250 mm) nominal sizes. The valves are listed for 300 psi(20.7 bar)working pressure.The maximum working temperature for the valves is 212°F(100°C). The valve bodies come equipped with a plugged,tapped port on the supply and discharge side of the disc.These valves are available with two options for the wire harness: a standard 9"(0.23 m)set of wire leads,and a 39"(1 m)extended-length set of wire leads where required for international use. Verify compatibility of the Model REL300GT and REL300GTC butterfly valve materials with the water supply and the environment where the valve will be in- stalled prior to installation. Maintenance Model REL300GT Butterfly Valve-Supervised Normally Open The owner is responsible for maintaining the fire protection system in proper operating condition.Any system mainte- nance or testing that involves placing a control valve out of IP service will eliminate the fire protection that is provided by the fire protection system. The Reliable Supervised Butterfly valves and associated equipment shall periodically be given a thorough inspection Lr and test.NFPA 25, "Inspection,Testing and Maintenance of Water Based Fire Protection Systems,"provides minimum maintenance requirements. Ordering Information Specify the following when ordering: Supervision • REL300GT(Normally Open Valve) • REL300GTC(Normally Closed Valve) Model REL300GTC Butterfly Valve-Supervised Normally Closed Valve Size • 2-1/2"(65 mm) • 76 mm • 3"(80 mm) Guarantee • 4"(100 mm) • 5"(125 mm) For Reliable Automatic Sprinkler Co., Inc. guarantee, terms, • 6"(150 mm) and conditions,visit www.reliablesprinkler.com. • 165 mm • 8"(200 mm) • 10"(250 mm) Wire Harness Length • Standard:9"(0.23 m) • Optional[EMEA and APAC Only]:39"(1 m) www.reliablesprinkler.com Reliable Model REL300GT and REL300GTC Butterfly Valve Technical Specifications Specifications Pressure Rating: Groove Inlet:AWWA C 606 i ik 300 psi(20.7 bar) ' Listings and Approvals 4/ Material Specifications cULus Listed Upper Stem:Stainless Steel ASTM A 276 Type 420 FM Approved Upper Bearing:PTFE Bronze Sintered on Steel 111 0-Ring:EPDM Body:Ductile Iron ASTM A 395,Epoxy Coated 14 -.. - Disc:Ductile Iron ASTM A 395 with EPDM Encapsulation f Lower Bearing:PTFE Bronze Sintered on Steel y Lower Stem:Stainless Steel ASTM A 276 Type 420 Dust Plug:PVC Name Plate:Aluminum Gear Operator:Cast Iron and Steel Indicator Flag:Steel Handwheel:Cast Iron Cable Gland:Nickel plated brass Plug:Carbon Steel(Zinc-plated) Reliable Model REL300GT and REL300GTC Butterfly Valve Dimensions Figure 1 (+ C 1 fI ;moo, _• 1•1 flip_ �' — • I�'W►' AT iaamaa ee . ■■ .. i II 44 40 11_ OM 0 (DIA) 4-11# — 12V CV i .. B .- -*--D—e- Grooved Dimensions-In.(mm) Table A Nominal A B C D E F G H I Weight Size lb(kg) 2-1/2"(65) 11-1/4 3-7/8 4-15/16 1-3/4 2-15/16 4-15/16 3-3/8 4-1/4 11 76 mm (285) (98) (125) (45) (75) (125) (85) (108) 3/8 NPT (5) 3"(80) 12-3/16 3-7/8 4-15/16 2 3-9/16 5-1/4 3-3/8 4-1/4 3/8 NPT 12.5 (310) (98) (125) (52) (90) (134) (85) (108) (5.7) 4"(100) 14-3/16 4-9/16 4-15/16 2-1/2 4-5/16 6-7/16 3-3/8 4-15/16 1/2 NPT 17.5 (360) (116) (125) (63) (110) (164) (85) (125) (7.9) 5"(125) 15-5/16 5-7/8 6-5/8 3-1/8 5 7-3/16 3-5/8 5-7/8 1/2 NPT 30 (390) (149) (168) (79) (127) (182) (92) (150) (13.6) 6"(150) 16-3/4 5-7/8 6-5/8 3-9/16 5-11/16 7-13/16 3-5/8 5-7/8 33.3 165 mm (425) (149) (168) (91) (145) (199) (92) (150) 1/2 NPT (15.1) 8"(200) 19-7/16 5-1/4 6-5/8 4-5/8 6-7/8 9-3/8 3-5/8 5-7/8 1/2 NPT 45.2 (493) (134) (168) (118) (175) (238) (92) (150) (20.5) 10"(250) 22-3/4 6-1/4 9-7/16 5-5/8 8-1/4 11-3/16 3-15/16 9-13/16 1/2 NPT 79.9 (578) (160) (240) (144) (210) (284) (100) (250) (36.3) Bulletin 833 Reliable Page 2 of 3 August 2022 www.reliablesprinkler.com Reliable Model REL300GT Wiring Diagram-Supervised Normally Open Figure 2 FIRE ALARM CONTROL PANEL (1) GREENACTUATOR CASE GROUND SUPERVISORY CIRIRCUITIT S1:TWO LEADS PER TERMINAL S2:ONE LEAD PER TERMINAL O YELLOW SiYELLOW S2 O-VIOLET VOLTAGE Si END OR LINE SOURCE 0 O RESISTOR O' O- BLUE--I ORANGE OR NEXT DEVICE ORANGE RED DEVICE (LOAD) SUPERVISORY CIRCUIT NOTIFICATION CIRCUIT NOTES: 1. WIRING SHOWN IS FOR NORMALLY OPEN CIRCUITS. 2. CAP ALL ENDS OF UNUSED WIRES. Reliable Model REL300GT Wiring Diagram-Supervised Normally Closed Figure 3 FIRE ALARM CONTROL PANEL SUPERVISORY CIRCUIT 0 GREEN ACTUATOR CASE GROUND S1:TWO LEADS PER TERMINAL I S2:ONE LEAD PER TERMINAL BROWN J O BROWN /(�''� VIOLET- I VOLTAGE Si END OR LINE RESISTOR �J S2 �/ O SOURCE O O BLUE OR NEXT DEVICE ORANGE ORANGE RED DEVICE (LOAD) SUPERVISORY CIRCUIT NOTIFICATION CIRCUIT NOTES: 1. WIRING SHOWN IS FOR NORMALLY OPEN CIRCUITS. 2. CAP ALL ENDS OF UNUSED WIRES. 3 C. CD co CD CD CO Bulletin 833 Rellabld Page 3 of 3 August 2022 www.reliablesprinkler.com Bulletin 621 June 2019 Relliabild Model CR Commercial Riser 1-1/2"through 8"(40-200 mm)Sizes cULus Listed,FM Approved Features • Cast stainless steel body for 1-1/2" and 2" threadedA, manifolds ` ,(77 t • Schedule 10 welded body for 2"-8" grooved versions ` • Optional schedule 40 manifold for 2"-4"sizes a • • Approved for vertical or horizontal installation *f Product Description II iL The Reliable Model CR Commercial Riser arrives factory as- „au .4- ..- - sembled with water flow switch, pressure gauge, and main drain for a cost-effective system riser or floor control assem- bly.The Model CR is cULus listed(VEOY.EX5980) and FM ap- proved as a unit. The main drain is available with a ball valve or Reliable Test and Drain valve,which is available with a wide 3"(80mm)welded Commercial Riser selection of test orifice K-factor choices. An optional pressure w/175psi Pressure Relief Kit and Test&Drain Valve(K5.6) relief valve kit,available in 175, 185,210,260,and 310 psi(12, 13, 14, 18,and 21 bar)rating, is also available. Model CR Commercial Riser Table A K-Factor for Valve Size End Connections Pressure Material End-to-End Drain Size Optional Test Rating Take Out and Drain Valve* 1-1/2"(40mm) Threaded Cast Stainless 8 1/4 1"(25mm) 250 psi (210mm) 2"(50mm) Threaded (17.2 bar) Cast Stainless 8-1/4" 1"(25mm) 2.8(40),4.2 (210mm) (60),5.6(80) 2"(50mm) Grooved S10,S40 Steel 13 1"(25mm) (330mm) 2-1/2"(65mm) Grooved S10,S40 Steel 13" 1 1/4" (330mm) (32mm) 4.2(60),5.6 13" 1 1/4" (80),8.0(115), 3"(80mm) Grooved S10,S40 Steel 11.2(160) 300 psi (330mm) (32mm) 4"(100mm) Grooved (20.7 bar) S10,S40 Steel 13 2"(50mm) (330mm) 5.6(80),8.0 6"(150mm) Grooved S10 Steel 13 2"(50mm) (115), 11.2 (330mm) (160), 16.8 13" (240)(200mm) Grooved S10 Steel (330mm) 2"(50mm) *Note:K-factor must be equal to or less than the K-factor of the smallest K-factor installed on the sprinkler system. For sprinkler systems where the smallest K-factor sprinkler on the system is greater than the largest available valve K-factor, use any valve K-factor that will provide a minimum flow of 10gpm(38 Ipm)as required to operate a UL Listed Waterflow Switch. www.reliablesprinkler.com Model CR Commercial Riser Threaded End Assemblies(1-1/2"[40mm]&2"[50mm]) Figure 1 B PRESSURE p GAUGE PRESSURE Threaded End Basic Assembly w/ 3-WAY VALVE-\\NN(2). RELIEF Pressure Relief Valve Table B I111.„ :.- End Manifold A B C D E Weight "._ate! �i°f�II, connection Pipe Size in ii m in in lbs Co ICI �I11 E in(mm) (mm) Om) (mm) (mm) (mm) (k9) �= (TAKE OUT) lail�� 1-1/2 11 10-1/4 3 5-1/4 8-1/4 8.3 mik (40) (279) (260) (80) (133) (210) (3.8) _ `, Threaded Ends 1111 a F—C-- VALVE 1 BALL ( F91) 2 11 10-1/2 3-1/4 5-1/2 8-1/4 9.1 WATERFLOW MANIFOLD (DRAIN (50) (279) (267) (83) (140) (210) (4.1) DETECTOR BODY CONNECTION) BASIC ASSEMBLY(2"[50MM]VERSION SHOWN! WITH OPTIONAL PRESSURE RELIEF KIT PRESSURE D B GAUGE 3-WAY L(-,-,) 5111*-:( VALVE Threaded End w/Test&Drain Valve and ,,i- 17 aci. Pressure Relief Kits Table C A 'I • II ' C� �: Manifold A B C D E Weight E •�� (�' l�e V-! End Pipe Size in it in it in lbs (TAKE OUT) �I ,I I VALVE COTYneChOn in(mm) Oil (m rJ (mm) (mm) (nmT) (kg) ill . CONNECTION) 1-1/2 12-1/2 14-1/4 3 5-1/4 8-1/4 8.3 !ial a Threaded (40) (318) (VP) (80) (133) (210) (3.8) WATERFLOW MANIFOLD 1 c Ends DETECTOR BODY 021F,,,8 (See Fig.1) 2 12-1/2 14-1/2 3-1/4 5-1/2 8-1/4 9.1 BASIC ASSEMBLY(2'[SOMM]VERSION SHOWN) (50) (318) (368) (83) (140) (210) (4.1) WITH TEST AND DRAIN VALVE &OPTIONAL PRESSURE RELIEF KIT (TEST AND DRAIN SHOWN IN REST POSITION) Bulletin 621 Page 2 of 4 June 2019 MEM www.reliablesprinkler.com Model CR Commercial Riser Grooved End Grooved End Basic Assembly w/ Assemblies(2"[50mm]-8"(200mm]) Figure 2 Pressure Relief Valve Table D End Manifold A B C D E Weight PRESSURE Corvtection Pipe Size in it in in in lbs GAUGE • in Om) (mii ( i) Omni (nm Om) (kg) PRESSURE 2 12-3/4 14-1/2 5-1/4 6 13 10.7 6 nTREuEF mimim (50) (324) (368) (133) (152) (330) (4.9) E �d•'1=i 2-1/2 12-3/4 15 6-3/4 6-1/4 13 12.9 .,i -"-ilI (65) (324) (381) (171) (159) (330) (5.9) WAY 111.11 3 12-3/4 20-1/4 7 6-1/2 13 17.6 . Grooved (80) (324) (514) (178) (165) (330) (8,0) � alliE, �«� Ends i=-.��, (See Fig.2) 4 14 19 8-1/4 7 13 21.3 its ��1�= (80) (356) (483) (210) (178) (330) (9.7) _i Eli �. 6 14 21-1/2 9-1/4 8 13 26.3 WATERROW I--c BALL (150) (356) (546) (235) (203) (330) (11.9) DETECTOR „A BODY DRAW VALVE CONNECTOR 8 14-1/4 23 10-1/4 9 13 31.0 BASIC HOPTI OPTIONAL PRESSURE KIT ( ) (362) (584) (260) (229) (330) (14.1) WITH OPRORILL PRESSURE RELIEF KIT ZOO ® Grooved End w/Test&Drain Valve and Pressure Relief Kits Table E IrTAIyi Manifold A B C D E Weight PRd ESSURE E•,iaoil" a fill 1111 non Pipe Size in n n in in lbs SWAY •I•IItc..r r-D in(mm) Om Omni OM (> (mm) (k9) VALVE . ,� � �s�;-1 2 12-3/4 16 5-1/4 6 13 10.7 •i-L• ,--, (324) (406) (133) (152) (330) (4.9) I'-- (50) TEST AND DRAIN 2-1/2 15-1/4 16-1/'2 6-3/4 6-1/4 13 12.9 VALVE lam �� (65) (400) (419) (171) (159) (330) (5.9) WATEAROW MANIFOLD I 3 15-1/4 17-1/4 7 6-1/2 13 17.6 DETECTOR BODY Grooved Ends (80) (400) (438) (178) (165) (330) (8.0) BASIC asWITTHT�un+DDRRaNvuvE SHOWN' (SeeFig.2) 4 18-1/4 23-1/2 8-1/4 7 13 21.3 II DRAM PRESSURE RELIEF (80) (464) (521) (210) (178) (330) (9.7) 6 18-1/4 23 9-1/4 8 13 26.3 (150) (464) (584) (235) (203) (330) (11.9) Note:2"grooved version will have a 1"threaded drain outlet 8 18-1/4 24-12 10-1/4 9 13 31.0 and threaded inlet on the test and drain valve. (200) (464) (672) (260) (229) (330) (14.1) Bulletin 621 Page 3 of 4 June 2019 a www.reliablesprinkler.com Installation Guarantee The Model CR Commercial Riser shall be installed in accordance For Reliable Automatic Sprinkler,Co., Inc. guarantee,terms, with NFPA 13,"Standard for the Installation of Sprinkler Systems," and conditions,visit www.reliablesprinkler.com. as well as the requirements of any authorities having jurisdiction. When installed vertically,the direction of flow shall be up through Ordering Information the assembly.For horizontal installations,the water flow indicator must be located to the top and drain opening to the bottom.Fail- Specify: ure to follow installation instructions may void the warranty and/or listing of the valve.Verify compatibility of the Model CR Commer- 1. Reliable Model CR Commercial Riser cial Riser materials with the water supply and the environment 2. Size where the valve will be installed prior to installation. 3. End Connections(1 1/2"and 2"threaded,2"through 8" grooved) Maintenance 4. (Optional)Schedule 40(2"through 4"grooved end only) 5. Drain Option(Ball valve or Test and Drain valve) The owner is responsible for maintaining the fire protection 6. Test orifice K-factor(if ordering Test and Drain valve) system in proper operating condition.Any system maintenance 7. (Optional)Pressure Relief Valve Kit(175, 185,210,260,or or testing that involves placing a system out of service may 310 psi [12.1, 12.8, 14.5, 17.9,or 21.4 bar]) eliminate the fire protection that is provided by the fire protection system.Notify any required authorities having jurisdiction and Notes: 1. All Model CR Commercial Riser Assemblies come with a implement appropriate precautions prior to proceeding. 300 psi(20.7 bar)UL Listed and FM Approved pressure The Reliable Model CR Commercial Riser shall periodically be gauge for 175 psi(12.1 bar)applications. If the Model CR given a thorough inspection and test.NFPA 25,"Inspection,Test- Commercial Riser Assembly is to be installed in a higher ing and Maintenance of Water Based Fire Protection Systems," pressure application,please purchase a 600 psi(41.4 provides minimum maintenance requirements.Replace any bar)(P/N 98248005)pressure gauge.This gauge may or components found to be corroded,damaged,worn or non-op- may not be UL Listed and/or FM Approved at the time of erable. Increase the frequency of inspections when the valve is purchase. exposed to corrosive conditions or chemicals that could impact 2. Unless specified at the time of ordering, pressure relief materials and/or operation of the assembly. kits are installed at the factory. Commercial Riser Ordering Information Part Number Figure 3 6AWWOCXYYZ I I I Riser Manifold Waterflow Detector MFG Option* Size&End ConnectionsDrain Valve/K-Factor Pressure Relief lief Valve X YY 08= 1-1/2"Threaded Female NPT S=System Sensor 00= 1"Ball Valve Drain-- 0= None 09=2"Threaded Female NPT P= Potter Flow Detector 01 = 1-1/4"Ball Valve Drain-- 1 = 175 psi(12.1 bar) 10=2"Grooved SCH10 02=2" Ball Valve Drain-- 2= 185 psi(12.8 bar) 11 =2"Grooved SCH40 03= 1"RASCO T&D Valve-K2.8 3=210 psi(14.5 bar) 12=2-1/2"Grooved SCH10 04= 1" RASCO T&D Valve-K4.2 4=260 psi(17.9 bar) 13=2-1/2"Grooved SCH40 05= 1"RASCO T&D Valve-K5.6 5=310 psi(21.4 bar) 14=3"Grooved SCH10 06= 1-1/4"RASCO T&D Valve-K4.2 15=3"Grooved SCH40 07= 1-1/4" RASCO T&D Valve-K5.6 16=4"Grooved SCH10 08= 1-1/4"RASCO T&D Valve-K8.0 17=4"Grooved SCH40 09= 1-1/4"RASCO T&D Valve-K11.2 18=6"Grooved SCH10 10=2"RASCO T&D Valve-K5.6 19=8"Grooved SCH10 11 =2"RASCO T&D Valve-K8.0 z 12=2" RASCO T&D Valve-K11.2 co 13=2"RASCO T&D Valve-K16.8 CO *Note:1-1/2"and 2"manifolds have a 1"threaded drain outlet for both Test&Drain valve and ball valve drain. 2-1/2"and 3" 01 manifolds have a 1-1/4"grooved outlet for Test&Drain valve or a 1-1/4"threaded outlet for ball valve drain. 4",6",and 8"manifolds have a 2" grooved outlet for Test&Drain valve or 2"threaded outlet for ball valve drain. Bulletin 621 elabl Page 4 of 4 June 2019 www.reliablesprinkler.com Bulletin 807 May 2019 ... mieliabit Model G Swing Check Valve 1-1/2",2",2-1/2",3",4",6",8",&10"Sizes cULus Listed,FM Approved Features • Grooved end connections. • Compact,lightweight design. • Non-slamming, spring loaded clapper to minimize water hammer. • Approved for horizontal and vertical installation. • Streamlined body design provides very low friction loss. Product Description u .: Reliable Model G Swing Check Valves are low friction loss check -. __ valves approved for use in fire protection systems.Typical applica- tions include connections between public water supplies and pri- vate fire systems,at the discharge from fire pumps,at gravity tank connections and at fire department pumper connections.All Model G Check Valves are provided with 1/2" NPT(R1/2)supply side and discharge side connections(Item 12,Figure 1). Grooved end con- nections provide fast and easy installation using listed or approved mechanical grooved couplings. Rigid style grooved couplings can be used for positive clamping to resist flexural and torsional loads. Installation The Model G Check Valve shall be installed in accordance with Reliable Model G Swing Check Valve(3") NFPA 13, "Standard for the Installation of Sprinkler Systems," Note:Model G Check Valves may be damaged by excessively turbu- as well as the requirements of any authorities having jurisdic- lent water flow.Model G Check Valves should be installed a reasonable tion.When installed vertically,the direction of flow shall be up distance from pipe transitions,such as pumps,elbows,expanders,re- through the valve(install with flow arrow pointed up). For hor- ducers,or similar devices.Typical piping practices suggest a minimum izontal installations, the hinge pin must be located to the top. distance of five times the pipe diameter for general use. Failure to follow installation instructions may void the warran- ty and listing of the valve. Verify compatibility of the Model G Check Valve materials with the water supply and the environ- ment where the valve will be installed prior to installation. Do not apply lubricants,sealants,or other chemicals to the clapper seal or seat. Technical Data Table A Valve Size Pressure Rating Face-to-Face Eq.Length C=120 Eq. q�Length C=100 Cv Factor Shaping Weight 1-1/2"(40 mm) 6-1/4"(159 mm) 6.7'(2.0 m) 4.8'(1.5 m) 36 5 lbs(2.3 kg) 2"(50 mm) 300 psi(20.7 bar) 6-1/2"(165 mm) 9.6'(2.9 m) 6.8'(2.1 m) 67 6 lbs(2.7 kg) 2-1/2"(65 mm) 7.12"(181 mm) 6.0'(1.8m) 4.3'(1.3m) 212 9 lbs(4.1 kg) 76 mm 7.12"(181 mm) 6.0'(1.8m) 4.3'(1.3m) 212 9 lbs.(4.1 kg) 3"(80 mm) 7.62"(194 mm) 5.3'(1.6m) 3.8'(1.2m) 376 11 lbs.(5.0 kg) 4"(100 mm) 250 psi(17.3 bar) 8.44"(214 mm) 7.1'(2.2m) 5.0'(1.5m) 656 17 lbs.(7.7 kg) 6"(150 mm) 10.25"(260 mm) 13.7'(4.2m) 9.8'(3.0m) 1395 38 lbs.(17.2 kg) 165 mm 10.25"(260 mm) 13.7'(4.2m) 9.8'(3.0m) 1395 38 lbs.(17.2 kg) 8"(200 mm) 12.5"(318 mm) 15.9'(4.8m) 11.3'(3.4m) 2818 63 lbs.(28.6 kg) 10"(250 mm) 300 psi(20.7 bar) 14.5"(368 mm) 28.8'(8.8m) 20.6'(6.3m) 3928 102 lbs.(46.3 kg) www.reliablesprinkler.com Model G Swing Check Valve Components Figure 1 Valve Components(refer to Figure 1) Table B Item Part Name Maw (Face to Face Dimension No. See Technical Data Table) 1 Valve Body Gray Cast Iron Class 30 ®8"& 10"VALVES ONLY 2 Seat Bronze C83600 or C93200 3 Clapper Stainless Steel 304 or 17-4 ���„`� 4 Facing Seal* EPDM Rubber 0 O 0 \ w wis 5 Clamping Ring Stainless Steel 304 //4. �//%/��/ 6 Gasket* EPDM Rubber or H H Oil / —���i Spring Stainless Steel 302 I -•`i-, ji. 8 Hinge Pin Stainless Steel 303 till1119BoltStainless Steel18 8 ,,,11 � 10 l odviut* Stainless Steel 18.8 ft'_��I� 1ril �1ii � 11 Rug,V,"NPT Steel /111Pliilli 1l 12 Plug,Y2"NPT Steel i• 13 Shoukr Eye Steel ',. i�+;1fI' * Part of Replacement Seal Kit jai 0 m 807FGO2E 0 Replacement Seal Kit Part Numbers Table C Pat Number 1-1/2" 2" 2W' 3" 4" 6" 8" 10" (40 Inn) (0 mm) (65 ram) 76 mm (80 mm) (100 mm) (150 nun) 185 mm (200 mm) (250 men) 6888000015 6888000020 6888046025 6888040025 6888040030 6888040040 6888040060 6888040060 6888040080 6888040090 Maintenance Guarantee The owner is responsible for maintaining the fire protection sys- For Reliable Automatic Sprinkler Co., Inc. guarantee, terms, tern in proper operating condition.Any system maintenance or and conditions,visit www.reliablesprinkler.com. testing that involves placing a system out of service may elim- inate the fire protection that is provided by the fire protection system. Notify any required authorities having jurisdiction and Ordering Information implement appropriate precautions prior to proceeding. Specify: The Reliable Model G Check Valve shall periodically be given 1. Model G Check Valve. a thorough inspection and test. NFPA 25, "Inspection,Testing 2. Size. and Maintenance of Water Based Fire Protection Systems,"pro- vides minimum maintenance requirements. Inspect the interior of the valve and all components for corrosion, damage, and wear at least every five (5) years. Replace any components found to be corroded, damaged, or worn. Increase the fre- quency of inspections when the valve is exposed to corrosive conditions or chemicals that could impact the valve materials. 8 0) rn 0) 0) 0) 0) Z. a Bulletin 807 Page 2 of 2 May 2019 a ab www.reliablesprinkler.com Ball Standard Port 150 PSI Saturated Steam 400 W.O.G. 5 Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 El Product The Central Model F19 Ball Valves are constructed of forged brass which ensures that there are no pin holes Description which may occur in alternate processes. Ball A large port size ensures good flow The Central Model F19 Ball Valves characteristics. Teflon*seats ensure are recommended primarily for shut- smooth operation under normal Va I ve s off service or throttling flow where operating conditions. desired. Central Ball Valves are of Each Ball Valve is tested twice with high-quality construction and are air under water to assure consistent rated at 150 psi with saturated steam, quality. 400 psi with water, oil or gas, non- Central Ball Valves include a vinyl shock,well in excess of normal covered handle for a comfortable, operating requirements in fire smooth grip. (Mfg. Source: Non- protection service. Domestic) ' C Dimensions (inches) Bore I Nom. Size / Size A B C (D) Y4" 1.65 1.50 3.31 0.320 - CA .. B Y2" 1.90 1.60 3.31 0.396 '.."-- �1 ' 3/4" 2.20 1.70 3.31 0.591 1 1" 2.64 2.01 4.65 0.787 D 11/4" 3.00 2.17 4.65 1.050 1 r . 11/2" 3.35 2.60 5.28 1.260 r r ti 2" 3.82 2.80 5.28 1.500 14 A .1 *Teflon is a trademark of the DuPont Corp. No.27-4.0 Central Sprink No.4-8.0 r 0 0 0 _ 0 I m ilk l� cn `wl• © �� 90° 1211 0 ;I I _ 1{4 0 0 ® ® 10 Bill of Materials No. Description Material Specification 1 Nut Brass ASTM B-16-C36000 2 Handle Steel ASTM A-283-D 3 Stem Gland Screw Brass ASTM B-16-C36000 4 Stem Packing Teflon* PTFE 5 Thrust Packing Teflon* PTFE 6 Stem Brass ASTM B-16-C36000 7 Body Forged Brass ASTM B-124-C37700 8 Ball Disc Packing Teflon* PTFE 9 Ball Disc Brass ASTM B-16-C36000 10 End Plug Forged Brass ASTM B-124-C37700 *Teflon is a trademark of the DuPont Corp. CENTRAL Central Sprinkler Company 451 N.Cannon Avenue, Lansdale,PA 19446 ©1992 Central Sprinkler Company Phone(215)362-0700 Printed in U.S.A. FAX (215)362-5385 Bulletin F19.1 ZUURH• Model ZW4000 WILKINS Pressure-TruTM Fire Hose Valve Application The Pressure-TruTM ZW4000 Series Pressure Reducing Valve is listed as a standpipe valve for individual hose stations in CLASS I and CLASS III systems. Regulates pressure under 4. both FLOW and NO-FLOW conditions. T Standards Compliance it •UL® Listed - •C-UL® Listed -- • NYC M EA 325-06-E ~"- •City of Los Angeles Approved ��' ��� Material Castings/internals Cast bronze ASTM B 584 i '- -. Elastomers Buna Nitrile(FDA approved) ZW4000 ZW4000G EPDM(FDA approved) Features Options Sizes:2 1/2" (Suffixes can be combined) Maximum inlet pressure 400 psi ❑ZW4000- angle type valve Inlet connection: (FNPT)or ANSI B1.20.1 0 IL - in-line(globe type)valve (Grooved) AWWA C606 0 G - with grooved inlet connection Outlet connection:Male Hose(NH) NFPA 1963 ❑ SF - with San Francisco hose thread(3") Factory Set ❑ ST - with specified hose thread Tapped and plugged inlet and outlet for pressure gauge. ❑ CC - with cap and chain 0 CH - with chrome finish 1- B 1 H-B---1 1- B -I k—er—d Im 1 IIi E 11111 aIsm A mom A RADIUS OF SWING A A ERADIus n III J. �/ I 1 , -I III • I OF SWING o_ C I0 �" 0 !i�, 1 ■i a C ® a. D f IIIC RADIUS E D D OF SWING DIUS E f D -1 t OF SWING E ZW4000G ZW4000ILG ZW4000 ZW4000IL Dimensions&Weights(do not include pkg.) DIMENSIONS(approximate) MODEL A OPEN A CLOSED B C D E WEIGHT in. mm in. mm in. mm in. mm in. mm in. mm lbs kg ZW4000 10 7/8 276 10 254 6 1/4 159 2 3/4 70 3 3/16 81 3 1/2 89 19 8.6 ZW4000IL 11 1/2 292 10 1/2 267 6 1/4 159 2 3/8 60 7 1/2 191 8 3/16 208 23 10.4 ZW4000G 11 5/16 287 10 7/16 265 6 1/4 159 3 5/16 84 3 3/16 81 3 1/2 89 18 8.1 ZW4000ILG 11 1/2 292 10 1/2 267 6 1/4 159 2 3/8 60 8 3/4 222 8 3/16 208 23 10.4 ZW4000SF 10 7/8 276 10 254 6 1/4 159 2 3/4 70 3 15/16 100 3 1/2 89 19 8.6 Zurn Industries,LLC I Wilkins Rev.D 1747 Commerce Way,Paso Robles,CA U.S.A.93446 Ph.855-663-9876,Fax 805-238-5766 Date:10/15 In Canada I Zurn Industries Limited Document No.FV-ZW4000 3544 Nashua Drive,Mississauga,Ontario L4V 1 L2 Ph.905-405-8272,Fax 905-405-1292 Product No.Model ZW4000 www.zurn.com Page 1 of 5 Residual Pressure Charts For Pressure-True 2 1/2" Models: ZW4000, ZW4000G, ZW4004 &ZW4004G ANGLE BODY(ALL) ANGLE BODY(ALL) 50-200 GPM 201-300 GPM 400 N /O 400 N O • 350 P 350 P Q Q cf;-a 300 R H 300 R 'mO 250ZS 250To To `SET aNirp200 tJ 6 20o V � Vc c .1so 1so100 too �/� 50 " 50 20 40 60 80 100 120 140 160 20 40 60 80 100 120 140 160 Outlet Residual(psi) Outlet Residual(psi) ANGLE BODY(ALL) ANGLE BODY(ALL) 301-400 GPM 401-500 GPM 400 N O 400 N 0 350 350 P �, 300 Q R �, 300 O R m 250 P250 a T et zoo I Z Zr� U 200 c °� c 150 �� / 150 : 100 �� 100 �� 50 . 50 20 40 60 80 100 120 140 160 20 40 60 80 100 120 140 160 Outlet Residual(psi) Outlet Residual(psi) Choosing The Correct Settings Maximum Rated In designing a sprinkler system,a minimum of 20 psi pressure differential(the difference Inlet Pressure between the inlet static pressure and the valve outlet set static pressure)is recommended Maximum inlet pressure,to to assure a well regulated and efficient system. In choosing the correct setting for the assure a maximum outlet Pressure-Tru®valve,refer to the Residual Pressure Charts,Static Pressure Chart and the pressure of 175 psi. Inlet side following procedures: of valves can be safely tested 1. Determine the demand in gallons per minute required downstream of the valve. up to 400 PSI during system 2. Determine the standpipe residual or"flow pressure"at the valve inlet. hydrostatic leak test. 3. Locate the appropriate flow chart based on GPM required and body style. 4. Locate the inlet residual pressure on the vertical axis of the chart and draw a horizontal line Bonnet Max Inlet Pressure from this pressure across the chart. Type psi(kpa) 5. Locate the desired valve outlet residual pressure on the horizontal axis of the chart and draw N 400 (2750) a vertical line from this pressure. 0 400 (2750) 6. The curve nearest the intersection of the two lines drawn is the appropriate type for the valve. P 360 (2475) 7. To determine the static outlet pressure,locate the static chart.Determine the valve inlet Q 310 (2125) static pressure shown on the vertical axis and draw a horizontal line from that pressure to R 290 (2000) the appropriate curve determined above,then draw a vertical line down to the horizontal axis and read the static outlet pressure. S 250 (1725) T 225 (1550) U 200 (1375) Zurn Industries,LLC I Wilkins 1747 Commerce Way,Paso Robles,CA U.S.A.93446 Ph.855-663-9876,Fax 805-238-5766 In Canada I Zurn Industries Limited 3544 Nashua Drive,Mississauga,Ontario L4V 1L2 Ph.905-405-8272,Fax 905-405-1292 www.zurn.com Page 2 of 5 Residual Pressure Charts For Pressure-True 2 1/2" Models: ZW4000IL&ZW4004IL INLINE BODY(NPT) INLINE BODY(NPT) 50-100 GPM 301-400 GPM 400 400 Or— N 41, • IMIMI=IIMMIE ■■■■■N. % . ■IN■MM 350 35°3004 y 300 11111111P• E , Mill To" S ""''I//I R IHI 0 250 .0 250 I♦�I♦�1//�I�. .r EMI 200 lJ cc 200 �l♦��Ap REM P � � cc u � NI c 150 prrPO•001r0Pli 150 0 100 100 10 /0 / 50 50 / 20 40 60 80 100 120 140 160 20 40 60 80 100 120 140 160 Outlet Residual(psi) Outlet Residual(psi) INLINE BODY(NPT) INLINE BODY(NPT) 101-200 GPM 401-500 GPM 400 400 'V'O 'N#o 350 P 350 / P a300 R— a 300 61 //1/ N I v 20 / /1 250 a) //./Z N 200 /��,U 200 BTU c ! �/ 0 10 / / j 150 ///� / ,00 .4/7/�� 100 �� 50 � .....„...,.. �-'- 50 20 40 60 80 100 120 140 160 20 40 60 80 100 120 140 160 Outlet Residual(psi) Outlet Residual(psi) INLINE BODY(NPT) 400 201-300 GPM ANGLE&INLINE BODIES(ALL) �/O 400 STATIC CHART 3so // N O /PJ 350 // z 300 / R 300 o v' 250 / S n w c) 250 // / Tas Ce 20 /21 0 200 /� LJ V) �/ u 150 150 100 /./ 100 //, 27/ 0l 50 20 40 60 80 100 120 140 160 20 40 60 80 100 120 140 160 Outlet Residual(psi) Outlet Static(psi) Zurn Industries,LLC I Wilkins 1747 Commerce Way,Paso Robles,CA U.S.A.93446 Ph.855-663-9876,Fax 805-238-5766 In Canada I Zurn Industries Limited 3544 Nashua Drive,Mississauga,Ontario L4V 1 L2 Ph.905-405-8272,Fax 905-405-1292 www.zurn.com Page 3 of 5 Residual Pressure Charts For Pressure-True 2 1/2" Models: ZW4000ILG &ZW4004ILG INLINE BODY 00 (GROOVED) INLINE BODY(GROOVED) 50-1PM 301-400 GPM 400 u.......... 4 N r � , 400 N O 350 iiminimmun rei Q' 350 P 'a 300 1111111111011/1111 300 /Q a) 7 250 .......215/ 56' i v 250 /7: /`s 1200 p%o !r 200 /LJc T 150 ' ' 1 •„/00 100pro,o, 100 50 '/-' 50 20 40 60 80 100 120 140 160 20 40 60 80 100 120 140 160 Outlet Residual(psi) Outlet Residual(psi) INLINE BODY(GROOVED) INLINE BODY(GROOVED) 101-200 GPM 401-500 GPM 400 ///::/CIPL Oi--- 400 N.1 'O 350 350 a 300 R a 300 o250 /� / = 2501//41R m T H T a: a) 200 r U 200 / �j�(J /::;>V7: � 150C /7;;;;. .....„,2_,...----- 150 II i/100 / 100 -50 , 50 I 20 40 60 80 100 120 140 160 20 40 60 80 100 120 140 160 Outlet Residual(psi) Outlet Residual(psi) INLINE BODY(GROOVED) 201-300 GPM 400 ¢ P Proper performance is dependent upon licensed,quali- 35000 fled personnel performing regular,periodic testing Q ac- cording to ZURN WILKINS'specifications and prevailing 'Q ao R_ governmental&industry standards and codes and upon following these installation instructions. Failure to do so re- 6 v 250 3 leases ZURN WILKINS of any liability that it might otherwise IY 'T, have with respect to that device.Such failure could also m zoo result in an improperly functioning device. 150 100 /`. l� 50 �� // 20 40 60 80 100 120 140 160 Outlet Residual(psi) Zurn Industries,LLC I Wilkins 1747 Commerce Way,Paso Robles,CA U.S.A.93446 Ph.855-663-9876,Fax 805-238-5766 In Canada I Zurn Industries Limited 3544 Nashua Drive,Mississauga,Ontario L4V 1 L2 Ph.905-405-8272,Fax 905-405-1292 www.zurn.com Page 4 of 5 ZW4000 Series Z�!Fire Valve RNe Part Number Assistant WILKINS Check off the boxes that match the choices you want. If the choice is blank, this is standard and you add nothing to the part number. If there are letters after the check box, then you add those letters to the part number in that order from left to right. A bonnet setting has to be part of the part number since the ZW4000 series valves are factory set and not field adjustable.The flow curves Must be used by the system designer to select the correct bonnet setting. Example 2-1/2"ZW4004 Sprinkler Floor Control Valve (Factory Set) (choose one) -Angle Body -Threaded Ends -❑ SS Supervisory Switch Bonnet Setting Type El Monitor Switch No Handwheel Rough ❑-N ❑-O ❑-P Globe Body Grooved Ends Ada ter Bracket Capped Bonnet Chrome Plated n IL ❑G I✓ MSA ❑CAP I ❑CH ❑-Q ❑-R n-S —(choose one) — (choose one) — (choose one or none) J (optional) In this example the part number would be ZW4004ILMSA T ❑✓ -T ❑-U 2-1/2" ZW4000 Standpipe Hose Valve (Factory Set) (choose one) -Angle Body -Threaded Inlet -2-1/2"Hose thread Rough Bonnet Setting Type ❑ E ❑ Chrome ❑-N ❑-O ❑-P GI lobe Body Grooved Inlet 3"Hose thread w/Cap&Chain Plated riI IlL ❑G fSF [CC fCH ❑-Q ❑-R ❑-S —(choose one) —(choose one) Special Thread (optional) (optional) Specify special thread n ST ❑ -T ❑ -U —(choose one) 2-1/2" ZW4004 Sprinkler Floor Control Valve (Factory Set) (choose one) -Angle Body -Threaded Ends - ❑SS Supervisory Switch Bonnet Setting Type ❑ ❑ Monitor Switch No Handwheel Rough ❑-N ❑-O ❑-P Globe Body Grooved Ends Adapter Bracket Capped Bonnet Chrome Plated ❑IL ❑G n MSA ❑CAP n CH n-Q ❑-R n-S —(choose one) —(choose one) — (choose one or none) -I (optional) Specify if the body should be tapped and plugged for gauges. ❑-T ❑-U Qty Part number Notes Zurn Industries,LLC I Wilkins Rev.A 1747 Commerce Way,Paso Robles,CA U.S.A.93446 Ph.855-663-9876,Fax 805-238-5766 Date:7/13 In Canada I Zurn Industries Limited Document No.OF-ZW4000SERIES 3544 Nashua Drive,Mississauga,Ontario L4V 1L2 Ph.905-405-8272,Fax 905-405-1292 Www.zurn.com Page 5 of 5 NIBCO* www.nibco.com \ H d, 2 O TIHE , .O \\` Revision 8/30/2010 Butterfly Valves Indicator Post Assemblies Available as Wall Post(WP*)or Underground(GP**) Available with Internal Supervisory Switch 2" -8"(UL Listed Indoor/Outdoor)-(8N Version) Available with Grooved,Wafer or Lug Style Valves(UL Listed, Not FM Approved) F , `� t kz „r _ w i Mounting Hole Size �` jA 2"-8"-51/2"hole diameter r el y ( _ = 10" 12"-71/2'hole diameter „., \tirtiCi / at, ,;z,,.., ciii ii l' 3510-4 P ___.. �;__._ . `! __. r' ! Lug/Wafer Butterfly GD-4765-8WP Underground Post Assembly** 4 ° Grooved Butterfly (66"standard length) 4 4 Wall Post Assembly (22'standard length) -, �/, E A Y. Butterfly Post Assembly DIMENSIONS-WEIGHTS-QUANTITIES Valve A D E Approx.Net WL Size Wafer/ C Wafer/ Wafer/ F G M 22"'WP Incl.Wall Plate Grooved Lug Grooved Lug Grooved Lug Grooved Wafer Lag 2 - 2.50 6 - 5.38 - 2.88 8 A 5.31 - 50 51 21/2 2.50 2.88 6 4.21 5.88 3.24 3.25 8 S 5.31 51 52 53 3 2.93 3.13 6 4.42 6.13 3.53 3.38 8 R 5.31 53 53 54 4 3.93 4.13 6 5.30 6.88 4.34 4.00 8 E 5.31 56 56 59 5 - 5.13 6 - 7.38 - 4.75 8 0 5.31 - 59 63 6 5.89 6.13 6 7.07 8.00 5.92 5.25 8 U 5.31 - 62 68 8 7.87 8.13 9 8.00 9.25 7.86 6.50 8 R 5.31 76 74 80 10 - 10.13 18 - 10.50 - 8.00 7.5 E 7.25 - 91 104 12 - 12.13 18 - 12.00 - 9.25 7.5 D 7.25 - 108 128 *r x 9-painted steel wall plate included with wall post assembly. ® ••Ground lies to top of indicator should be at least n'. NIBCO INC.WORLD HEADQUARTERS•1516 MIDDLEBURY ST.•ELKHART,IN 46516-4740•USA•PH-1.800.234.0227 TECH SERVICES PH:1.: -.446.4226•FAX 1.::.336.4226•INTERNATIONAL OFFICE PH:+1.574.295.3327•FAX+1.574.295.3455III Nii OTTER Model/Series No. OEMER CONNECTIONS (FDC) 5870-5892 FIRE pp ROOF FIRE DEPT. OUTLET SERIES Member of Morris Group International". CONNECTIONS International". SPECIFICATIONS Cast brass body with female N.P.T. inlet and male N.P.T.outlets.Type and size of inlet and number of outlets as selected by model number. MODEL SELECTION TWO-WAY BACK INLET ❑5871 ❑5872 Li 5873 ❑5874 TWO-WAY ANGLE INLET MODEL 5872 (Shown) ❑5876 PRODUCT OPTIONS ❑5877 ❑5878 VARIATIONS ❑5879 ❑-M with male hose thread,specify thread THREE-WAY BACK INLET 1215881 ❑5882 ❑5883 ❑i 5884 THREE-WAY ANGLE INLET ❑5886 ❑5887 ❑5888 ❑5889 THREE-WAY FEMALE OUTLETS ❑5890 Li 5892 Can Potter Roemer-F"e Pre for uwroM 656nss and - POTTER ROEMER/FIRE PRO a tolerance vats.nbnenslons are without do mare Roemer- ,/r,�; FIRE EQUIPMENT /� td�noe and may change without notice.PotterRoemer- rw� s ■v/1 k�9 assocl� Headquarters: Also in: Fire Pro assumes no responsibhily for use af void or y" '-^—` P.O.Box 3527 New York(800)526-4592 superseded data.0 Copyright Potter Roemer-Fie Pro. City or Industry,CA Chicago(800)547-3473 Member of Monts Grow International..Please visit m= � -- � 91744 U.SA Manta(800)762-0542 SPE 800 Angeles Area Miami(866)641-3473 5871E-5892 SERIES Date:03/27/14 N `__._ `� 626-855-4890806� �fpo taetterroeme corn �;��POTTER CONNECTIONS FDC Model/Series "°' ROEMER ( ) 5870-5892 FIRE PRC�, CONNECTIONSROOF FIRE PT. OUTLET SERIES Member of Morris Group International" MODEL DIMENSIONS Inlet Location Back Angle Inlet Size Outlet Size A B C D E F G Model No. Model No. 5871 5876 4 2-1/2 7 5 5 7 6 5 5 5872 5877 6 2-1/2 9 7 7-1/2 10 8 7-1/2 5 5873 5878 4 3 8-1/2 7 5-3/8 9 6-1/2 4-3/4 5-1/4 5874 5879 6 3 9-1/2 8-1/2 7-1/2 10-1/4 8-1/2 7-1/2 5-1/4 ri,_ A -01 ..., *- , 4, 461),-'i i - ti ,,,, i se-- C --64 re R +a k_ F —04 Back Inlet Models Angle Inlet Models Inlet Location Back Angle Inlet Size Outlet Size A B C D E F G Model No. Model No. 5881 5886 4 2-1/2 11 9 5-1/4 8-3/4 7-1/2 5-1/4 5 5882 5887 6 2-1/2 11-3/4 9-1/2 7-1/2 11-3/4 9-1/2 7-1/2 5 5883 5888 4 3 12-3/4 8-3/4 5-1/4 12-1/4 9-3/4 7-1/2 5 5884 5889 6 3 14-3/4 9-3/4 7-1/2 11-3/4 9-3/4 7-1/2 5 ot A e( • 0 -try 41, ,.........n?,jli Li— —al .—c ;I F Back Inlet Models Angle Inlet Models Model Model No. Connection Connection No. 5890 4"Female N.P.T.Both Ends with 5892 6"Female N.P.T.Both Ends with 2-1/2"N.P.T.Outlets 2-1/2"N.P.T.Outlets le 614. 616• 1tl�1h' Iii +20d sir OW 1' _ 54i 8%4 ) ( 71i Models 5890-5892 Cat Potter Roemer-Fie Pro for art listings and - �ams�ra« s Rai EQURYEIR� POTTER ROEMER/FIRE PRO tow."and maydwmge*ibex notice.Potter Roemer- ''') 0 ASSOCIMXINHeadquarters: Also in: Fee Pro assumes no respawsbility for use avoid or ---- .` P.O.Box 3527 New York(800)526-4592 superseded data. FPro.0Copyright Potter e P MemberofMwds Grail uxmnadanal TM Please WM City of ittdttsby,CA Chicago 800)547-3473 peaenoenracuar for masra•rerxspea7roetionc E-- aratioN91744 U.SA. Atlanta(800)762-0542 C�7pC��qe! 1 SPE (3 Los Angeles Area Miami(866)961-3473 5810-5892�IES Date:03/27/14 N �' \/ Dallas(866)644-3473 -- www.poiterroemercom ti) State Pipe &Supply, Inc. THIS INFORMATION PROVIDED IS BASED ON ASTM GUIDELINES FOR WELDED PIPE SPECIFICATIONS AND ASTM REQUIREMENTS. ACTUAL PIPE AND MATERIAL TEST REPORTS PROVIDED WOULD MEET OR EXCEED THESE GUIDELINES. TEST REPORTS WOULD PROVIDE SPECIFIC AND ACTUAL DETAILS CONCERNING THE MECHANICAL AND CHEMICAL PROPERTIES OF THE ACTUAL PIPE,AS WELL AS ADDITIONAL TESTS RESULTS REQUIRED BY ASTM. SCHEDULE 40 Black and Galvanized Steel ERW Pipe Pipe Size Test Pressure Nominal O.D. I.D. Weight/Foot psi 1" 1.315 1.049 1.680 700 1-1/4" 1.660 1.380 2.270 1200 1-1/2" 1.900 1.610 2.720 1200 2" 2.375 2.067 3.660 2300 2-1/2" 2.875 2.469 5.800 2500 3" 3.500 3.068 7.580 2220 4" 4.500 4.026 10.800 1900 5" 5.563 5.047 14.630 1670 6" 6.625 6.065 18.990 1520 8" 8.625 7.981 28.580 1340 COMPOSITION AND PROPERTIES Chemical and mechanical properties requirements are as prescribed by applicable ASTM standards edition 1 January 2006. Chemical Requirements,Percent(Product) C Mn P S Other Specification Grade max max max max ASTM A53 A 0.250 0.950 0.05 0.045 - 1 Residual elements max Cu-0.40,Ni-0.40,Cr-0.40,M o-0.15 and V-.08. These live elements combined shall not exceed 1%. Mechanical Properties-Tensile Requirements Stren th-psi. Yield Tensile Specification Grade Min Max Min Max ASTM A53 A 30,000 - 48,000 - NOTE: Elongation requirements vary with nominal area of test specimen and specified minimum tensile strength of the steel grade. 9615 S.Norwalk Blvd.,Santa Fe Springs,CA 90670 .(562)695-5555 =FAX:(562)692-1054 *www.statepipe.com 41?) State Pipe &Supply, Inc. THIS INFORMATION PROVIDED IS BASED ON ASTM GUIDELINES FOR WELDED PIPE SPECIFICATIONS AND ASTM REQUIREMENTS. ACTUAL PIPE AND MATERIAL TEST REPORTS PROVIDED WOULD MEET OR EXCEED THESE GUIDELINES. TEST REPORTS WOULD PROVIDE SPECIFIC AND ACTUAL DETAILS CONCERNING THE MECHANICAL AND CHEMICAL PROPERTIES OF THE ACTUAL PIPE,AS WELL AS ADDITIONAL TESTS RESULTS REQUIRED BY ASTM. SCHEDULE 10**Black and Galvanized Steel ERW Pipe Pipe Size Test Pressure Nominal O.D. 1.D. Weight/Foot psi 1" 1.315 1.097 1.410 700 1-1/4" 1.660 1.442 1.810 1200 1-1/2" 1.900 1.682 2.090 1200 2" 2.375 2.157 2.640 2300 2-1/2" 2.875 2.635 3.530 2500 3" 3.500 3.260 4.340 1290 4" 4.500 4.260 5.620 1000 5" 5.563 5.295 7.780 1010 6" 6.625 6.357 9.300 1020 8"' 8.625 8.249 16.960 780 "8"wall thickness is 0.188,not SCH10 or 0.148"wall thickness. COMPOSITION AND PROPERTIES Chemical and mechanical properties requirements are as prescribed by applicable ASTM standards edition January 2006. Chemical Requirements,Percent(Product) C Mn P S Other Specification Grade max max max max ASTM A53 A 0.250 0.950 0.05 0.045 - 1 Residual elements max:Cu-0.40,Ni-0.40,Cr-0.40,Mo-0.15 and V-.OS. These live elements combined shall not exceed 1%. Mechanical Properties-Tensile Requirements Strength-psi. Yield Tensile Specification Grade Min Max Min Max ASTM A53 A 30,000 - 48,000 - NOTE: Elongation requirements vary with nominal area of test specimen and specified minimum tensile strength of the steel grade. 9615 S.Norwalk Blvd.,Santa Fe Springs.CA 90670 •(562)695-5555 .FAX:(562)692-1054 .www.statepipe.com 4i) State Pipe &Supply, Inc. THIS INFORMATION PROVIDED IS BASED ON ASTM GUIDELINES FOR WELDED PIPE SPECIFICATIONS AND ASTM REQUIREMENTS. ACTUAL PIPE AND MATERIAL TEST REPORTS PROVIDED WOULD MEET OR EXCEED THESE GUIDELINES. TEST REPORTS WOULD PROVIDE SPECIFIC AND ACTUAL DETAILS CONCERNING THE MECHANICAL AND CHEMICAL PROPERTIES OF THE ACTUAL PIPE,AS WELL AS ADDITIONAL TESTS RESULTS REQUIRED BY ASTM. SPS Flow Steel ERW Black Pipe Pipe Size CRR Rated Nominal O.D. I.D. Weight/Foot Unthreaded Pressure 1-1/4" 1.660 1.494 1.400 3.26 300 1-1/2" 1.900 1.710 1.830 4.01 300 2" 2.375 2.185 2.320 3.25 300 2-1/2" 2.875 2.709 2.480 1.21 300 3" 3.500 3.320 3.280 1.15 300 4" 4.500 4.298 4.750 1.14 200 COMPOSITION AND PROPERTIES Chemical and mechanical properties requirements are as prescribed by applicable ASTM standards edition January 2006. Chemical Requirements,Percent(Product) C Mn P S Other Specification Grade max max max max ASTM A135/A795 A 0.250 0.950 0.035 0.035 -i 1 Residual elements mac Cu-0.40,Ni-0.40,Cr-0.40,AID-0.15 and V-.08. These five elements combined shall not exceed 1%per ASTM A53 Grade A Specification. Mechanical Properties Tensile Requirements Strength-psi. Yield Tensile Specification Grade Min Max Min Max ASTM A135/A795 A 30,000 - 48,000 - NOTE: Elongation requirements vary with nominal area of test specimen and sp ecified minimum tensile shut Nth of the steel gam. Made in Taiwan by Yieh Phui Enterprise Co., Ltd. 9615 S.Norwalk Blvd.,Santa Fe Springs,CA 90670 •(562)695-5555 =FAX:(562)692-1054 •www.statepipe.com tqca Fire & Buildingjer Products rapid response HOME FIRE SPRINKLER SYSTEM Technical Services:Tel:(800)381-9312/Fax:(800)791-5500 BlazeMaster® CPVC Fire Sprinkler Pipe & Fittings Submittal Sheet General Technical Description Data x �_ Tyco Fire& Building Products (TFBP) Sizes s BlazeMaster CPVC Pipe and Fittings 3/4"to 3" are designed exclusively for use in wet Maximum Working Pressure pipe automatic fire sprinkler systems. They are made from a specially devel 175 psi oped thermoplastic compound com- Approvals posed of post chlorinated polyvinyl UL, FM, CUL, NSF, Dade County, chloride(CPVC)resin and state of the LPCB,MEA,and the City of Los Ange art additives. TFBP BlazeMaster les. (Refer to IH-1900, Rev. 0, Janu- CPVC products are easier to install ary 2005 "Installation Instruction & than traditional steel pipe systems, Technical Handbook" for exact list- and at the same time,provide superior ing/approval information.) . heat resistance and strength as com- Manufacture Source pared to traditional CPVC and PVC U.S.A. piping materials used in the plumbing trade. Various adapters are available Material to connect CPVC pipe to metallic pip- • Pipe:ASTM F442,SDR 13.5 ing. All female pipe thread adapters have brass inserts for durability. • Fittings: ASTM F438 (Sch. 40) and Grooved adapters connect directly to ASTM F439(Sch.80),ASTM F1970 grooved end valves and metallic pipe, r Colo with flexible grooved end couplings. Orange WARNING Tyco Fire&Building Products(TFBP) BlazeMaster CPVC Pipe and Fittings described herein must be installed and maintained in compliance with this document,as well as with the applica- ble standards of the National Fire Pro- tection Association, in addition to the standards of any other authorities hav- ing jurisdiction. Failure to do so may impair the performance of these de- vices. 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 Noveon IP Holding Corp. Page 1 of 6 JANUARY, 2006 TFP1915 Page 2 of 6 TFP1915 WATER NOMINAL AVERAGE AVERAGE WEIGHT FILLED WEIGHT FT.OF PIPE WEIGHT PER LIFT SIZE O.D. I.D. lbs./ft. lbs./ft. PER LIFT lbs. 3/4" 1.050" 0.874" 0.18 0.44 7875 1339 1" 1.315" 1.101' 0.26 0.67 5040 1320 1-1/4" 1.660" 1.394" 0.42 1.08 2835 1191 1-1/2" 1.900" 1.598" 0.54 1.41 2205 1213 2" 2.375" 2.003" 0.84 2.20 1260 1084 2-1/2" 2.875" 2.423" 1.26 3.26 1215 1531 3" 3.500" 2.952" 1.87 4.83 720 1344 FIGURE 1—PIPE DIMENSIONS Installation Care and Tyco Fire and Building Products Maintenance (TFBP) BlazeMaster CPVC Pipe and Fittings are to be installed in accord- The owner is responsible for the fin- ance with IH-1900, Rev. 0, January spection,testing, and maintenance of 2005"Installation Instruction&Techni- their fire protection system and de- cal Handbook". vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in addition to the standards of any authority having jurisdiction. The in- stalling contractor or product manufac- turer should be contacted relative to any questions. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national codes. NOTES Before closing a fire protection system control valve for inspection or mainte- nance work on the fire protection sys- tem that it controls,permission to shut down the affected fire protection sys- tem must first be obtained from the proper authorities and all personnel who may be affected by this action must be notified. After placing a fire protection system in service,notify the proper authorities and advise those responsible for moni- toring proprietary and/or central sta- tion alarms. TFP1915 Page 3 of 6 FITTING PART WEIGHT NOMINAL SIZE NOMINAL TAKE-OUT TYPE NUMBER (T/O) SCHD. (lb.) TEE 80000 3/4" 5/8" 40 0.11 T/O 80001 1" 11/16" 40 0.19 J„f- 80002 1-1/4" 7/8" 40 0.26 .�E. 80003 1-1/2" 1-1/16" 80 0.51 .���. 80004 2" 1-3/8" 80 0.90 T/O ■■ T/O 80005 2-1/2" 1-9/16" 80 1.59 80006 3" 1-13/16" 80 2.41 XxYxZ X Y Z 80132 3/4"x 3/4"x 1" 3/4" 3/4" 5/8" 40 0.14 80133 1"x 3/4"x 3/4" 9/16" 9/16" 3/4" 40 0.14 80134 1"x 3/4"x 1" 3/4" 11/16" 3/4" 40 0.17 80260 1"x 1"x 3/4" 5/8" 5/8" 13/16" 40 0.16 80135 1-1/4"x 1"x 3/4" 5/8" 5/8" 15/16" 40 0.21 80136 1-1/4"x 1"x 1" 3/4" 3/4" 15/16" 40 0.22 80137 1-1/4"x 1"x 1-1/4" 15/16" 15/16" 7/8" 40 0.26 REDUCING TEE 80261 1-1/4"x 1-1/4"x 3/4" 5/8" 5/8" 7/8" 40 0.23 80262 1-1/4"x 1-1/4"x 1" 3/4" 3/4" 7/8" 40 0.26 0..0Z 80138 1-1/4"x 1-1/4"x 1-1/2" 1" 1" 1" 80 0.43 T/O 80140 1-1/2"x 1-1/4"x 3/4" 9/16" 9/16" 1" 80 0.36 .��A 80141 1-1/2"x 1-1/4"x 1" 9/16" 9/16" 1-1/16" 80 0.38 � 80263 1-1/2"x 1-1/2"x 3/4" 9/16" 9/16" 1" 80 0.36 X..■.Y 80264 1-1/2"x 1-1/2"x 1" 9/16" 9/16" 1-1/16" 80 0.38 ���. 80275 1-1/2"x 1-1/2"x 1-1/4" 7/8" 7/8" 1" 80 0.45 I/O T/O 80265 2"x 2"x 3/4" 3/4" 3/4" 1-3/8" 80 0.61 80266 2"x 2"x 1" 7/8" 7/8" 1-3/8" 80 0.66 80274 2"x 2"x 1-1/4" 1-1/16" 1-1/16" 1-3/8" 80 0.74 80267 2"x 2"x 1-1/2" 1-1/8" 1-1/8" 1-3/8" 80 0.78 80271 2-1/2"x 2-1/2"x 1" 1-9/16" 1-9/16" 1-9/16" 80 1.43 80272 2-1/2"x 2-1/2"x 1-1/4" 1-9/16" 1-9/16" 1-9/16" 80 1.46 80273 2-1/2"x 2-1/2"x 1-1/2" 1-9/16" 1-9/16" 1-9/16" 80 1.48 80276 2-1/2"x 2-1/2"x 2" 1-9/16" 1-9/16" 1-9/16" 80 1.50 80270 3"x 3"x 1-1/2" 1-13/16" 1-13/16" 1-13/16" 80 2.28 80268 3"x 3"x 2" 1-13/16" 1-13/16" 1-3/4" 80 2.25 80269 3"x 3"x 2-1/2" 1-13/16" 1-13/16" 1-13/16" 80 2.44 CROSS&REDUCING CROSS 80009 3/4" 9/16" 40 0.13 80010 1" 11/16" 40 0.23 J..k_= I/O 80011 1-1/4" 15/16" 40 0.34 .,i=■ 80012 1-1/2" 1-1/16" 80 0.67 .111111.■ 80013 2" 1-5/16" 80 1.00 II„jr=- 80014 2-1/2" 1-9/16" 80 1.91 II T/O 80008 3" 1-13/16" 80 2.89 T/O ■■ T/O 80015 1"x 1"x 3/4"x 3/4" 7/8" 40 0.28 80025 3/4" 5/8" 40 0.09 90°ELBOW& REDUCING ELBOW 80026 1" 3/4" 40 0.14 80027 1-1/4" 7/8" 40 0.21 X 80028 1-1/2" 1-1/16" 80 0.40 /.,/ T/0 80029 2" 1-5/16" 80 0.79 I 80030 2-1/2" 1-9/16" 80 1.14 MIMI v� Y 80031 3" 1-13/16" 80 1.82 X x Y X Y T/O 80032 1"x3/4" 11/16" 13/16" 40 0.16 FIGURE 2-FITTING DIMENSIONS(Part 1 of 4) Page 4 of 6 TFP1915 FITTING PART NOMINAL SIZE NOMINAL TAKE-OUT WEIGHT TYPE NUMBER (T/O) SCHD. (lb.) 45°ELBOW 80050 3/4" 3/8" 40 0.08 T/O 80051 1" 3/8" 40 0.11 #4.r.. .1, 80052 1-1/4" 3/4" 40 0.20 80053 1-1/2" 1/2" 80 0.31 T/O i • 80054 2" 3/4" 80 0.56 �4�i4• 80055 2-1/2" 13/16" 80 0.89 80056 3" 1" 80 1.19 80075 3/4" 1/8" 40 0.07 COUPLING& 80076 1" 1/8" 40 0.11 REDUCING COUPLING 80077 1-1/4" 3/16" 40 0.12 ''e'' 80078 1-1/2" 3/16" 80 0.25 80079 2" 3/16" 80 0.38 -rr rrr 80080 2-1/2" 1/4" 80 0.67 --T/O 80081 3" 3/16" 80 0.91 80220 1"x 3/4" 1/8" 40 0.08 80200 1"x 3/4" 7/16" 40 0.04 80201 1-1/4"x 3/4" 1/2" 40 0.11 80202 1-1/4"x 1" 5/16" 40 0.12 80203 1-1/2"x 3/4" 5/8" 80 0.16 80204 1-1/2"x 1" 1/2" 80 0.14 REDUCER BUSHING 80205 1-1/2"x 1-1/4" 3/8" 80 0.17 80206 2"x 3/4" 13/16" 80 0.27 `/ i 80207 2"x 1" 11/16" 80 0.26 80208 2"x 1-1/4" 9/16" 80 0.24 T /,L 80209 2"x 1-1/2" 7/16" 80 0.19 -I T/O 80215 2-1/2"x 1" 15/16" 80 0.42 80214 2-1/2"x 1-1/4" 13/16" 80 0.45 80213 2-1/2"x 1-1/2" 11/16" 80 0.46 80211 2-1/2"x 2" 5/8" 80 0.29 80210 3"x 2" 3/4" 80 0.72 80212 3"x 2-1/2" 1/2" 80 0.47 CAP 80100 3/4" 5/16" 40 0.04 80101 1" 3/8" 40 0.06 80102 1-1/4" 7/16" 40 0.10 80103 1-1/2" 11/16" 80 0.20 80104 2" 5/8" 80 0.31 T/O-i 80105 2-1/2" 7/8" 80 0.58 80106 3" 1" 80 0.88 GROOVED T/O PIPE O.D. COUPLING ADAPTER 80160 1-1/4"x 1-1/4"Groove 2-5/16" 1-1/4"(1.660") 40 0.78 80161 1-1/2"x 1-1/2"Groove 2-5/16" 1-1/2"(1.900") 80 0.95 PIPE O.D. 80162 2"x 2"Groove 2-5/16" 2"(2.375") 80 1.42 80163 2-1/2"x 2-1/2"Groove 2-5/16" 2-1/2"(2.875") 80 2.28 80164 3"x 3"Groove 2-1/4" 3"(3.500") 80 3.00 T/O-I 80169 2-1/2"x 76,1 mm Groove 2-5/16" 76,1 mm(3.000") 80 2.28 FIGURE 2-FITTING DIMENSIONS(Part 2 of 4) TFP1915 Page 5 of 6 FITTING PART NOMINAL SIZE NOMINAL TAKE-OUT SCHD. WEIGHT TYPE NUMBER (T/O) (lb.) SPRINKLER HEAD ADAPTER 80175E 3/4"x 1/2"NPT 7/16" 80 0.20 80176E 1"x 1/2"NPT 7/16" 80 0.22 80175WL 3/4"x 1/2"NPT 7/16" 40 0.16 80179 1"x 3/4"NPT 13/16" 40 0.43 - T/O SPRINKLER HEAD ADAPTER I,' 80175W 3/4"x 1/2"NPT 1/2" 40 0.19 80176W 1"x 1/2"NPT 1/2" 40 0.18 - T/O SPRINKLER HEAD ADAPTER(SPIGOT) T., _ 80177E 3/4"x 1/2"NPT 1/2" 40 0.16 80178 1"x 1/2"NPT 9/16" 40 0.20 -c-L- }i 80180 1"x 3/4"NPT 7/8" 40 0.40 -I T/O FEMALE ADAPTER ,,,,c 80142 3/4"x3/4"NPT 13/16" 40 0.41 80145 80146 1'x 1"NPT 7/8' 40 0.63 1-1/4"x 1-1/4"NPT 1-1/8" 40 1.03 80147 1-1/2"x 1-1/2"NPT 1 3/8" 80 1.42 80148 2"x 2"NPT 1-11/16" 80 2.66 MALE ADAPTER ,iiii _ 80157 3/4"x 3/4"NPT 1-5/16" 40 0.33 80158 1'x 1"NPT 1-3/8" 40 0.56 PT/O-1 XxYxZ X Y Z SPRINKLER HEAD ADAPTER TEE 80250 3/4"x 3/4"x 1/2"NPT 9/16" 9/16" 1" 40 0.22 Z 80251 1"x 1"x 1/2"NPT 11/16" 11/16" 1-3/16" 40 0.29 ;_=`� T/O 80249 1"x 1"x 1"NPT 15/16" 15/16" 1-9/16" 40 0.73 Ik- a "1; -- 80256 1-1/4"x 1"x 1/2"NPT 7/16" 9/16" 1-5/16" 40 0.30 -'.- 80252 1-1/4"x 1-1/4"x 1/2"NPT 7/16" 7/16" 1-5/16" 40 0.31 X =ME=Y 80257 1-1/2"x 1-1/4"x 1/2"NPT 1/2" 11/16" 1-7/16" 80 0.43 mr• Afr/KW/I, 80254 1-1/2"x 1-1/2"x 1/2"NPT 1/2" 1/2" 1-7/16" 80 0.46 T/O •• T/O 80258 2"x 1-1/2"x 1/2"NPT 1/2" 5/8" 1-11/16" 80 0.56 80253 2"x 2"x 1/2"NPT 1/2" 1/2" 1-11/16" 80 0.62 FIGURE 2—FITTING DIMENSIONS(Part 3 of 4) Page 6 of 6 TFP1915 FITTING PART NOMINAL SIZE NOMINAL TAKE-OUT WEIGHT TYPE NUMBER (I/O) SCHD. (lb.) BACK-TO-BACK TEE X x Y x Z X Y,Z X T/O I Y 80459 1"x 1/2"NPT x 1/2"NPT 5/8" 1-5/16" 40 0.48 Z} 80460 1"x 1/2"NPT x 1/2"NPT 5/8" 1-3/16" 40 0.46 T/O T/O BACK-TO-BACK CROSS X x Y x Z x W X,Y Z,W X III— T/O IIIIII ui m =11111I 11111=MR.111111 w 80462 1"x 1"x 1/2"NPTx 1/2"NPT 5/8" 1-3/16" 40 0.46 80463 1"x 1"x 1/2"NPTx 1/2"NPT 5/8" 1-5/16" 40 0.47 T/O Out T/O T/O SPRINKLER HEAD X x Y X Y ADAPTER 90°ELBOW Y ;=miI T/O e ` � 80199 3/4"x 1/2"NPT 9/16" 1" 40 0.20 /• 80198 1"x 1/2"NPT 3/4" 1-1/4" 40 0.26 ��i�'-x 80196 1"x 3/4"NPT 1-1/16" 1-7/16" 40 0.26 T/O FIGURE 2—FITTING DIMENSIONS(Part 4 of 4) Limited by TFBP to be defective shall be either of merchantability and fitness for a par- repaired or replaced, at TFBP's sole ocular purpose. option. TFBP neither assumes, nor Warranty This limited warranty sets forth the ex- authorizes any person to assume for it, clusive remedy for claims based on any other obligation in connection with failure of or defect in products,materi- Products manufactured by Tyco Fire& the sale of products or parts of prod- Building Products (TFBP) are war- ucts.TFBP shall not be responsible for als or components, whether the claim ranted solely to the original Buyer for sprinkler system design errors or inac is made in contract, tort, strict liability ten(10)years against defects in mate- curate or incomplete information sup or any other legal theory. rial and workmanship when paid for plied by Buyer or Buyer's repre- This warranty will apply to the full ex- and properly installed and maintained sentatives. tent permitted by law.The invalidity,in under normal use and service. This whole or part, of any portion of this warranty will expire ten (10) years In no event shall TFBP be liable, in warranty will not affect the remainder. from date of shipment by TFBP. No contract, tort, strict liability or under warranty is given for products or corn- any other legal theory, for incidental, ponents manufactured by companies indirect,special or consequential dam- not affiliated by ownership with TFBP ages,including but not limited to labor or for products and components which charges, regardless of whether TFBP have been subject to misuse,improper was informed about the possibility of installation, corrosion, or which have such damages, and in no event shall not been installed, maintained, modi- TFBP's liability exceed an amount fied or repaired in accordance with ap- equal to the sales price. plicable Standards of the National Fire The foregoing warranty is made in lien Protection Association, and/or the of any and all other warranties. ex- standards of any other Authorities press or implied including warranties Having Jurisdiction. Materials found TYCO FIRE&BUILDING PRODUCTS,451 North Cannon Avenue,Lansdale,Pennsylvania 19446 GROOVED FITTINGS STAR®PIPEPRODUCTS V L 1 LISTED LISTED APPROVED For fire protection services request submittal GRS 1.3 "S"Series products are specifically designed for use in fire protection applications where economy is a factor.All products are UL &ULC listed as well as factory mutual approved.Maximum working pressure for these products is 300psi. AI 6,4 a w n FIRE PROTECTION FITTINGS SK-1 GROOVED CAP SE-1 90° ELBOW SE-2 45° ELBOW ST-1 TEE NOMINAL END APPROX. NOMINAL CENTER APPROX. CENTER APPROX. CENTER APPROX. SIZE to WEIGHT SIZE to WEIGHT to WEIGHT to WEIGHT IN. END EACH IN. END EACH END EACH END EACH IN. Lbs. IN, Lbs. IN, Lbs. IN, Lbs. 11/4 0.87 0.32 2 2.75 1.50 2.00 1.29 2.75 2.27 11/2 0.87 0.39 2 1/2 3.00 2.14 2.25 2.00 3.00 3.30 2 1.00 0.54 3 3.38 3.60 2.50 3.06 3.38 5.04 21/2 1.00 0.75 4 4.00 5.78 3.00 4.89 4.00 7.86 3 1.00 1.23 6 5.50 11.78 3.50 9.95 5.50 19.05 4 1.06 1.95 8 6.81 21.10 4.25 15.40 6.94 33.30 6 1.06 4.58 Fittings are cast steel per ASTM A 958 or ductile iron per ASTM A536. 8 1.19 8.98 SE-5 GROOVE X THREAD REDUCING 90 ELBOW NOMINAL O.D. Thread A B Weight Size IN. (IN) (NPT) (IN) (IN) (lbs.) 1 Y=x'% 1.900 '/:-14 1.75 1.38 0.63 1%x% 1.900 3/4-14 1.88 1.38 0.70 1%x 1 1.900 1-11.5 2.03 1.50 0.80 2x% 2.375 Y:-14 1.75 1.63 0.84 2 x'/. 2.375 %-14 1.88 1.63 0.9311.1111111iiii-%2 x 1 2.375 1-11.5 2.03 1.75 1.04 0.D.2'/:x'h 2.875 �%-14 1.75 1.81 1.18 .!IB 2%z x'/ 2.875 3-14 1.88 1.81 1.30 li'n'I 2%x 1 2.875 1-11.5 2.03 1.94 1.50 NPT A SE-9 DRAIN ELBOW DIMENSION-WEIGHTS NOMINAL O.D. Thread C-E A Approx. Size Weight IN. (IN) (NPT) (IN) (IN) (lbs.) •. 2 2.375 1-11.5 2.75 2.16 1.70 2.5 2.875 1-11.5 3.00 2.16 2.45 3 3.500 1-11.5 3.38 2.16 3.50 s 4 4.500 1-11.5 4.00 2.25 5.25 ,' 6 6.625 1-11.5 5.50 2.25 14.00 Page 8 GROOVED FITTINGS STAR®PIPEPRODUCTSAtlJ L LISTED LISTED APPROVED For fire protection services request submittal GRS 1.3 i 4. in �' + Ill 1.11111k 'v t, t f'-` to t. E-1 90° I E-2 45° ELBOW I E-3 22 1/2° I E-4 11 1/4° I E-9 DRAIN ELBOW ELBOW(sw) ELBOW(sw) ELBOW(sw) NOMINAL CENTER APPROX. CENTER APPROX. CENTER APPROX. CENTER APPROX. CENTER APPROX. SIZE to WEIGHT to WEIGHT to WEIGHT to WEIGHT to WEIGHT II( END EACH END EACH END EACH END EACH END EACH IN Lbs. IN Lbs..:, it( Lbs.: IN Lbs. IN Lbs 11/4 2.75 1.1 1.75 0.8 1.75 0.8 1.37 0.5 2.75 1.2 11/2 2.75 1.2 1.75 0.9 1.75 1.0 1.37 0.7 2.75 1.8 2 3.25 2.0 2.00 1.5 2.00 1.6 1.37 0.9 3.25 2.3 21/2 3.75 2.9 2.25 2.2 2.00 2.1 1.50 1.5 3.75 3.0 3 0.D. 3.75 3.1 2.25 1.9 N/A N/A N/A N/A N/A N/A 3 4.25 4.3 2.50 3.2 2.25 3.1 1.50 2.0 4.25 3.6 4 5.00 8.7 3.00 5.7 2.87 5.4 1.75 3.3 5.00 3.7 5 5.50 11.9 3.25 8.2 2.88 7.8 2.00 5.0 5.50 4.3 6 6.50 18.2 3.50 11.0 3.12 8.3 2.00 6.5 6.50 10.7 6.50.D. 6.50 15.0 3.50 11.2 N/A N/A N/A N/A N/A N/A SW=Segmentaly Welded Steel 8 7.75 32.2 4.25 20.4 3.87 17.9 2.00 10.0 7.75 20.8 *Forge Steel 10 9.00 49.0 4.75 31.5 4.75 30.0 2.12 14.5 9.00 29.0 Drain elbow has a standard 1" 12 10.00 70.0 5.25 44.1 4.87 40.4 2.25 18.7 10.00 33.0 Female NPT outlet Drain elbow is SCH 10 steel pipe rtoE -- CloE - E2vE - E1cE E Ot E +- -. -- - I w 0 t *150 lb.steel flanged 1 1/4"-12" 14"-24" T-1 TEE F-2 FLANGE NIPPLE(sw) K-1 GROOVED CAP NOMINAL CENTER APPROX. NOMINAL END APPROX. NOMINAL ACTUAL END APPROX. SIZE to WEIGHT SIZE to WEIGHT SIZE PIPE to WEIGHT IN. END EACH IN. END EACH IN. SIZE END EACH IN. . Lbs.__ IN, Lbs. IN IN Lbs. 11/4 2.75 1.7 11/4 4.00 2.8 11/4 1.660 1.00 0.40 11/2 2.75 1.8 11/2 4.00 3.2 11/2 1.900 1.00 0.51 2 3.25 2.9 2 4.00 5.2 2 2.375 1.00 0.68 21/2 3.75 4.6 21/2 4.00 8.0 21/2 2.875 1.00 0.99 3 O.D. 3.75 4.3 3 4.00 10.2 3 O.D. 3.000 1.00 0.94 3 4.25 6.9 4 6.00 17.2 3 3.500 1.00 1.54 4 5.00 10.9 5 6.00 21 A 4 4.500 1.06 2.72 5 5.50 17.8 6 6.00 26.0 5 5.563 1.06 4.43 6 6.50 25.0 8 6.00 38.4 6 6.625 1.06 6.64 6.5 0.D. 6.50 24.5 10 8.00 65.0 6.5 0.D. 6.500 1.00 5.50 8 7.75 42.1 12 8.00 91.0 8 8.625 1.19 11.28 10 9.00 69.0 10 10.750 1.25 21.00 12 10.00 91.0 12 12.750 1.25 35.50 SW=Segmentaly welded steel *Forged steel Page 9 GROOVED FITTINGS STAR®PIPEPRODUCTS0i4.) U L i LISTED LISTED APPROVED For fire protection services request submittal GRS 1.3 clrc -- rIaE _ T-2 REDUCING TEE (sw) NOMINAL CENTER APPROX. NOMINAL CENTER APPROX. NOMINAL CENTER APPROX. t SIZE to WEIGHT SIZE to WEIGHT SIZE to WEIGHT IN. END EACH IN. END EACH IN. END EACH W IN. Lbs. IN. Lbs IN. r LbsP. . .i 1 1/4 x 1 1/4 x 1 2.75 1.1 4 x 4 x 2 5.00 10.1 8x8x21/2 7.75 36.4 u 1 11/2x11/2x1 2.75 1.8 4 x 4 x 2 1/2(d) 5.00 10.3 8x8x3 7.75 36.5 11/2x11/2x11/4 3.25 2.0 4x4x3(d) 5.00 10.2 8x8x4(d) 7.75 43.5 2x2x1(d) 3.25 2.2 5x5x1 5.50 14.0 8x8x5 7.75 36.8 2x2x11/4 3.25 2.6 5x5x11/4 5.50 14.1 8 x 8 x 6(d) 7.75 42.5 2x2x11/2 3.25 2.7 5x5x11/2 5.50 14.3 10x10x2 9.00 57.1 21/2x21/2x1 3.75 4.1 5x5x2 5.50 14.5 10x10x21/2 9.00 57.3 2 1/2 x 2 1/2 x 1 1/4 3.75 4.2 5x5x21/2 5.50 14.8 10x10x3 9.00 57A 21/2x21/2x11/2 3.75 4.2 5x5x3 5.50 152 10x10x4 9.00 57.6 2 1/2 x 2 1/2 x 2(d) 3.75 7.5 5 x 5 x 4 5.50 15.8 10x10x5 9.00 57.8 3x3x1 4.25 5.1 6x6x11/4 6.50 26.0 10x10x6 9.00 58.0 3x3x11/4 4.25 5.2 6x6x11/2 6.50 26.2 10x10x8 9.00 58.4 3x3x11/2 4.25 5.3 6x6x2(d) 6.50 22.7 12 x 12 x 3 10.00 80.2 3x3x2 425 5.5 6x6x21/2(d) 6.50 22.6 12 x 12 x 4 10.00 80.5 3x3x21/2(d) 4.25 8.5 6x6x3(d) 6.50 24.2 12x12x5 10.00 80.7 4x4x1 3.75 6.7 6 x 6 x 4(d) 6.50 23.6 12 x 12 x 6 10.00 80.9 SW=Segmentaly welded 4 x 4 x 1 1/4 5.00 9.8 6 x 6 x 5(d) 6.50 25.6 12 x 12 x 8 10.00 91.4 steel (d)=Ductile iron 4x4x11/2 5.00 9.9 8x8x2 7.75 36.2 12 x 12 x 10(d) 10.00 101.6 T-3 REDUCING TEE/THD (sW) C TOE E C - NOMINAL CENTER APPROX. NOMINAL CENTER APPROX. NOMINAL CENTER APPROX. SIZE to WEIGHT SIZE to WEIGHT SIZE to WEIGHT IN. END EACH IN. END EACH IN. END EACH IN. Lbs. IN. Lbs.- IN. -- Lbs. 11/4x11/4x1 2.75 1.1 4x4x2 5.00 10.1 8x8x3 7.75 36.5 11/2x11/2x1 2.75 1.8 4x4x21/2 5.00 10.3 8x8x4 7.75 36.6 W 2 1 1/2 x 1 1/2 x 1 1/4 3.25 2.0 4x4x3 5.00 10.5 8x8x5 7.75 36.8 ty 2x2x3/4(d) 3.25 2.5 5x5x1 5.50 14.0 8x8x6 7.75 37.0 1 2x2x1(d) 3.25 2.5 5x5x11/4 5.50 14.1 10x10x2 9.00 57.1 2x2x11/4 3.25 2.6 5x5x11/2 5.50 14.3 10x10x21/2 9.00 57.3 2x2x11/2 3.25 2.7 5x5x2 5.50 14.5 10x10x3 9.00 57.4 21/2x21/2x1 3.75 4.1 5x5x21/2 5.50 14.8 10x10x4 9.00 57.6 2 1/2 x 2 1/2 x 1 1/4 3.75 4.2 5x5x3 5.50 15.2 10x10x5 9.00 57.8 21/2x212x11/2 3.75 4.2 5 x 5 x 4 5.50 15.8 10x10x6 9.00 58.0 21/2x21/2x2 3.75 4.3 6x6x11/4 6.50 26.0 10x10x8 9.00 58.4 3x3x1(d) 4.25 6.6 6x6x11/2 6.50 26.2 12x12x3 10.00 80.2 3x3x11/4 4.25 5.2 6x6x2 6.50 26.3 12x12x4 10.00 80.5 3x3x11/2 4.25 5.3 6x6x21/2 6.50 26.5 12x12x5 10.00 80.7 3x3x2 4.25 5.5 6x6x3 6.50 26.5 12x12x6 10.00 80.9 3x3x21/2 4.25 5.8 6x6x4 6.50 26.6 12x12x8 10.00 91.4 4x4x1(d) 3.75 10.0 6x6x5 6.50 27.0 12x12x10 10.00 91.8 SW=Segmentaly welded 4x4x1 1/4 5.00 9.8 8x8x2 7.75 36.2 - steel 4x4x11/2 5.00 9.9 8x8x21/2 7.75 36.4 (d)=Ductile iron Page 10 GROOVED FITTINGS STAR®PIPEPRODUCTS Co U L LISTED LISTED APPROVED For fire protection services request submittal GRS 1.3 - EWE - EIDE - R-1 CONCENTRIC REDUCER(sw) R-2 ECCENTRIC REDUCER(sw) NOMINAL END APPROX. NOMINAL END APPROX. NOMINAL END APPROX. NOMINAL END APPROX. SIZE to WEIGHT SIZE 10 WEIGHT SIZE to WEIGHT SIZE to WEIGHT IN. END EACH IN. END EACH IN. END EACH IN. END EACH IN, Lbs., ;._ IN, Lbs. IN. ,.,;, Lbs.- ,_., IN. r Lbs. 1 1/4x1 9.91 0.60 5x2 1/2 3.50 4.5 1 1/4x1 8S0 0.80 5x21/2 11.00 7.8 1 1/2x1 3.31 0.73 5x3 350 4.4 1 1/2x1 9.00 0.90 5x3 11.00 9.0 112x11/4 3.31 0.73 5x4 3.50 4.5 112x11/4 9.00 1.0 5x4 11.00 11.0 2x1(d) 3.31 00.31.69 6x2(d) 4.00 5.023 2x1 9.00 1.2 6x2 11.50 15.0 2x1 1/4(d) 3.31 0.85 6x2 1/2 4.00 6.0 2x1 1/4 9.00 1.3 6x2 1/2 11.50 15.3 339 2x1 1/2(d) 3.31 0.83 6x3(d) 4.00 4.6 2x1 1/2 9.00 1.4 6x3 11.50 16.0 0.39 2 1/2x1 3.31 0.81 6x4(d) 4.00 6.2 2 1/2x1 9.00 1.7 6x4(d) 11.50 13.6 28 212x11/4 3.31 0.92 6x5 4.00 5.8 2 1/2x1 1/4 9.50 1.7 6x5 11.50 16.5 212x112 3.31 0.92 8x2 5.00 12.2 212x112 9.50 1.8 8x2 12.00 21.5 2 1/2x2 3.31 0.92 8x2 1/2 5.00 12.1 2 1/2x2 9.50 2.0 8x2 1/2 12.00 215 3x1 3.31 1.2 8x3(d) 5.00 10.0 3x1 9.50 2.0 8x3 12.00 21.5 3x1 1/4 3.31 1.2 8x4(d) 5.00 9.5 3x1 1/4 9.50 2.1 8x4 12.00 21.5 43 3x1 1/2 3.31 1.2 8x5 5.00 11.3 3x1 1/2 9.50 2.2 8x5 12.00 22.5 3x2(d) 3.31 1.4 8x6(d) 5.00 11.7 3x2 9S0 2.3 8x6 12.00 23.5 0.64 3x2 1/2(d) 3.31 1.5 10x4 6.00 21.9 3x212 9.50 4.0 10x4 13.00 95.0 4x1 3.38 2.2 10x5 6.00 216 4x1 10.00 4.9 10x5 13.00 36.5 4x1 1/4 3.38 2.2 10x6 6.00 21.1 4x1 1/4 10.00 4.9 10x6 13.00 37.0 4x1 12(d) 3.38 2.7 10x8 6.00 19.5 4x1 12 10.00 4.9 10x8 13.00 45.0 4x2(d) 3.38 275 12x4 7.00 28.0 4x2 10.00 3.1 12x4 14.00 47.0 4)212(d) 3.38 2.6 12x5 7.00 29.0 4x21/2 10.00 3.4 12x5 14.00 48.0 a 4x3(d) 3.00 2.5 12x6 7.00 30.0 4x3(d) 10.00 9.0 12x6 14.00 49.0 5x112 3.50 4.6 12x8 7.00 28.0 5x1 1/2 11.00 7.5 12x8 14.00 51.0 5x2 3.50 4.6 12x10 7.00 33.0 5x2 11.00 7.5 12x10 14.00 53.0 SW=Segmentaly welded steel SW=Segmentaly welded steel (d)=Ductile iron (d)=Ductile iron R-3 CONCENTRIC REDUCER/THD(sw) NOMINAL END APPROX. NOMINAL END APPROX. SIZE to WEIGHT SIZE to WEIGHT IN. END EACH IN. END EACH .ft. E to E - IN ,, Lbs. IN, Lbs. ,. 1 1/2x1 3.31 0.73 3x2 1/2 3.31 1.2 2x1(d) 3.31 0.61 4x1 3.38 2.2 o2. 2x11/4 3.31 0.81 4x11/2 3.38 2.3 2x1 1/2 3.31 0.81 4x2 3.38 2.3 2 1/2x1 3.31 0.81 4x2 1/2 3.38 2.3 21/2x11/4 3.31 0.92 4x3 3.38 2.6 212x112 3.31 0.92 5x4 3.50 4.5 212x2 3.31 0.92 6x1 3.50 5.9 3x1 3.31 1.2 6x2 3.50 6.0 3x11/2 3.31 1.2 6x3 3.50 6.0 es 3x2(d) 3.31 1.4 6x4 3.50 5.9 O.e Page 11 GROOVED FITTINGS/ STAR®PIPEPRODUCTS MECHANICAL TEES 0 uL 4z, LISTED LISTED APPROVED For fire protection services request submittal GRS 1.3 j I ; 4-Yv`_v./!t IT i CtoE N-1 N-2 N-3 N-4 GxMPT GxB GxG GxH N-1 N-2 N-3 N-4 ADAPTER NIPPLES HOSE NIPPLE eluE NOMINAL END APPROX. NOMINAL END APPROX. SIZE to WEIGHT SIZE to WEIGHT t IN. END EACH IN. END EACH IN, Lbs. IN, Lbs. X-1 1 3.00 0.40 1 3.25 0.40 CROSS(SW) 11/4 4.00 0.80 11/4 3.62 0.70 NOMINAL END APPROX. SIZE to WEIGHT 1 1/2 4.00 0.90 1 1/4 4.00 0.80 IN. END EACH IN, Lbs. 2 4.00 1.20 2 4.62 1.3 1 1/4 3.75 2.0 21/2 4.00 1.90 21/2 5.50 2.1 1 1/2 3.75 2.2 3 4.00 2.50 3 6.00 3.3 2 3.75 3.0 4 6.00 5.50 4 7.25 5.5 2 1/2 3.75 5.0 5 6.00 7.40 5 9.75 8.1 3 4.25 7.1 6 6.00 9.50 6 11.00 13.2 4 5.00 11.9 8 6.00 14.20 8 12.50 24.0 5 5.25 17.1 10 8.00 27.00 10 14.00 29.00 6 6.50 27.5 12 8.00 33.00 12 16.00 46.00 8 7.75 47.0 SW=Segmentaly welded steel 10 9.00 68.0 (d)=Ductile iron 12 10.00 107.0 Model MT-3&MT-9 Mechanical tee serves the same function as MT-1&MT-8 but uses a steel electro plated u-bolt to save space and for easier installation in tight places. It is ideal for direct connections with sprinkler heads and drop nipples. HOUSING: Ductile iron ASTM A536 grade 65-45-12. C E COATING: Zinc electroplated U-BOLT: Carbon steel SAE grade 2,zinc plated. NUT: Carbon steel ASTM A194,zinc plated. r GASKET: EPDM(-30...F to+230...F) ;may' Mil l 1■1 1011 THREADS: MT-3 NPT per ANSI/ASME B1.20.1f�� MT-9 British standard parallel(BSP)per BS21 / �% ` _ B A MT-3 & MT-9 MECANICAL TEES ,4�� ))r i NOMINAL MAX. HOLE DIMENSIONS-Inch/. APAROK. SIZE WORKING S1ZE IN P.S.I./ IN. A 8 C 0 E EEACH7 \ * D Lim .� 1 1/4 x 1/2 300 1.19 2.14 1.64 3.50 121 2.25 0.8 0.83 i v 1 1/4 x 3/4 300 1.19 2.14 1.64 3.50 1.21 2.25 0.87 1 1 1/4 x 1 300 1.19 2.27 1.61 9.50 1.21 2.25 1.06 11/251/2 300 1.19 2.26 1.76 3.50 1.33 2.25 0.83 1 1/2 x 3/4 300 1.19 2.26 1.76 3.50 1.33 225 0.87 >.;.. 1 1/2 x 1 300 1.19 2.39 1.73 3.50 1.33 2.25 1.06 2 x 1/2 300 1.19 2.51 2.01 3.75 1.56 2.25 0.87 2 x 3/4 300 1.19 2.51 2.01 3.75 1.56 2.25 0.94 r 2 x 1 300 1.19 2.64 1.98 3.75 1.56 225 1.09 21/2x1/2 300 1.19 2.76 2.26 4.25 1.81 225 0.89 w�low. 21/2 x 3/4 300 1.19 2.76 2.26 4.25 1.81 2.25 0.98 21/2 01 300 1.19 2.88 222 425 1.81 2.25 1.14 30.0.x1/2 300 1.19 2.82 2.92 4.25 1.88 2.25 0.89 30.D.x3/4 300 1.19 2.82 2.32 4.25 1.88 2.25 0.98 30.12x1 300 1.19 2.95 2.29 4.25 1.88 2.25 1.14 Page 12 GROOVED ROOVED COUPLINGS V L OD LISTED LISTED APPROVED For fire protection services request submittal GRS 1.3 The C-4 rigid coupling is designed for rigid piping applications.Cast in place teeth bite into the pipe/fitting shoulder to 0 I firmly restrict movement. C-4 RIGID COUPLING NOMINAL ACTUAL ULorFMMAX. MAX. ALLOW, NUTS/BOLTS DIMENSIONS-Inch/; APPROX. SIZE PIPE WORKING END PIPE END (INCH) WEIGHT IN. SIZE P.S.I./• LOAD SEP. QTY. SIZE A B C EACH IN Lbs. IN. Lbs. 1 1/4 1.660 300 1623 0-0.06 2 3/8x2 4.20 2.55 1.70 1.48 1 1/2 1.900 300 2126 0-0.06 2 3/8x2 4.44 2.81 1.70 1.66 2 2.375 300 3323 0-0.06 2 3/8x2 1/4 4.88 3.28 1.76 1.85 2 1/2 2.875 300 4869 0-0.06 2 3/8x2 1/2 5.53 3.78 1.76 2.11 3 O.D. 3.000 300 5301 0-0.06 2 3/8x21/2 5.93 4.00 1.76 2.21 3 3.500 300 7216 0-0.12 2 3/8x2 1/2 6.38 4.40 1.76 2.41 4 4.500 300 11928 0-0.12 2 3/8x2 1/2 7.68 5.59 1.98 3.17 5 5.563 300 17014 0-0.12 2 1/2x3 9.06 6.93 2.06 4.50 6 6.625 300 24130 0-0.12 2 1/2x3 10.75 7.87 1.98 5.84 6.5 O.D. 6.500 300 23228 0-0.12 2 1/2x3 10.25 7.99 2.06 5.82 8 8.625 300 35056 0-0.12 2 5/8x3 1/2 13.44 10.21 2.22 10.82 10 10.750 300 45381 0-0.12 2 7/8x5 16.70 12.88 2.62 21.50 12 12.750 300 51071 0-0.12 2 7/8x51/2 18.50 14.89 2.62 27.36 1.Working pressure and/or end load are total allowable,based on standard weight steel pipe,roll or cut grooved. 2.One time field test pressure may be increased to 1.5 times the figures listed above. 3.Working pressures on other pipe schedules may be found on page 54. "Contact Star Pipe Products for actual listings on specific pipes The C-3 coupling is a flexible light weight style which i , ' . , is ideal for fire protection services and other services where low pressure and ambient temperature conditions are expected. C-3 LW FLEXIBLE COUPLING NOMINAL ACTUAL ULorFMMAX. MAX. ALLOW. NUTS/BOLTS DEFLECTION DIMENSIONS-Inch/ : APPROX. SIZE PIPE WORKING END PIPE END (INCH) DEG. PER PIPE WEIGHT IN. SIZE P.S,I./• LOAD SEP. QTY. SIZE COUPLING IN./FT. A B C EACH IN. Lbs. IN. Lbs. 1 1/4 1.660 300 649 0-0.13 2 3/8x2 4°-19' 0.90 3.82 2.53 1.65 1.16 1 1/2 1.900 300 851 0-0.13 2 3/8x2 3°-46' 0.79 4.06 2.78 1.65 1.16 2 2.375 300 1329 0-0.13 2 3/8x2 1/4 3°-01' 0.63 4.78 3.25 1.71 1.59 2 1/2 2.875 300 1948 0-0.13 2 3/8x2 1/4 2°-29' 0.52 5.29 3.75 1.71 1.82 3 3.500 300 2886 0-0.13 2 3/8x2 1/2 2°-03' 0.43 5.94 4.39 1.71 2.23 4 4.500 300 4771 0.0.25 2 1/2x2 3/4 3°-11' 0.67 7.68 5.81 2.06 4.42 6 6.625 300 10342 0-0.25 2 5/8x3 1/4 2°-10' 0.45 10.75 8.09 2.06 7.00 8 8.625 300 17528 0-0.25 2 3/4x4 1/4 1°-40' 0.35 13.44 10.43 2.06 13.00 *Contact Star Pipe Products for actual listings on specific pipes Page 5 GROOVED COUPLINGS STAR®PIPEPRODUCTS ® yL i LISTED LISTED APPROVED For fire protection services request submittal GRS 1.3 The model C-1 is our standard coupling designed for a broad range of piping applications.It is a flexible style which provides allowance for controlled pipe movement caused by thermal changes,settling or seismic action as well as dampen noise and vibration. C-1 FLEXIBLE COUPLING NOMINAL ACTUAL ULarFMMAX. MAX. ALLOW. NUTS/BOLTS DEFLECTION DIMENSIONS-Inch/.-r. APPR OX. SIZE PIPE WORKING END PIPE END (INCH) DEG.PER PIPE WEIGHT IN. SIZE P.S.I./' LOAD SEP. OTT. SIZE COUPLING IN./FT. A B C EACH r: IN Lbs. IN. Lbs .. 14 .. 1 1/4 1.660 300 2164 0-0.13 2 3/8x2 48-19' 0.90 4.20 2.75 1.78 1.40 1 1/2 1.900 300 2835 0-0.13 2 3/8x2 3B-8' 0.79 4.44 3.03 1.78 1.48 _ 2 2.375 300 4430 0-0.13 2 3/8x2 3B-01' 0.63 4.88 3.46 1.84 2.00 21/2 2.875 300 6492 0-0.13 2 3/8x2 20-29' 0.52 5.53 4.12 1.85 2.25ik 3 O.D. 3.000 300 7069 0-0.13 2 3/8x2 28-29' 0.50 5.50 4.00 1.84 2.25 3 3.500 300 9621 0-0.13 2 1/2x2 3/4 28-03' 0.43 6.38 4.62 1.84 2.70 4 4.500 300 11928 0-0.25 2 1/2x2 3/4 38 41' 0.67 7.68 5.81 2.06 4.42 7111114 5 5.563 300 17014 0-0.25 2 5/8x31/4 2B-35' 0.54 9.68 7.12 2.06 6.26 6 6.625 300 24130 0-0.25 2 5/8x31/4 2B-10' 0.45 10.75 8.09 2.06 7.00 4W 6.5 O.D. 6.500 300 23228 0-0.25 2 5/8x3 1/4 28-10' 0.46 10.50 8.00 2.06 7.00 8 8.625 300 35056 0-0.25 2 3/4x41/4 18-40' 0.35 13.44 10.43 2.38 13.00 10 10750 300 45381 0-0.25 2 7/8x51/2 18-20' 0.28 16.00 13.25 2.59 23.00 12 12.750 300 51071 0-0.25 2 7/8x51/2 10 07' 0.23 18.50 15.38 2.59 28.39 1.Working pressure and/or end load are total allowable,based on standard weight steel pipe,roll or cut grooved. 2.One time field test pressure may be increased to 1.5 times the figures listed above. 3.Working pressures on other pipe schedules may be found on page 54. *Contact Star Pipe Products for actual listings on specific pipes Model C-7 couplings are available in sizes 3/4-24 and are ideal for applications within industrial and commercial construction,power plants, mining,process piping and hydraulic elevator piping.It is a flexible style which provides allowance for controlled pipe movement caused by thermal changes,settling or seismic action as well as dampen noise and vibration. DIMENSIONS-WEIGHTS C-7 FLEXIBLE C• PLING pp NOMINAL ACTUAL ULarFMMAX. MAX. ALLOW. NUTS/BOLTS DEFLECTION DIMENSIONS-Inch/e APPROX. -.. C . A Y.. SIZE PIPE WORKING END PIPE END (INCH) DEG.PER PIPE WEIGHT T IN. SIZE P.S.I./• LOAD SEP. OTT. SIZE COUPLING IN A B C EACH IN Lbs. IN. Lbs.,,, 3/4 1.050 500 865 0-0.13 2 3/8x2 68-46' 1.42 3.63 2.13 1.75 1.3 1 1.315 500 1358 0 0.13 2 3/8x2 58.26' 1.14 3.88 2.38 1.75 1.4 1 1/4 1.660 500 2164 0-0.13 2 1/2x21/2 48-19' 0.90 4.63 2.63 1.75 2.1 1 1/2 1.900 500 2835 0-0.13 2 1/2x21/2 3B-46' 0.79 5.00 3.00 1.75 2.3 2 2.975 500 4430 0-0.13 2 1/2x2 1/2 58-01' 0.63 5.63 3.63 1.75 2.7 a-, _ rk�,. ' 21/2 2.875 500 6492 0.0.13 2 1/2x2 3/4 2B-29' 0.52 6.25 4.25 1.75 3.8 3 3.500 500 9621 0-0.13 2 1/2x2 3/4 28-03' 0.43 7.00 5.00 1.75 4.2 4 4.500 500 15904 0-0.25 2 5/8x31/4 38-11' 0.67 8.50 6.38 2.00 7.0 5 5.563 500 24305 0-0.25 2 3/4x41/4 28.35' 0.54 10.25 7.63 2.00 11.5 • 6 6.625 500 34471 0-0.25 2 3/4x41/4 2B-10' 0.45 11.50 9.00 2.00 13.5 0 8 8.625 500 46741 0-0.25 2 7/8x5 10-40' 0.35 14.50 11.38 2.38 23.0 10 10.750 500 72610 0-0.25 2 1x6 18-20' 0.28 16.75 13.50 2.50 31.0 12 12.750 500 102141 0.0.25 2 1x6 1/2 18-07' 0.23 19.00 15.50 2.50 95.0 1.Working pressure and/or end load are total allowable,based on standard weight steel pipe,roll or cut grooved. 2.One time field test pressure may be increased to 1.5 times the figures listed above. 3.Working pressures on other pipe schedules may be found on page 54. *Contact Star Pipe Products for actual listings on specific pipes Page 6 GROOVED COUPLINGS STAR®PIPE PRODUCTS E U U 41> LISTED LISTED APPROVED For fire protection services request submittal GRS 1.3 The RC-1 reducing coupling allows lia connecting two different pipe sizes on the same run.This coupling4111 replaces a reducer and two couplings. RC-1 REDUCING COUPLING NOMINAL ACTUAL ULorFM,MAX. MAX. ALLOW. NUTS/BOLTS DFFIFCTJON DIMENSIONS-ipr.h/n;: APPROX. SIZE PIPE WORKING END PIPE END (INCH) DEG. PER PIPE WEIGHT IN. SIZE P.S.I./• LOAD SEP. QTY. SIZE COUPLING IN./FT. A B C EACH IN Lbs- IN. Lbs 2x1 1/2 2.38/1.66 300 1551 0-0.14 2 3/8x2 1 i-53' 0.40 4.88 3.30 1.85 2.05 2 1/2x2 2.88/2.38 300 2272 0-0.14 2 3/8x2 11-33' 0.32 5.75 4.04 1.85 2.84 3x2 3.50/2.38 300 3367 0-0.14 2 1/2x2 3/4 11-17' 0.26 6.42 4.54 1.85 3.65 3x2 1/2 3.50/2.88 300 3367 0-0.14 2 1/2x2 3/4 11-17' 0.26 6.42 4.54 1.85 4.26 4x2 4.50/2.38 300 5567 0-0.25 2 1/2x2 3/4 21-38' 0.55 7.82 5.75 2.00 5.36 4x2 1/2 4.50/2.88 300 5567 0-0.25 2 1/2x2 3/4 2i-38' 0.55 7.82 5.75 2.00 5.42 4x3 4.50/3.50 300 5567 0-0.25 2 1/2x2 3/4 2i-38' 0.55 7.82 5.75 2.00 5.62 5x4 5.56/4.50 300 8498 0-0.25 2 5/8x3 1/4 2i-05' 0.44 9.56 6.80 2.14 6.50 6x4 6.63/4.50 300 12065 0-0.25 2 5/8x3 1/4 11-44' 0.36 10.88 8.00 2.06 6.94 8x6 8.63/6.63 300 20449 0-0.25 2 7/8x5 11-15' 0.26 13.51 10.31 2.37 19.54 1.Working pressure and/or end load are total allowable,based on standard weight steel pipe,roll or cut grooved. 2.One time field test pressure may be increased to 1.5 times the figures listed above. 3.Working pressures on other pipe schedules may be found on page 54. *Contact Star Pipe Products for actual listings on specific pipes U L 14 I r' r40 a E LISTED APPROVED • The SF-1 Flange enables class 125/150 flange end components to be a o I 11181, connected directly into a grooved end piping system.A special gasket r provides a permanent seal between the pipe and the mating flange. Integral closing tabs on the O.D.of the flange facilitate assembly. 1. SF-1 GROOVED FLANGE ADAPTER NOMINAL ACTUAL ULORFMMAX MAX. FLANGE NUTS/ DIMENSIONS-Inch/r: r APPROX. SIZE PIPE WORKING END BOLTS (INCH) MAX MIN WEIGHT IN. SIZE P.S.1./• LOAD QTY. SIZE A B C BORE SURFACE EACH IN. Lbs. D E Lbs. 2 2.375 300 1329 4 5/8x2 3/4 6.00 4.75 0.75 2.375 3.270 3.20 21/2 2.875 300 1948 4 5/8x3 7.00 5.50 0.88 2.875 3.770 4.60 3 3.500 300 2886 4 5/8x3 7.50 6.00 0.94 3.500 4.395 5.70 4 4.500 300 4771 8 5/8x3 9.00 7.50 0.95 4.500 5.395 7.90 6 6.625 300 10342 8 3/4x3 1/2 11.00 9.50 1.00 6.625 7.520 10.00 8 8.625 300 17528 8 3/4x3 1/2 13.50 11.75 1.13 8.625 9.875 15.70 Note:The effective sealing area of the mating flange must be free from gouges or deformities of any type to ensure proper sealing of the gasket. 1.Working pressure and/or end load are total allowable,based on standard weight steel pipe,roll or cut grooved. 2.One time field test pressure may be increased to 1.5 times the figures listed above. 3.Working pressures on other pipe schedules may be found on page 54. 4.Required flange bolts to be supplied by installer. 5.See F-1, page 9,for additional technical information. *Contact Star Pipe Products for actual listings on specific pipes Page 7 GROOVED FITTINGS/ STAR®PIPE PRODUCTS MECHANICAL TEES t* U L 11> LISTED LISTED APPROVED For fire protection services request submittal GRS 1.3 I t- "f' asCtoE �- CtoE , i !! s C9oE N-1 N-2 N-3 N-4 GxMPT GxB GxG GxH I N-1 N-2 N-3 N-4 ADAPTER NIPPLES HOSE NIPPLE CtoE NOMINAL END APPROX. NOMINAL END APPROX. SIZE to WEIGHT SIZE to WEIGHT 1 IN. END EACH IN. END EACH IN. ,, Lbs. IN, Lbs. X-1 1 3.00 0.40 1 3.25 0.40 CROSS(SW) 11/4 4.00 0.80 11/4 3.62 0.70 NOMINAL END APPRox. SIZE to WEIGHT 1 1/2 4.00 0.90 1 1/4 4.00 0.80 IN. END EACH IN. Lbs.: 2 4.00 1.20 2 4.62 1.3 11/4 3.75 2.0 2 1/2 4.00 1.90 21/2 5.50 2.1 1 1/2 3.75 2.2 3 4.00 2.50 3 6.00 3.3 2 3.75 3.0 4 6.00 5.50 4 7.25 5.5 21/2 3.75 5.0 5 6.00 7.40 5 9.75 8.1 3 4.25 7.1 6 6.00 9.50 6 11.00 13.2 4 5.00 11.9 8 6.00 14.20 8 12.50 24.0 5 5.25 17.1 10 8.00 27.00 10 14.00 29.00 6 6.50 27.5 12 8.00 33.00 12 16.00 46.00 8 7.75 47.0 SW=Segmentaly welded steel 10 9.00 68.0 (d)=Ductile iron 12 10.00 107.0 Model MT-3&MT-9 Mechanical tee serves the same function as MT-1&MT-8 but uses a steel electro plated u-bolt to save space and for easier installation in tight places. It is ideal for direct connections with sprinkler heads and drop nipples. HOUSING: Ductile iron ASTM A536 grade 65-45-12. C - E COATING: Zinc electroplated U-BOLT: Carbon steel SAE grade 2,zinc plated. NUT: Carbon steel ASTM A194,zinc plated. GASKET: EPDM(-30...F to+230...F) ri THREADS: MT-3 NPT perANSI/ASME B1.20.1 �� ���% 1M1 �' MT-9 British standard parallel(BSP)per BS21 '�� `% B A MT-3 & MT-9 MECANICAL TEES 1 \ -� NOMINAL MAX. HOLE DIM.NSIONS•IOth/.. APPROX. `� 4' SIZE WORKING SIZE WEIGHT �l IN P.S.I./ IN. A B C D E EACH \ ,-�Or D Lbs. 1 1/4 x 1/2 900 1.19 2.14 1.64 3.50 121 225 0.83 I i v 1 1/4 x 3/4 300 1.19 2.14 1.64 3.50 1.21 225 0.87 1 1/4 x 1 300 1.19 2.27 1.61 3.50 121 225 1.06 11/2x1/2 300 1.19 2.26 1.76 3.50 1.33 2.25 0.83 1 1/2 x 3/4 300 1.19 2.26 1.76 3.60 1.93 225 0.87 ,... 1 1/2 x 1 300 1.19 2.39 1.73 3.50 1.33 225 1.06 2 x 1/2 300 1.19 2.51 2.01 3.75 1.56 2.25 0.87 a ' 2 x 3/4 900 1.19 2.51 2.01 3.75 1.56 225 0.99 2 x 1 900 1.19 2.64 1.98 3.75 1.56 225 1.09 M 21/2 x 1/2 300 1.19 2.76 2.26 4.25 1.81 225 0.89 . '�"*1 ,.-. 21/2 x 3/4 300 1.19 2.76 2.26 425 1.81 2.25 0.98 le° 21/2 x 1 300 1.19 2.88 2.22 425 1.81 225 1.14 90.D.x1/2 300 1.19 2.82 2.32 4.25 1.88 2.25 0.89 3 0.D.x3/4 300 1.19 2.82 2.32 4.25 1.88 2.25 0.98 90.D.x1 300 1.19 2.95 2.29 4.25 1.88 2.25 1.14 Page 12 MECHANICAL TEES STAR®PIPEPRODUCTS LPCB-, ® UL .41z. LISTED LISTED APPROVED For fire protection services request submittal GRS 1.3 Mechanical branch connections for reducing branch outlets without welding. The MT-1 is a bolted saddle type fitting with NPT female threaded outlets. Design assures superior sealing,full pipe support,excellent stability and easy installation G C - D L t t . A 4 _ _ j t ID d t tea 4 . fa MT-1 THREADED MECHANICAL BRANCH TEE NOMINAL ULorFMMAX. HOLE NUTS/BOLTS DIMENSIONS-Inch/ APPROX. SIZE WORKING DIA. (INCH) WEIGHT IN. P.S.I./' +.125/-0.0 QT Y. SIZE A B C D E EACH IN. Lbs. 2x1 300 1.50 2 3/8x2 2.62 1.58 4.62 2.47 1.96 1.70 2x1 1/4 300 1.75 2 3/8x2 2.62 1.58 4.62 2.47 1.94 1.70 2x1 1/2 300 1.75 2 3/8x2 2.62 1.58 4.62 2.86 1.94 1.70 2 1/2x1 300 1.50 2 1/2x2 3/4 3.12 1.83 5.56 3.38 2.46 3.60 2 1/2x1 1/4 300 2.00 2 1/2x2 3/4 3.12 1.83 5.56 3.38 2.44 3.60 2 1/2x1 1/2 300 2.00 2 1/2x2 3/4 3.12 1.83 5.56 3.38 2.44 3.60 3x1 300 1.50 2 1/2x2 3/4 3.44 2.15 6.25 3.91 2.78 3.80 3x1 1/4 300 2.00 2 1/2x2 3/4 3.44 2.15 6.25 3.91 2.76 3.80 3x1 1/2 300 2.00 2 1/2x2 3/4 3.44 2.15 6.25 3.91 2.76 3.80 3x2 300 2.50 2 1/2x2 3/4 3.44 2.15 6.25 3.91 2.74 4.40 3 1/2x2 300 2.50 2 1/2x2 3/4 3.88 2.46 6.62 3.92 3.18 4.60 4x1 300 1.50 2 1/2x2 3/4 4.00 2.65 7.25 3.83 3.34 4.60 4x1 1/4 300 2.00 2 1/2x2 3/4 4.00 2.65 7.25 3.83 3.32 4.60 4x1 1/2 300 2.00 2 1/2x2 3/4 4.00 2.65 7.25 3.83 3.32 4.60 4x2 300 2.50 2 1/2x2 3/4 4.00 2.65 7.25 4.52 3.30 4.80 4x2 1/2 300 2.75 2 1/2x2 3/4 4.00 2.65 7.25 4.52 3.07 5.40 5x1 1/2 300 2.00 2 5/8x4 4.75 3.18 8.30 3.83 4.07 6.93 5x2 300 2.50 2 5/8x4 4.75 3.18 8.30 3.83 4.05 7.48 5x2 1/2 300 2.75 2 5/8x4 4.75 3.18 8.30 3.83 3.82 7.61 6x1 1/2 300 2.00 2 5/8x4 5.12 3.71 9.38 3.86 4.44 7.50 6x2 300 2.50 2 5/8x4 5.12 3.71 9.38 4.42 4.42 8.00 6x2 1/2 300 2.75 2 5/8x4 5.12 3.71 9.38 4.42 4.19 8.00 8x2 300 2.50 2 3/4x41/4 6.25 4.83 12.32 4.48 5.55 11.60 All sizes may be used as mechanical crosses. Threads are NPT per ANSI/ASME B1.20.1 *Contact Star Pipe Products for actual listings on specific pipes Page 13 MECHANICAL TEES STAR®PIPEPRODUCTS (Val,' 0 yL. .41:* LISTED LISTED APPROVED For fire protection services request submittal GRS 1.3 Mechanical branch connections for reducing branch outlets without welding. The MT-2 is a bolted saddle type fitting with grooved outlets.Design assures superior sealing,full pipe support,excellent stability and easy installation - C .- - C p - I r EA E A 1 0 i 0 I ; o MT-2 GROOVED MECHANICAL BRANCH TEE NOMINAL ULorFMMAX. HOLE NUTS/BOLTS DIMENSIONS-Inch/:, APPROX. SIZE WORKING DIA. (INCH) WEIGHT IN. P.S.I./• +.125/-0.0 QT Y. SIZE A B C D EACH IN. Lbs., 3 0.D.x1 1/4 300 2.00 2 1/2x2 3/4 3.18 1.89 5.69 3.38 3.60 3 0.D.xl 1/2 300 2.00 2 1/2x2 3/4 3.18 1.89 5.69 3.38 3.60 3x1 1/2 300 2.00 2 1/2x2 3/4 3.44 2.15 6.25 3.91 3.80 3x2 300 2.50 2 1/2x2 3/4 3.44 2.15 6.25 3.91 4.40 4x1 1/2 300 2.00 2 1/2x2 3/4 4.00 2.64 7.25 3.83 4.60 4x2 300 2.50 2 1/2x2 3/4 4.00 2.65 7.25 4.52 4.80 4x2 1/2 300 2.75 2 1/2x2 3/ 4.00 2.65 7.25 4.52 5.40 4x3 O.D. 300 2.75 2 1/2x2 3/4 4.00 2.65 7.25 4.52 7.60 4x3 300 3.50 2 1/2x31/4 4.13 2.65 7.25 5.12 7.60 5x2 300 2.50 2 5/8x4 4.75 3.18 8.30 4.52 7.19 5x2 1/2 300 2.75 2 5/8x4 4.75 3.18 8.30 4.52 7.19 5x3 300 3.50 2 5/8x4 5.00 3.18 8.30 5.12 7.90 6x1 1/2 300 2.00 2 5/8x4 5.12 3.71 9.38 3.86 7.50 6x2 300 2.50 2 5/8x4 5.12 3.71 9.38 4.42 8.00 6x21/2 300 2.75 2 5/8x4 5.12 3.71 9.38 4.42 8.00 6x3 O.D. 300 2.75 2 5/8x4 5.12 3.71 9.38 4.42 9.70 6x3 300 3.50 2 5/8x4 5.25 3.71 9.38 5.62 9.70 6x4 300 4.50 2 5/8x4 5.38 3.71 9.38 6.50 13.60 6.5 0.D.x1 1/2 300 2.00 2 5/8x4 5.12 3.65 9.25 3.86 7.50 6.5 0.D.x2 300 2.50 2 5/8x4 5.12 3.65 9.25 4.42 8.00 6.5 O.D.x3 O.D. 300 2.75 2 5/8x4 5.12 3.65 9.25 4.42 8.00 6.5 0.D.x3 300 3.50 2 5/8x4 5.25 3.65 9.25 5.62 9.70 6.5 0.D.x4 300 4.50 2 5/8x4 5.38 3.65 9.38 6.50 13.60 8x2 1/2 300 2.75 2 3/4x4 1/4 6.25 4.83 12.32 4.48 11.60 8x3 300 3.50 2 3/4x4 1/4 6.50 4.83 12.32 5.68 12.60 8x4 300 4.50 2 3/4x41/4 6.38 4.83 12.32 6.59 15.30 All sizes may be used as mechanical crosses. Outlet branch is machined per standard cut groove specification *Contact Star Pipe Products for actual listings on specific pipes Page 14 MECHANICAL TEES STAR®PIPEPRODUCTS U L L .1i: PCB LISTED LISTED APPROVED For fire protection services request submittal GRS 1.3 C - C - .. O Mechanical branch connections for reducing 4 4 branch outlets without welding.The MT-8 is a 4 ' 4 bolted saddle type fitting with BSP female E E threaded outlets.Design assures superior t t t g f $ sealing,full pipe support,excellent stability and easy installation. • It fIR MT-8 BSP THREADED MECHANICAL BRANCH TEE NOMINAL ULorFMMAX. HOLE NUTS/BOLTS DIMENSIONS-Inch/ APPROX. SIZE WORKING DIA. (INCH) WEIGHT IN. P.S.I./' +.125/-0.0 QTY. SIZE A B C D E EACH IN. Lbs. 2x1 300 1.50 2 3/8x2 2.62 1.58 4.62 2.47 1.96 1.70 2x1 1/4 300 1.75 2 3/8x2 2.62 1.58 4.62 2.47 1.94 1.70 2x1 1/2 300 1.75 2 3/8x2 2.62 1.58 4.62 2.86 1.94 1.70 3 0.D.x1 300 1.50 2 1/2x2 3/4 3.18 1.89 5.69 3.38 2.46 3.60 3 0.D.x1 1/4 300 2.00 2 1/2x2 3/4 3.18 1.89 5.69 3.38 2.44 3.60 3 0.D.x1 1/2 300 2.00 2 1/2x2 3/4 3.18 1.89 5.69 3.38 2.44 3.60 3x1 300 1.50 2 1/2x2 3/4 3.44 2.15 6.25 3.91 2.78 3.80 3x1 1/4 300 2.00 2 1/2x2 3/4 3.44 2.15 6.25 3.91 2.76 3.80 3x1 1/2 300 2.00 2 1/2x2 3/4 3.44 2.15 6.25 3.91 2.76 3.80 3x2 300 2.50 2 1/2x23/4 3.44 2.15 6.25 3.91 2.74 4.40 4x1 300 1.50 2 1/2x2 3/4 4.00 2.65 7.25 3.83 3.34 4.60 4x1 1/4 300 2.00 2 1/2x2 3/4 4.00 2.65 7.25 3.83 3.32 4.60 4x1 1/2 300 2.00 2 1/2x2 3/4 4.00 2.65 7.25 3.83 3.32 4.60 4x2 300 2.50 2 1/2x2 3/4 4.00 2.65 7.25 4.52 3.30 4.80 4x3 O.D. 300 2.75 2 1/2x2 3/4 4.00 2.65 7.25 4.52 3.07 5.40 6 0.D.x 11/2 300 2.00 2 5/8x4 5.06 3.65 9.25 3.86 4.32 7.50 6 0.0.x 2 300 2.50 2 5/8x4 5.06 3.65 9.25 4.42 4.32 8.00 6 0.D.x3 O.D. 300 2.75 2 5/8x4 5.12 3.65 9.25 4.42 4.19 8.00 All Sizes may be used as mechanical crosses. Threads are British standard paralled jointing per BS 21. *Contact Star Pipe Products for actual listings on specific pipes Page 15 C.I. THREADED FITTINGS STAR®PIPEPRODUCTS 0 V L LISTED LISTED APPROVED For fire protection services request submittal GRS 1.3 Cast iron threaded fittings are UL,ULC listed and factory mutual approved for 300 psi service.Gray iron perASTM A126 class B.Dimensions conform to ANSI B16.4 class 125 except plugs conform to ASME B16.14.Threads are NPT per ANSI/ASME B1.20.1. '" ''�' ' r t ! ` r CAST IRON STRAIGHT TEE CAST IRON 90 DEGREE ELBOW NOMINAL ITEM MAX. DIMENSIONS WBGH1 NOMINAL ITEM MAX. DIMENSIONS WEIGHT SIZE CODE WORKING EACH SIZE CODE WORKING EACH (INCH) # P.S.I. A B PIECE (INCH) # P.S.I. A B PIECE 1 CT333 300 1.50 1.50 1.21 1 CB90033 300 1.50 1.50 0.95 11/4 CT444 300 1.75 1.75 1.87 11/4 CB90044 300 1.75 1.75 1.34 11/2 CT555 300 1.94 1.94 2.51 11/2 CB90055 300 1.94 1.94 1.80 2 CT666 300 2.25 2.25 3.96 2 CB90066 300 2.25 2.25 2.90 21/2 CT777 300 2.70 2.70 6.45 21/2 CB90077 300 2.70 2.70 4.75 _. 4 I __ CAST IRON RED.COUPLING t NOMINAL ITEM MAX. DIMENSION WEIGHT CAST IRON 45 DEGREE ELBOW SIZE CODE WORKING EACH (INCH) # P.S.I. A PIECE NOMINAL ITEM MAX. DIMENSIONS WEIGHT 1X1/2 CRC031 300 1.70 0.62 SIZE CODE WORKING EACH 1X3/4 CRC032 300 1.70 0.80 (INCH) # P.S.I. A B PIECE 6 1 CB45033 300 1.12 1.12 0.84 1 1/4 C B45044 300 1.29 1.29 1.40 r r 1 1/2 CB45055 300 1.43 1.43 1.80 i 2 CB45066 300 1.68 1.68 2.79 1 CAST IRON RED.90 DEG. ELBOW NOMINAL ITEM MAX. DIMENSIONS WEIGHT k SIZE CODE WORKING EACH (INCH) # P.S.I. A B PIECE 1X1/2 CB90031 300 1.26 1.36 0.64 t 1X3/4 CB90032 300 1.37 1.45 ' 0.87 CAST IRON PLUGS 11/4X7/2 CB90041 300 1.34 1.53 0.96 NOMINAL ITEM MAX. DIMENSION WEIGHT 11/4X3/4 CB90042 300 1.45 1.62 1.13 1 1/4X1 CB90043 300 1.58 1.67 1.16 SIZE CODE WORKING EACH 1 1/2x1 1/2 CB90051 300 1.41 1.66 1.17 (INCH) # P.S.I. A PIECE 1 1/2x3/4 CB90052 300 1.52 1.75 1.28 1/2 CPL001 300 0.94 0.10 1 1/2X1 CB90053 300 1.65 1.80 1.51 3/4 CPL002 300 1.07 0.17 1 1/2X1 1/4 CB90054 300 1.82 1.88 1.62 1 CPL003 300 1.25 0.28 2X1/2 CB90061 300 1.49 1.88 2.00 11/4 CPL004 300 1.36 0.44 2X3/4 CB90062 300 1.60 1.97 2.05 11/2 CPL005 300 1.45 0.62 2X1 CB90063 300 1.73 2.02 2.10 2 CPL006 300 1.56 0.91 2X1 1/4 CB90064 300 1.90 2.10 2.30 2X1 1/2 CB90065 300 2.02 2.16 2.60 Page 19 C.I. THREADED FITTINGS STAR®PIPEPRODUCTS ® VL 44* LISTED LISTED APPROVED For fire protection services request submittal GRS 1.3 CAST RON CROSS NOMINAL ITEM MAX. DIMENSIONS WBGHT E �i SIZE CODE WORKING EACH (INCH) # P.S.I A B PIECE I 1 CX033 300 1.50 1.50 1.54 8 I 11/4 CX044 300 1.75 1.75 2.40 r 11/2 CX055 300 1.94 1.94 3.10 2 CX066 300 2.25 2.25 4.00 1 1/4X1 CX043 300 1.58 1.67 2.05 1 1/2X1 CX053 300 1.65 1.80 2.40 2X1 CX063 300 1.73 2.02 2.75 a •^°. A - CAST IRON REDUCING TEE ' NOMINAL ITEM MAX. DIMENSIONS WBGHT SIZE CODE WORKING EACH (INCH) # P.S.I. A B C PIECE 1X1X1/2 CT331 300 1.26 1.26 1.36 0.95 1X1X3/4 CT332 300 1.37 1.37 1.45 1.10 1 X1/2X1 CT313 300 1.50 1.36 1.50 1.08 1 X3/4X1 CT323 300 1.50 1.45 1.50 1.18 1X1X1 1/4 CT334 300 1.67 1.67 1.58 1.52 1X1X1 1/2 CT335 300 1.80 1.80 1.65 1.73 1 1/4X1 X1/2 CT431 300 1.34 1.26 1.53 1.17 1 1/4X1 X3/4 CT432 300 1.45 1.37 1.62 1.38 1 1/4X1 X1 CT433 300 1.58 1.50 1.57 1.47 1 1/4X1 X1 1/4 CT434 300 1.75 1.67 1.75 1.80 1 1/4X1X1 1/2 CT435 300 1.88 1.80 1.82 2.05 1 1/4X1 1/4X1/2 CT441 300 1.34 1.34 1.53 1.37 1 1/4X1 1/4X3/4 CT442 300 1.45 1.45 1.62 1.54 1 1/4X1 1/4X1 CT443 300 1.58 1.58 1.67 1.65 1 1/4X1 1/4X1 1/2 CT445 300 1.88 1.88 1.82 2.21 1 1/4X1 1/4X2 CT446 300 2.10 2.10 1.90 2.55 1 1/2X1 X1/2 CT531 300 1.41 1.34 1.66 1.41 1 1/2X1 X3/4 CT532 300 1.52 1.37 1.75 1.65 1 1/2X1 X1 CT533 300 1.65 1.50 1.80 1.65 1 1/2X1X1 1/4 CT534 300 1.82 1.67 1.88 2.00 1 1/2X1X1 1/2 CT535 300 1.94 1.80 1.94 2.30 1 1/2X1 1/4X1/2 CT541 300 1.41 1.34 1.66 1.58 1 1/2X1 1/4X3/4 CT542 300 1.52 1.45 1.75 1.72 1 1/2X1 1/4X1 CT543 300 1.65 1.58 1.80 1.85 1 1/2x1 1/4x1 1/4 CT544 300 1.82 1.75 1.88 2.22 1 1/2x1 1/4x1 1/2 CT545 300 1.94 1.88 1.94 2.45 1 1/2X1 1/4X2 CT546 300 2.16 2.10 2.02 2.80 1 1/2X1 1/2X1/2 CT551 300 1.41 1.41 1.66 1.76 1 1/2X1 1/2X3/4 CT552 300 1.52 1.52 1.75 1.87 1 1/2X1 1/2X1 CT553 300 1.65 1.65 1.80 1.94 1 1/2X1 1/2X1 1/4 CT554 300 1.82 1.82 1.88 2.29 1 1/2X1 1/2X2 CT556 300 2.16 2.16 2.02 3.28 2X1X2 CT636 300 2.25 2.02 2.25 3.40 2X1 1/4X2 CT646 300 2.25 2.10 2.25 2.80 2X1 1/2X1/2 CT651 300 1.49 1.41 1.88 2.09 2X1 1/2X3/4 CT652 300 1.60 1.52 1.97 2.40 2X1 1/2X1 CT653 300 1.73 1.65 2.02 2.54 2X1 1/2X1 1/4 CT654 300 1.90 1.82 2.10 2.85 2X1 1/2X1 1/2 CT655 300 1.49 1.41 1.88 2.24 2X1 1/2X2 CT656 300 2.25 2.16 2.25 3.75 2X2X1/2 CT661 300 1.49 1.49 1.88 2.60 2X2X3/4 CT662 300 1.60 1.60 1.97 2.71 2X2X1 CT663 300 1.73 1.73 2.02 2.97 2X2X1 1/4 CT664 300 1.90 1.90 2.10 3.32 2X2X1 1/2 CT665 300 2.02 2.02 2.16 3.72 2x2x2 1/2 CT667 300 2.60 2.60 2.39 5.10 Page 20 (0.) I N T E R N AT I O N A L Building Connections That Last March 2010 For the most current product/pricing information on Anvil products,please -..- visit our website at www.anvilintl.com. i _ • < .: - :* -� t x o 3 r t i t ____ ___. _. . .... .... . _.. _ ( PF/RNvIL Steel Pipe Nipples 6 Malleable Fittings BUILDING CONNECTIONS THAT LAST 'KA+1l-r)l'' ,(e 5)z> ©Catawiissa- (i)AVIVL EPS Eta caw& 416tut ( k 1-t_ v.o,.«. w t t I - AN i .it xa , y qii* 411M 1i '---.4 -I n `c'.{i),il';' 7 ,K », ©Catawissa 1gi . . (c . , ifyi^ J � pM/i.EPS �+ �► Anvil's Unmatched Piping Products for Every Industry Anvil provides the most comprehensive line of innovative, durable, and reliable pipe connections, support systems, and customer service. For more than 150 years,Anvil has provided integrated,reliable piping solutions for a variety of applications.With the most complete line of piping products,expert design services,and a responsive customer service team,Anvil's total package is unmatched throughout the industry. Our professionals will work with you to develop innovative solutions that meet your demands and exceed your expectations. From HVAC,plumbing and mechanical to fire protection,mining, oil and gas, and gas utilities,Anvil covers all markets.Our extensive product line includes grooved couplings,fittings,and valves;cast and malleable pipe fittings; forged steel fittings and unions;steel pipe nipples and couplings;pipe hangers and supports;strut and channel;oil country fittings;and valves.Our exceptional market-specific expertise ensures you always get the best solution for your unique application. In addition to Anvil's extensive line of domestically manufacture products,Anvil also offers a full line of Globally manufactured malleable iron fittings and steel pipe nipples.These products are manufactured within ISO 9001:2000 facilities where Anvil's quality control engineers oversee the entire process.Anvil is committed to providing the finest quality pipe fittings available,which we believe only a true manufacturer can provide.Engineered drawings of fittings and nipples along with detailed inspection procedures,leave no questions regarding Anvil's commitment to quality imported products. With 150 years of manufacturing expertise,Anvil is in a unique position to set the highest quality standard for both domestic and import products.Anvil's specifications for SPF malleable fittings and pipe nipples are higher than typical ANSI specification.The SPF malleable fittings are UL Listed and FM Approved. 2 www.anvilintl.com 0 /�N��ry� SPF-3.10 /,iiY7/,L III SPF STEEL PIPE NIPPLES I, Standard Welded Anvil International is the only manufacturer where you can combine your import and U.S. Manufactured product requirements. STANDARDS & SPECIFICATIONS stop imported Steel Pipe Nipples(Standani Weldstd) Dimensional: ASTM A733 Standard End Finish Tapered Pipe Thread(NPT) Material: ASTM A53 Type F or Type E Galvanizing: Hot Dip Galvanizing* Threading:** ASME B 1.20.1 *Galvanized nipples are manufactured from pipe coated on the inside and outside by hot dip process. **British Standard threading per BS 21 available upon request. • Ends are cut square to the central axis.All burrs on Also available: the inside are removed.The ends of the pipe nipples • Ready Cut Pipe,Standard-Schd.40(black and galvanized) are chamfered on the outside at an angle of 35°+/- Pipe Size:'/z'",3/4",1",11/4",1'/2',2" 10°to the central axis. Pipe Length:8",24",30",48",60",72" • "66"Packs,Standard-Schd.40(black and galvanized) • Pipe nipples are threaded on both ends with Nipple Size:'/2",3/4",1",11/4",1'/2",2" standard NPT tapered threads.Threads are right • Single Run Nipple Packs(black and galvanized) hand on both ends. Pipe Size:'/2',3/4',1,1'/4",11/2",2" Pipe Pipe Length Size O.D. Close Pipe Nipple Lengths (Black and galvanized) I Om) .). On) '/8 .405 3/4 1 1/2 © 2 '/2 © 3 '/2I:II 4 '/2 in 5 1/2 6 11fl 9 10 Elmo 1/4 .540 7/8 1 '/2 © 2 '/2 © 3 1/2 0 4 '/2 © 5 1/2 6 00 9 10 sumo 3/e .675 1 1 1/2 © 2 1/2 © 3 '/2 su 4 '/2 © 5 1/2 6 sin 9 10 sumo '/2 .840 1 1/8 1 '/2 © 2 1/2 © 3 1/2 su 4 '/2 © 5 '/2 6 Kin 9 10 sumo 3/4 1.050 1 3/8 1 1/2 © 2 '/2 © 3 '/2 n 4 1/2 © 5 1/2 6 sin 9 10 sumo 1 1.315 11/2 -© 2 '/2 © 3 '/2su4 '/2 © 51/2 6 MI 8 su 10 sumo 1 1/4 1.660 1 5/8 -© 2 1/2 © 3 1/2 Ell 41/2 © 5 1/2 6 min 9 10 sumo 1 1/2 1.900 1 3/4 © 2 '/2 © 3 '/2 su 4 1/2 © 5 '/2 6 susu 9 10 sumo 2 2.375 2 -- 2 1/2 © 3 '/2 0 4 '/2 © 5 '/2 6 sususu 10 sumo 2 1/2 2.875 21/2 -Mil 3 '/2 su 4 1/2 © 572 6 su00 10 sumo 3 3.500 2 5/8 -NI n 3 '/2 Ell 4 '/2 © 5'/2 6 00 9 10 sumo 4 4.500 2 7/8 -----su 4 '/2 © 5,2 6 su 8 9 10 sumo 6 6.625 3 1/8 -----su 4 72 © 5 1/2 6 nun 10 sumo '''AL www.anvilintl.com 3 SPF-3.10 1111 SPF STEEL PIPE NIPPLES 1111 Extra Heavy - SCH. 80 Welded Anvil International is the only manufacturer where you can combine your import and U.S. Manufactured product requirements. STANDARDS & SPECIFICATIONS (ExtraSleet Pipe Nippkts '. aWelded) Dimensional: ASTM A733 Standard End Finish Tapered Pipe Thread (NPT) Material: ASTM A53 Type F or Type E Galvanizing: Hot Dip Galvanizing* Threading: ASME B 1.20.1 *Galvanized nipples are manufactured from pipe coated on the inside and outside by hot dip process. • Ends are cut square to the central axis.All burrs on the inside are removed.The ends of the pipe nipples are chamfered on the outside at an angle of 35°+/- 10°to the central axis. • Pipe nipples are threaded on both ends with standard NPT tapered threads.Threads are right hand on both ends. Pipe Pipe Length Size O.D. Close Pipe Nipple Lengths (Black and galvanized) (►n.) (in.) (in.) 1/8 .405 3/4 1 1/2 2 2 1/2 3 31/2 4 4 1/2 5 5 1/2 6 7 8 9 10 11 12 1/4 .540 7/8 11/2 2 2 '/2 3 3 '/2 4 4 1/2 5 51/2 6 7 8 9 10 11 12 3/8 .675 1 1 1/2 2 2 1/2 3 3 1/2 4 472 5 5 1/2 6 7 8 9 10 11 12 1/2 .840 1 1/8 1 1/2 2 2 1/2 3 3 '/2 4 4 '/2 5 5 1/2 6 7 8 9 10 11 12 3/4 1.050 1 3/8 1 1/2 2 21/2 3 31/2 4 41/2 5 5 '/2 6 7 8 9 10 11 12 1 1.315 1 1/2 2 21/2 3 31/2 4 41/2 5 51/2 6 7 8 9 10 11 12 1 1/4 1.660 1 5/8 2 2 '/2 3 3 '/2 4 4 1/2 5 5 1/2 6 7 8 9 10 11 12 11/2 1.900 13/4 2 21/2 3 31/2 4 41/2 5 51/2 6 7 8 9 10 11 12 2 2.375 2 2 1/2 3 3 '/2 4 4 1/2 5 5 1/2 6 7 8 9 10 11 12 2 '/2 2.875 21/2 3 31/2 4 41/2 5 51/2 6 7 8 9 10 11 12 3 3.500 2 5/8 3 3 1/2 4 4 '/2 5 5 1/2 6 7 8 9 10 11 12 3 1/2 4.000 2 3/4 4 4 1/2 5 51/2 6 7 8 9 10 11 12 4 4.500 2 7/8 4 4 '/2 5 5 1/2 6 7 8 9 10 11 12 5 5.563 3 4 4 1/2 5 5 1/2 6 7 8 9 10 11 12 6 6.625 31/8 4 41/2 5 51/2 6 7 8 9 10 11 12 4 www.anvilintl.com �L SPF-3.10 III SPF STEEL PIPE NIPPLES III Extra Heavy Seamless Anvil International is the only manufacturer where you can combine your import and U.S. Manufactured product requirements. STANDARDS & SPECIFICATIONS Steel Pipe Hippies(Seamless Extra Heavy-Sch.SO)) Dimensional: ASTM A733 Standard End Finish Tapered Pipe Thread(NPT) Material: ASTM A106 Grade B Galvanizing: Hot Dip Galvanizing* Threading: ASME B 1.20.1 *Galvanized nipples are manufactured from pipe coated on the inside and outside by hot dip process. • Ends are cut square to the central axis.All burrs on the inside are removed.The ends of the pipe nipples are chamfered on the outside at an angle of 35°+/- 10°to the central axis. • Pipe nipples are threaded on both ends with standard NPT tapered threads.Threads are right hand on both ends. Pipe Pipe Length Size O.D. Close Pipe Nipple Lengths (Black and galvanized) (in) (in:) (in.) '/8 .405 3/4 1 1/2 2 2 1/2 3 31/2 4 41/2 5 5 1/2 6 7 8 9 10 11 12 1/4 .540 7/8 1 '/2 2 2 '/2 3 3 1/2 4 4 1/2 5 5 1/2 6 7 8 9 10 11 12 3/8 .675 1 11/2 2 21/2 3 31/2 4 41/2 5 51/2 6 7 8 9 10 11 12 '/2 .840 1 78 1 '/2 2 2 '/2 3 3 1/2 4 4 1/2 5 5 1/2 6 7 8 9 10 11 12 3/4 1.050 1 3/8 1 1/2 2 2 1/2 3 3 1/2 4 4 1/2 5 5 1/2 6 7 8 9 10 11 12 1 1.315 1 1/2 2 2 '/2 3 3 '/2 4 4 1/2 5 51/2 6 7 8 9 10 11 12 11/4 1.660 15/8 2 21/2 3 31/2 4 41/2 5 51/2 6 7 8 9 10 11 12 1 1/2 1.900 1 3/4 2 2 1/2 3 3 '/2 4 4 1/2 5 5 1/2 6 7 8 9 10 11 12 2 2.375 2 21/2 3 31/2 4 4 '/2 5 51/2 6 7 8 9 10 11 12 21/2 2.875 2 '/2 3 31/2 4 41/2 5 51/2 6 7 8 9 10 11 12 3 3.500 2 5/8 3 3 1/2 4 4 '/2 5 5 1/2 6 7 8 9 10 11 12 4 4.500 2 7/8 4 4 1/2 5 5 1/2 6 7 8 9 10 11 12 5 5.563 3 4 1/2 5 5 1/2 6 7 8 9 10 11 12 6 6.625 31/8 41/2 5 51/2 6 7 8 9 10 11 12 Chi AN%fL www.anvilintl.com 5 SPF-3.10 11111 SPF MALLEABLE IRON FITTINGS Class 150 (Standard) STANDARDS & SPECIFICATIONS Import Malleable Screwed Fittings(Class 150) Dimensional: Fittings: ASME B16.3 Unions: ASME B 16.39 Bushings/Plugs: ASME B 16.14 Material: ASTM A-197 iir Galvanizing: ASTM A-153 (Hot Dip Galvanizing) r Threading:* ASME B 1.20.1 Pressure Rating: Fittings: ASME B 16.3 Unions: ASME B 16.39 Bushings/Plugs: ASME B 16.14 Pressure Testing: All malleable iron fittings are tested for through wall porosity using an air under water process. Agency Approvals: All malleable iron fittings and unions are UL Listed and FM Approved. *British Standard threading per BS 21 available upon request. Size A B Weight 90° REDUCING ELBOW in ° . in in rs '/4 x'/8 0.74 0.76 0.08 3/8 X 1/4 0.81 0.85 0.11 3/8 x'/4 0.88 0.90 0.13 • '" '/s x'/4 0.97 0.98 0.16 ' Ys x 3/8 1.04 1.03 0.19 / 3/4 x 3/8 1.12 1.13 0.26 f x 3/4 x'/s 1.20 1.22 0.29 .1,/1�� 1 x 3/8 1.18 1.26 0.35 1 x Yz 1.26 1.36 0.42 1 X 3/4 1.37 1.45 0.47 1 '/4 x'/s 1.34 1.53 0.54 11/4x3/4 1.45 1.62 0.62 1 1/4 x 1 1.58 1.67 0.73 1 /x'/s 1.38 1.65 0.65 1 /x 3/4 1.52 1.75 0.74 g 11/4x1 1.65 1.80 0.88 1 Ysx1 '/4 1.82 1.88 1.03 N. Vo 2 x/ 1.50 1.89 0.93 .**'. I.I 2 x 3/4 1.60 1.97 1.04 ♦�' III 2 2 x 1 1.73 2.02 1.28 , x1 1/4 1.90 2.10 1.36 A \ �„ 2x1 / 2.02 2.16 1.51 \Illill\ 21/4x11/4 2.16 2.51 2.20 2 '/s x 2 2.39 2.60 2.55 3 x 2 2.52 2.89 3.35 3x21/4 2.83 2.99 4.12 4 x 2 2.72 3.43 5.01 4 x 3 3.30 3.60 6.65 6 www.anvilintl.com (Z)INVIL SPF-3.10 'fit!! Ill SPF MALLEABLE IRON FITTINGS III Class 150 (Standard) 90° ELBOW Size A Weight in . in lbs .' '/8 0.69 0.06 '/4 0.81 0.10 3/8 0.95 0.15 k/ '/s 1.12 0.22 3/4 1.31 0.36 1 1.50 0.57 1 '/4 1.75 0.87 A 1 1/2 1.94 1.16 40 •••�.. \\� 2 2.25 1.81 ll ♦♦ 2 1/22.70 3.23 A \\\' 3 3.08 4.82 Lk■■&\ 4 3.79 8.41 6 5.13 19.96 45° ELBOW Size A Weight in In lbs '/e 0.63 0.06 fie, 1/4 0.73 0.11 \ 3/8 0.80 0.14 ,1 1/2 0.20 4''1 % 0.98 0.32 1 1.12 0.50 1 '/4 1.29 0.76 1 Ys 1.43 1.00 e...\ 2 1.68 1.61 ♦••• \ 2 1/21.95 2.77 • • • �`�\ 4 2.61 6.92 6 3.46 16.31 ICII) ANVIL www.anvilintl.com 7 SPF-3-10 ,II SPF MALLEABLE IRON FITTINGS III Class 150 (Standard) 90° STREET ELBOW Size A B Weight in in in lbs '/a 0.69 1.00 0.05 '/4 0.81 1.19 0.09 3/8 0.95 1.44 0.15 B '/2 1.12 1.63 0.20 - If!fil ��..• ���1� % 1.31 1.89 0.34 4� 1 1.50 2.14 0.58 11 1 1/4 1.75 2.45 0.84 IA , 1 '/2 1.94 2.69 1.12 \;.a\ 2 2.25 3.26 1.85 2 '/2 2.70 3.86 3.28 3 3.08 4.51 5.00 4 3.79 5.69 9.18 45° STREET ELBOW Size A 8 Weight in in in lbs ' 0.63 0.83 0.05 Y4 0.73 0.94 0.08 ,r; I 3/8 0.80 1.03 0.12 4..•°. ' 0.88 1.15 0.18 �., .•: 3/4 0.98 1.29 0.27 1 lo 1 1.12 1.47 0.44 o, 1/4A 1 ' 1.29 1.71 0.70 ARIL 1 1/2 1.43 1.88 0.92 2 1.68 2.22 1.50 CROSS Size A Weight ... d v ,.k 1/4 0.81 0.17 A A 3/8 0.95 0.26 4.■1 I ' 1.12 0.38 fts•+ \�' A 3/4 1.31 0.61 I• I 1 1.50 0.95 ``\ OI A 1 '/4 1.75 1.42 ;■■; I '1 1.94 1.86 2 2.25 2.83 8 www.anvilintt.com ';ANVIL SPF-3.10 III SPF MALLEABLE IRON FITTINGS III Class 150 (Standard) CAP Size A Weight in in Ibs '/8• 0.53 0.03 Y4A 0.63 0.05 3/8 A 0.74 0.07 1/2 0.87 0.11 3/4 0.97 0.18 1 1.16 0.30 1 1/4 1.28 0.44 1itir l 1.33 0.55 � 2 1.45 0.85 .1m + 2 '/2 1.70 1.49 3 1.80 2.20 3 % 1.90 3.02 4 2.08 3.79 6 2.55 8.77 A Supplied in Steel only(Black and Galvanized). TEE SfZe A Weight in in ibs 1/8 0.69 0.09 1/4 0.81 0.14 Vs 0.95 0.21 1/2 1.12 0.31 3/4 1.31 0.50 1 1.50 0.79 1 1/4 1.75 1.19 11,■.t\ 1 , 1.94 1.57 A \` 2 2.25 2.43 1 ‘ 2 '/2 2.70 4.33 1 A ` ���1 3 3.08 6.37 1 p1•111\ 4 3.79 11.03 A 6 5.13 25.98 ANVIL www.anviiintl.com0 9 SPF-3.10 ,II SPF MALLEABLE IRON FITTINGS III Class 150 (Standard) REDUCING TEE Size A B C Weight in in in . in .Iibs '/4 0.97 0.97 0.98 0.24 3/8 1.04 1.04 1.03 0.27 '/z '/z 3/4 1.22 1.22 1.20 0.37 1 1.36 1.36 1.26 0.49 '/z 1.20 1.12 1.22 0.38 1/2 3/4 1.31 1.22 1.31 0.45 1/4 1.05 1.05 1.08 0.36 3/4 3/8 1.12 1.12 1.13 0.39 3/4 '/z 1.20 1.20 1.22 0.43 1 1.45 1.45 1.37 0.62 1/4 1 1.50 1.18 1.50 0.63 Yz 1.26 1.12 1.36 0.48 1/2 3/4 1.37 1.22 1.45 0.56 1 1.50 1.36 1.50 0.67 '/z 1.26 1.20 1.36 0.53 -1--,■■\ , 3/4 3/4 1.37 1.31 1.45 0.61 B 1 \�� 1 1 1.50 1.45 1.50 0.71 I3/8 1.18 1.18 1.27 0.57 I '/z 1.26 1.26 1.36 0.62 A ��`� % 1.37 1.37 1.45 0.69 l \■■\ 1 1 , 1.67 1.67 1.58 0.94 C _ 1 '/z 1.80 1.80 1.65 1.07 2 2.02 2.02 1.73 1.45 1 1.58 1.36 1.67 0.82 1/2 1 '/4 1.75 1.53 1.75 0.95 3/4 1.45 1.31 1.62 0.75 3/4 1 1.58 1.45 1.67 0.87 1 1/4 1.75 1.62 1.75 1.00 '/z 1.34 1.26 1.53 0.74 % 1.45 1.37 1.62 0.82 1 1 '/4 1 1.58 1.50 1.67 0.94 1 1/4 1.75 1.67 1.75 1.08 3/e 1.26 1.26 1.44 0.78 '/z 1.34 1.34 1.53 0.84 % 1.45 145 1.62 0.92 1 '/4 1 1.58 1.58 1.67 1.04 CONTINUED 1 '/z 1.88 1.88 1.82 1.34 ON NEXT PAGE. 2 2.10 2.10 1.90 1.65 10 www.anvilintl.com 0 SPF-3.10 / - III SPF MALLEABLE IRON FITTINGS IIII Class 150 (Standard) REDUCING TEE Size A BC Weight in in in in lbs. 1/2 1 ' 1.94 1.66 1.94 1.24 3/4 3/4 1.50 1.26 1.69 0.86 1 1/2 1.94 1.75 1.94 1.29 1 1.65 1.50 1.80 1.08 1 1 1/4 1.82 1.67 1.88 1.23 1 12 1.94 1.80 1.94 1.35 % 1.52 1.45 1.75 1.04 1 1/21 1.65 1.58 1.80 1.17 1 '/4 1 1/2 1.82 1.75 1.88 1.32 1 ' 1.94 1.88 1.94 1.45 2 2.10 2.10 1.90 1.82 1/2 1.41 1.41 1.66 1.04 3/4 1.52 1.52 1.75 1.14 1 1/2 1 1.65 1.65 1.80 1.27 1 1/4 1.82 1.82 1.88 1.43 2 2.16 2.16 2.02 1.89 1/2 2 2.25 1.88 2.25 1.89 3/4 2 2.25 1.97 2.25 1.93 1 1.81 1.75 1.87 1.39 FIFIR,q 1 2 2.25 2.02 2.25 2.00 B 1 \\v 11/4 1.90 1.75 2.10 1.64 1 1 Y 1 1/22.02 1.88 2.16 1.80 1 2 2.25 2.10 2.25 2.09 1 1.73 1.65 2.02 1.57 A �•%.• 2 1 ,/2 1 1/4 1.90 1.82 2.10 1.71 +I ■■; 1 Y 2.02 1.94 2.16 1.88 2 2.25 2.16 2.25 2.21 C Y2 1.49 1.49 1.88 1.53 3/4 1.60 1.60 1.97 1.63 2 1 1.73 1.73 2.02 1.78 1 3/4 1.90 1.90 2.10 1.97 1 1/2 2.02 2.02 2.16 2.12 2 1/2 2.60 2.60 2.39 3.15 3/4 1.74 1.74 2.32 2.67 1 1.87 1.87 2.37 2.84 21/2 21/2 1 1/4 2.04 2.04 2.45 3.09 1 '/2 2.16 2.16 2.51 3.29 2 2.39 2.39 2.60 3.65 2 2 2.52 2.25 2.89 3.88 % 1.87 1.87 2.61 3.72 1 2.00 2.00 2.66 3.96 3 3 1 1/22.17 2.17 2.74 4.23 1 12 2.29 2.29 2.80 4.45 2 2.52 2.52 2.89 4.90 2 1/2 2.83 2.83 2.99 5.69 2 2.74 2.74 3.41 7.52 4 4 2 12 3.05 3.05 3.51 8.51 3 3.30 3.30 3.60 9.25 /N/lL www.anvitintt.cam( ) 11 SPF-3.10 III SPF MALLEABLE IRON FITTINGS III Class 150 (Standard) Size Dia. Flange Dia. of Bolt Dia. of Bolt Weight FLOOR FLANGE Circle Holes in in in in lbs % 3.37 2.36 .28 0.49 1 3.78 2.80 .28 0.63 ,,.. 1 Ya 4.19 3.17 .28 0.87 11/2 4.59 3.50 .31 1.10 2 5.18 4.01 .31 1.57 COUPLING Size A Weight in in. , ibs '/a 0.96 0.05 '/4 1.06 0.08 3/a 1.16 0.12 '/s 1.34 0.17 3/4 1.52 0.27 1 1.67 0.43 1 1/4 1.93 0.65 1 1/22.15 0.86 Ilk----.11.-12 2.53 1.35 1■■ A 2 Yz 2.88 2.33 .11 11 3 3.18 3.36 4 3.69 5.59 UNIONS Size A Weight (BRASS SEAT) in in ibs 1/8 1.26 0.16 1 1/4 1.46 0.23 - 3/8 1.61 0.33 'h 1.73 0.41 % 1.95 0.60 1 2.07 0.89 Ili 1 1/2 2.26 1.25 \\` 1 Y 2.42 1.76 A ``%\ 2 2.75 2.44 ii. 2 Y2 3.23 3.52 3 3.50 4.34 12 www.anvitintl.com Clibo),,'ANVIL SPE-3.10 III SPF MALLEABLE IRON FITTINGS III Class 150 (Standard) Size A Weight REDUCING COUPLINGS in in ibs '/a x'/e 1.00 0.07 3/e x'/8 1.13 0.09 3/ex% 1.13 0.10 '/2 x'/e 1.25 0.13 '/z x'/4 1.25 0.13 1/2 x 3/e 1.25 0.14 3/4 x'/8 1.44 0.18 3A x'/4 1.44 0.20 3/4x% 1.44 0.21 3/4 x'/2 1.44 0.22 1 x'/2 1.69 0.34 1 x 3/4 1.69 0.36 1 %x 1/2 2.06 0.47 1 '/4x3/4 2.06 0.51 1 %x 1 2.06 0.57 1 '/2xV2 2.31 0.62 ( 1 '/z x 3/4 2.31 0.66 1 '/2x1 2.31 0.73 1111 A 1 '/zx1 '/a 2.31 0.80 \.. 1 '/2 2 x 2.81 0.94 � 2 x 3/4 2.81 0.99 2 x 1 2.81 1.03 2x1 '/4 2.81 1.17 2 x 1 % 2.81 1.25 2 '/2 x 1 '/4 3.25 1.81 21/2x1 % 3.25 1.90 21/2x2 3.25 2.04 3 x 1 3.69 2.48 3x1 '/ 3.69 2.55 3x1 '/2 3.69 2.67 3x2 3.69 2.78 3x2 % 3.69 3.23 4 x 2 4.38 4.43 4x2V2 4.38 4.87 4 x 3 4.38 5.29 PLUGS Size A B C Weight in in in in lbs ., . Solid '/4 0.44 0.28 0.38 0.04 Solid % 0.48 0.31 0.44 0.06 Cored 1/2 0.56 0.38 0.56 0.08 Cored 3/4 0.63 0.44 0.63 0.13 Cored 1 0.75 0.50 0.81 0.20 Cored 1 '/4 0.80 0.56 0.94 0.32 Cored 1 '/2 0.83 0.62 1.13 0.43 Cored 2 0.88 0.68 1.31 0.67 -�/' ��~` Cored 2 Y2 1.07 0.68 1.50 1.11 � '- -' Cored 3 1.13 0.80 1.69 1.53 A I %.,11J� Bar Plu�■� 9 4 1.22 1.00 - 2.71 Bar Plug 6 1.40 1.25 - 4.00 C) .419,IL www.anvilintl.com 13 SPF-3.10 III SPF MALLEABLE IRON FITTINGS III Class 150 (Standard) Size A B S Weight Hex HEX BUSHING in .; in i in in #bs 3/4 x'/2 0.63 0.22 1.15 0.11 outside 1 x Ys 0.75 0.30 1.12 0.18 inside -' -- ` 1 x'/4 0.75 0.30 1.12 0.21 inside 1 x 3/e 0.75 0.30 1.12 0.20 inside 1 x'/2 0.75 0.25 1.42 0.22 outside 1 x 3/4 0.75 0.25 1.42 0.18 outside 1 1/4 x'/4 0.80 0.34 1.12 0.30 inside 1 1/4 x 3/s 0.80 0.34 1.12 0.28 inside 1 '/4 x'/2 0.80 0.34 1.34 0.32 inside 1 1/4 x 3/4 0.80 0.28 1.76 0.37 outside 1 1 x 1 0.80 0.28 1.76 0.30 outside i ��' 1 '/2 x'/4 0.83 0.37 1.12 0.38 inside B �� 1 'h x 3/s 0.83 0.37 1.12 0.38 inside A (.111/ 1 x 1/20.83 0.37 1.34 0.40 inside 1/21 1/2 x 3/4 0.83 0.37 1.63 0.45 inside 1 '/2 x 1 0.83 0.31 2.00 0.46 outside 1 1/4 x 1 1/4 0.83 0.31 2.00 0.31 outside 2 x 1/4 0.88 0.41 1.12 0.54 inside "irk 2 x% 0.880.411.340.56 0.61 inside 2 x 3/4 0.88 0.41 1.63 inside S 2 x 1 0.88 0.41 1.95 0.65 inside 2 x 1 1/40.88 0.34 2.48 0.80 outside 2 x 1 1/4 0.88 0.34 2.48 0.66 outside 2 '/2 x 3/4 1.07 0.44 1.63 0.98 inside 2'/2 x 1 1.07 0.44 1.95 1.04 inside 2 1 x 1 1/4 1.07 0.44 2.39 1.10 inside 2 1/4 x 1 '/2 1.07 0.44 2.68 1.38 outside 2 1/2 x 2 1.07 0.37 2.98 0.97 outside 3 x 1 1.13 0.48 1.95 1.48 inside 3 x 1 1/4 1.13 0.48 2.39 1.57 inside 3 x 1 1/4 1.13 0.48 2.68 1.62 inside 3 x 2 1.13 0.48 3.28 2.10 outside 3 x 2 1/4 1.13 0.40 3.86 1.84 outside 3 '/2 x 3 1.18 0.43 4.62 2.10 outside 4 x 3/4 1.22 0.67 1.63 2.48 inside 4 x 1 1.22 0.60 1.95 2.60 inside 4 x 1 1/4 1.22 0.60 2.39 2.74 inside 4 x 1 'h 1.22 0.60 2.68 2.81 inside 4 x 2 1.22 0.60 3.28 2.91 inside 4 x 2 1/4 1.22 0.60 3.86 2.98 inside 4 x 3 1.22 0.50 4.62 2.93 outside 14 www.anvilintl.com ANVIL SPF-3.10 III SPF MALLEABLE IRON FITTINGS 1111 Class 300 (Extra Heavy) STANDARDS & SPECIFICATIONS _.'Malleable Iron . ed Fittings Dimensional: Fittings: ASME B16.3 Unions: ASME B 16.39 Bushings/Plugs: ASME B 16.14 /" Material: ASTM A-197 _ Galvanizing: ASTM A-153 (Hot Dip Galvanizing) " ` : Threading: ASME B 1.20.1 Pressure Rating: Fittings: ASME B 16.3 Unions: ASME B 16.39 eta, Bushings/Plugs: ASME B 16.14 Pressure Testing: All malleable iron fittings are tested for through wall porosity using an air under water process. Agency Approvals: All malleable iron fittings and unions are UL Listed and FM Approved. 90° ELBOW Size A Weight tn in lbs u .; '/a 0.94 0.20 S31, 3/a 1.06 0.29 1/2 1.25 0.47 ' 3/4 1.44 0.66 1 1.63 1.20 1 1/4 1.94 1.90 A 1 1/2 2.13 2.50 '.'•.• 2 2.50 4.20 %.i /�i l 2 Y2 2.94 5.30 A AM 3 3.38 9.70 4 4.50 16.00 90° REDUCING ELBOW a Sizeat B Weight s B 1/2 x 3/a 1.19 1.19 0.41 �•-��'AMMO, 1 x /4 1.50 1.56 1.00 0 ° www.anvilintl.com �� 15 SPF-3.10 11111 SPF MALLEABLE IRON FITTINGS ill Class 300 (Extra Heavy) 90° STREET ELBOW SlZe A B Weight in in n lbs Ya 0.94 1.44 0.17 3/s 1.06 1.63 0.26 1/2 1.25 2.00 0.40 3/4 1.44 2.19 0.68 1 1.63 2.56 1.10 'i1 1 '/a 1.94 2.88 1.60 1 11����� 1 1/2 2.13 3.13 2.20 r .I ♦♦ Ill I 2 2.50 3.69 3.60 A----] 3 3.38 5.13 9.60 45° ELBOW Size A Weight n in lbs '/a 0.81 0.19 _. 3 0.88 1.28 ' 1.00 0.43 3/4 1.13 0.66 1 1.31 1.00 1 IA 1.50 1.70 1 '/z 1.69 2.10 / G 2 2.00 3.40 / ♦i 011.1 11_ ______A 3 2.50 8.10 4 2.81 13.00 16 www.anvilintl.com ° SPF-3.10 1�1��nL Ill SPF MALLEABLE IRON FITTINGS III Class 300 (Extra Heavy) Size A Weight CAP in.... in lbs '/4 0.78 0.10 3/a 0.81 0.15 1/2 1.00 2.23 3/4 1.06 0.35 1 1.25 0.58 ��� "�� A � 1141.38 0.94 --ik 1 1 '/2 1.44 1.20 2 1.69 1.90 2 1/2 2.06 3.30 3 2.19 4.70 Size A Weight TEE In ro ibs 1/4 1.31 0.27 2 3/a 1.06 0.42 ° ' 1.25 0.65 a 3/4 1.44 1.10 1 1.63 1.60 1 1/4 1.94 2.50 �A ---1 11/2 2.13 3.40 2 2.50 5.20 111.1.1 2 Y 2.94 8.00 3 3.38 13.00 l 4 4.50 24.00 Cli) 4/14 � www.anvilintl.com 17 SPF-3.10 III SPF MALLEABLE IRON FITTINGS III Class 300 (Extra Heavy) REDUCING TEE Size A B C Weight in in in in 3/4 3/4 1/2 1.31 1.31 1.38 0.90 '/3 1.44 1.44 1.50 1.30 1 1 3/4 1.50 1.50 1.56 1.30 '/3 1.50 1.50 1.69 1.70 1 Y4 1 % 3/4 1.63 1.63 1.75 1.90 1 1.75 1.75 1.81 2.10 '/z 1.63 1.63 1.81 2.30 3/4 1.69 1.69 1.88 2.50 1 Ys 1 '/s 1.--A B--1 1 1.81 1.81 2.00 2.60 1 1/4 2.00 2.00 2.06 3.00 11111111i 1/21.81 1.75 2.06 3.40 ingirill 3/41.81 1.81 2.13 3.60 2 2 1 2.00 2.00 2.25 4.00 // ff 11/4 2.13 2.13 2.31 4.20 1 1/2 2.25 2.25 2.38 4.60 21 2 1/2 2 2.69 2.69 2.75 7.60 3 3 2 2.81 2.81 3.13 9.60 Size A Weight COUPLING in in lbs % 1.38 0.17 - - <-- :'' % 1.63 0.26 'h 1.88 0.42 % 2.13 0.65 1 2.38 0.99 1 3/4 2.88 1.60 11/2 2.88 2.00 ■■� -1 2 3.63 3.20 ..\_t 2 1/2 4.13 5.50 3 4.13 7.30 18 www.anvilintl.cam CI) AN III; SPF-3.10 Ill SPF MALLEABLE IRON FITTINGS 1111 Class 300 (Extra Heavy) REDUCING COUPLINGS S1Ze A Weight inin lbs 3/8 x 1/4 1.44 0.21 r . - Ys x'/4 1.69 0.31 '/2x3/8 1.69 0.34 3/4x% 1.75 0.47 %x'/2 1.75 0.50 1x1/2 2.00 0.71 1 x 3/4 2.00 0.79 1 V4 x'/2 2.38 1.10 11/4x% 2.38 1.20 1 1/4 x 1 2.38 1.30 11/2x1/2 2.69 1.50 1 x 3/4 2.69 1.60 (i '/2--1) A 1 '/2 x 1 2.69 1.60 \ -0'� 1 '/2x1 '/4 2.69 1.80 ��\ l 2x12 3.19 2.40 2 x 3/4 3.19 2.40 2 x 1 3.19 2.50 2x11/4 3.19 2.70 2x11/2 3.19 2.70 2Y2x1 '/2 3.69 4.10 2V2x2 3.69 4.30 3 x 2 4.06 5.80 3x21/2 4.06 6.50 4 x 3 4.38 10.00 UNIONS Size A Weight (BRASS SEAT) in '/e 1.31 0.14 h 'A 1.81 0.47 t1 3/e 1.81 0.43 1/2 2.06 0.53 3/4 2.25 0.80 1 2.56 1.30 1 1/4 2.75 1.60 Ill. 1 1/2 3.00 2.10 \ 2 3.38 3.50 % '\ ` 21/2 3.88 5.00 i•u 4 4.88 18.00 www.anvilintl.comC) 19 SPF-3.10 * ANVIL Corporate Offices Anvil International Worldwide N T E rt N AT l o N A L 110 Corporate Drive, Suite 10 CUStomer Service Center Building Connections That Last P.O. Box 3180 Tel: 708-885-3000 Portsmouth, NH 03801-3180 Fax: 708-534-5441 Tel: 603-422-8000 Fax: 603-422-8033 E-mail: webmaster@anvilintl.com U.S. REGIONAL SERVICE CENTERS Northern Region Southern Region Regional Distribution &Customer Service Center Regional Distribution &Customer Service Center SERVICING: Illinois, Indiana, Iowa, Kentucky, Michigan, SERVICING: Alabama, Arkansas, Kansas, Louisiana, Minnesota, Nebraska, North and South Dakota, Ohio, Mississippi, Missouri, Oklahoma, Tennessee, Texas West Pennsylvania, West Virginia, Wisconsin 1401 Valley View Lane, Suite 150 750 Central Avenue Irving, TX 75061 University Park, IL 60484 Tel: 972 871 1206 Tel: 708-885-3000 Fax: 972-641-8946 Fax: 708-534-5441 Toll Free: 1-800-451-4414 Toll Free: 1-800-301-2701 Eastern Region Western Region Regional Distribution Center Regional Distribution Center SERVICING: Connecticut, Delaware, Florida, Georgia, Maine, SERVICING: Alaska, Arizona, California, Colorado, Hawaii, Maryland, Massachusetts, New Hampshire, New Jersey, Idaho, Montana, Nevada, New Mexico, Oregon, Utah, New York, North and South Carolina, East Pennsylvania, Washington, Wyoming Rhode Island, Vermont, Virginia 1385 Greg Street 800 Malleable Road Sparks, NV 89431 Columbia, PA 17512 CANADA SERVICE CENTER INTERNATIONAL SALES Anvil International Canada Europe and Middle East Region Mexico, Puerto Rico and Customer Service Center Latin America Rick van Meesen, Sales Director 390 Second Avenue The Netherlands Abraham Quilada, Sales Manager P.O. Box 40 rvanmeesen@anvilintl.com aquijada@anvilintl.com Simcoe, Ontario N3Y 4K9 Tel: +3 1-5 3-5725570 Tel: +1-281-590-4600 Tel: 519 426 4551 Fax: +3 1-5 3-5725579 Fax: 519 426 5509 U.S. Customer Service U.S. Customer Service Tel: +1-708-885-3000 Tel: +1-708-885-3000 Fax: +1-708-534-5441 Fax: +1-708-534-5441 BUILDING CONNECTIONS THAT LAST `c 7illri41,Cr 3' ©Catawissa APA11.ass Era- =tom {( i L+� www.anvilinti.com #622/Printed in USA/®Copyright 2010 Revision Date:3.16.10 P P011ER VSR VANE TYPE WATERFLOW The Symbol of Protection ALARM SWITCH WITH RETARD UL,CUL and CSFM Listed,FM Approved,LPCBApproved,For CE Marked(EN12259-5)/VdS Approved model use VSR-EU Service Pressure: 450 PSI(31 BAR)-UL Flow Sensitivity Range for Signal: 4-10 GPM(15-38 LPM)-UL Maximum Surge: 18 FPS(5.5 m/s) Contact Ratings: Two sets of SPDT(Form C) 10.0 Amps at 125/250VAC 2.0 Amps at 30VDC Resistive 10 mAmps min.at 24VDC Conduit Entrances: Two knockouts provided for t/2"conduit. Individual switch compartments suitable for dissimilar voltages. '` Environmental Specifications: • NEMA 4/IP54 Rated Enclosure suitable for indoor or outdoor use with factory installed gasket and die-cast housing when used with appropriate conduit fitting. • Temperature Range: 40°F-120°F,(4.5°C-49°C)-UL • Non-corrosive sleeve factory installed in saddle. Service Use: Automatic Sprinkler NFPA-13 Specifications subject to change without notice. One or two family dwelling NFPA-13D Ordering Information Residential occupancy up to four stories NFPA-13R Nominal Pipe Size Model Part Number National Fire Alarm Code NFPA-72 2" DN50 VSR-2 1144402 2 1/2" DN65 VSR-2 1/2 1144425 3" DN80 VSR-3 1144403 • Installation must be performed by qualified personnel and in accordance with all national and local codes and ordinances. 3 1/2" - VSR-3 1/2 1144435 • Shock hazard.Disconnect power source before servicing.Serious 4" DN100 VSR-4 1144404 injury or death could result. • Risk of explosion.Not for use in hazardous locations.Serious 5" - VSR-5 1144405 injury or death could result. 6" DN150 VSR-6 1144406 8" DN200 VSR-8 1144408 CAUTION Optional: Cover Tamper Switch Kit,stock no.0090148 Waterflow switches that are monitoring wet pipe sprinkler systems shall Replaceable Components:Retard/Switch Assembly,stock no.1029030 not be used as the sole initiating device to discharge AFFF,deluge, or chemical suppression systems. Waterfiow switches used for this application may result in unintended discharges caused by surges, trapped air,or short retard times. Important: This document contains important information on the installation and operation of the VSR waterflow switches. Please read all instructions carefully before beginning installation. A copy of this document is required by NFPA 72 to be maintained on site. General Information Enclosure The Model VSR is a vane type waterflow switch for use on wet sprinkler The VSR switches and retard device are enclosed in a general purpose, systems.It is UL Listed for use on a steel pipe;schedules 5 through 40, die-cast housing. The cover is held in place with two tamper resistant sizes 2"-6"and is UL Listed and FM Approved for use on steel pipe; screws which require a special key for removal. A field installable schedules 10 through 40,sizes 2"thru 8"(50 mm thru 200 mm).LPC cover tamper switch is available as an option which may be used approved sizes are 2"thru 8" (50 mm thru 200 mm). See Ordering to indicate unauthorized removal of the cover. See bulletin number Information chart. 5401103 for installation instructions of this switch. The VSR may also be used as a sectional waterflow detector on large systems.The VSR contains two single pole,double throw,snap action switches and an adjustable,instantly recycling pneumatic retard. The switches are actuated when a flow of 10 GPM(38 LPM)or more occurs downstream of the device. The flow condition must exist for a period of time necessary to overcome the selected retard period. Potter Electric Signal Company, LLC • St. Louis, MO • Phone: 866-956-1211/Canada 888-882-1833 • www.pottersignal.com PRINTED IN USA MFG.#5401146-REV M PAGE I OF 4 11/15 P POTTER VSR VANE TYPE WATERFLOW ® The Symbol of Protection ALARM SWITCH WITH RETARD Installation (see Fig. 1) These devices may be mounted on horizontal or vertical pipe. On horizontal pipe they shall be installed on the top side of the pipe where they will be accessible. The device should not be installed within 6"(15 cm)of a fitting which changes the direction of the waterflow or within 24" (60 cm)of a valve or drain. NOTE:Do not leave cover off for an extended period of time. Drain the system and drill a hole in the pipe using a hole saw in a slow speed drill(see Fig. 1).Clean the inside pipe of all growth or other material for a distance equal to the pipe diameter on either side of the hole.Roll the vane so that it may be inserted into the hole;do not bend or crease it.Insert the vane so that the arrow on the saddle points in the direction of the waterflow.Take care not to damage the non-corrosive bushing in the saddle.The bushing should fit inside the hole in the pipe.Install the saddle strap and tighten nuts alternately to required torque (see the chart in Fig. 1).The vane must not rub the inside of the pipe or bind in any way. A CAUTION Do not trim the paddle.Failure to follow these instructions may prevent the device from operating and will void the warranty.Do not obstruct or otherwise prevent the trip stem of the flow switch from moving when water flows as this could damage the flow switch and prevent an alarm.If an alarm is not desired,a qualified technician should disable the alarm system. Fig.1 Retard Adjustment VE COM OFF FOR -. I AANONEXTENDED PERIOD OFTIME The delay can be adjusted by rotating the retard adjustment knob from „I %� 0 to the max setting(60-90 seconds).The time delay should be set at .l i=4''" ',1'", the minimum required to prevent false alarms •, TIGHTEN NUTS �,�`r ri I '�► ALTERNATELY „ r,:0 j CAUTION \, ( Hole must be drilled perpendicular to the pipe and vertically centered. --_ ( �/ Refer to the Compatible Pipe/Installation Requirements chart for size. ll ` Correct Incorrect / MOUNT ON PIPE SO i ��V4 1 POINTS IN DIRECTION 1111111 1.10100011111°- OF WATERFLOW O d -4)--0 (3 Y ROLL PADDLE IN 111 50mm I DIRECTION OF OPPOSITE DIRECTION AnnrreR \ ADAPTER WATERFLOW OF WATERFLOW I (Flowing water activates Zomm*Zmm MAX. device in one direction only.) DN50 ONLY 1.....) USE(2)5180162 ADAPTERS AS SHOWN ABOVE DIM 11.46-11 DWO#IIA61F Compatible Pipe/Installation Requirements Model Nominal Pipe Nominal Pipe Pipe Wall Thickness Hole Size U-Bolt Nuts Size O.D. Lightwall Schedule 10(UL) Schedule 40(UL) BS-I387(LPC) DN(VDS) Torque inch mm inch mm inch mm inch mm inch mm inch mm inch mm inch mm ft-lb n-m VSR-2 2 DN50 2.375 60.3 .065 1.651 0.109 2.77 0.154 3.91 0.142 3.6 0.091 2.3 125+.125/- VSR-21/2 2.5 - 2.875 73.0 .084 2.134 0.120 3.05 0.203 5.16 - - - - 33.0+2.0 .062 VSR-2 1/2 - DN65 3.000 76.1 - - - - - - 0.142 3.6 0.102 2.6 VSR-3 3 DN80 3.500 88.9 .083 2.108 0.120 3.05 0.216 5.49 0.157 4.0 0.114 2.9 VSR-3 1/2 3.5 - 4.000 101.6 - - 0.120 3.05 0.226 5.74 - - - - 20 27 VSR-4 4 DN100 4.500 114.3 .084 2.134 0.120 3.05 0.237 6.02 0.177 4.5 0.126 3.2 2.00 2.125 50.8+2.0 VSR-5 5 - 5.563 141.3 - - 0.134 3.40 0.258 6.55 - - - - VSR-6 6 DN150 6.625 168.3 .115 2.921 0.134 3.40 0.280 7.11 0.197 5.0 0.157 4.0 VSR-8 8 DN200 8.625 219.1 - - 0.148 3.76 0.322 8.18 0.248 6.3 0.177 4.5 NOTE:For copper or plastic pipe use Model VSR-CF. PRINTED IN USA MFG.#5401146-REV M PAGE 2 OF 4 11/15 P POTTER VSR VANE TYPE WATERFLOW • The Symbol of Protection ALARM SWITCH WITH RETARD Fig.2 Fig.3 Fig.4 Switch Terminal Connections Clamping To remove knockouts:Place scaewddver at Break out thin section of cover when Plate Terminal inside edge of knockouts,not in the center, wiring both switches from one conduit entrance. �.! ' 411 � LI AP F-704S',•, �1 DWG.n,.a I6 1 ����/ An=insulated section of a le conductor should not be looped�/\ / I f�,- �i1' around the terminal and serve twos to connections. The �� �>I/ 1 wire must be severed,thereby providing supervision of the NOTICE \ / connection in the event that the wire become dislodged from under \��` DMK 1146-13 the teal. Failure to sever the wire may render the device Do not drill into the base as this creates Nii,42-5inoperable risking severe property damage and loss of life. metal shavings which can create 10 Do not strip wire beyond 3/8"of length or expose an uninsulated electrical hazards and damage the ' conductor beyond the edge of the terminal block.When using device.Drilling voids the warranty stranded wire,capture all strands under the clamping plate. CONNECTOR Fig.5 Typical Electrical Connections NEUTRAL FROM BREAKER NEUTRAL FROM BELL BELL , O m.y )BREAKER Notes: a MI""UNE FROM BREAKER 8, P- EOL(End OfUne Resistor) 1. The Model VSR has two switches,one can be used to operate a central station,proprietary or remote signaling unit,while the other contact II;I _ is used to operate a local audible or visual annunciator. _ — 2. For supervised circuits,see"Switch Terminal Connections" ��_�_�_I I,I II:_!c h drawing and warning note(Fig.4). �� NOTE: �,• When connecting to a UL Usted control panel,use the pants �� , �� Igor value for circuit supervision. i;Oss ___Esssssic Pam:. Y I•~. Testing The frequency of inspection and testing for the Model VSR and its associated protective monitoring system shall be in accordance with applicable NFPA Codes and Standards and/or the authority having jurisdiction(manufacturer recommends quarterly or more frequently). If provided,the inspector's test valve shall always be used for test purposes.If there are no provisions for testing the operation of the flow detection device on the system,application of the VSR is not recommended or advisable. A minimum flow of 10 GPM(38 LPM)is required to activate this device. NOTICE Advise the person responsible for testing of the fire protection system that this system must be tested in accordance with the testing instructions. Fig.6 Mounting Dimensions 5.56 m Fig.7 3.50 in 2.00 in (141.2mm) (89.0 mm) (50.8 ram) GREEN GROUND ( })MI�--1 .iZ, SCREWS 234 I �I, I 59.4 mm • A e &i'l ,„ U-BOLT NUT PrED1A.+5.25m �� :� U-BOLT WASHER •o'—`imi (+133.4 mm) Fin l,` PIPE SADDLE I1J PiJ..�7i [CH'', PLASTIC PADDLE •1!1 1 t I IT', ��n�=ip1q�$ DWD.„K,4 1 —�'o it. � U-BOLT NOMINAL PIPE DIA.+1.75 in(+44.5 MM)FOR DN 50—DN 65 2-2.5 in -= e� NOMINAL PIPE DIA.+2.125 in(+54.0 MM)FOR DN 80—DN 200 3-811 (TWO 1146-15 PRINTED IN USA MFG.#5401146-REV M PAGE 3 OF 4 11/15 P POTTER VSR VANE TYPE WATERFLOW ® The Symbol of Protection ALARM SWITCH WITH RETARD Maintenance Inspect detectors monthly. If leaks are found,replace the detector. The VSR waterflow switch should provide years of trouble-free service. The retard and switch assembly are easily field replaceable.In the unlikely event that either component does not perform properly,please order replacement retard switch assembly stock#1029030(see Fig.8).There is no maintenance required,only periodic testing and inspection. Retard/Switch Assembly Replacement(See Fig.8) NOTICE The Retard/Switch Assembly is field-replaceable without draining the system or removing the waterflow switch from the pipe 1. Make sure the fire alarm zone or circuit connected to the waterflow switch is bypassed or otherwise taken out of service. 2. Disconnect the power source for local bell(if applicable). 3. Identify and remove all wires from the waterflow switch. 4. Remove the(2)mounting screws holding retard/switch assembly to the base.Do not remove the(2)retard housing screws. 5. Remove the retard assembly by lifting it straight up over the tripstem. 6. Install the new retard assembly.Make sure the locating pins on the retard/switch assembly fit into the locating pin bosses on the base. 7. Re-install the(2)original mounting screws. 8. Reconnect all wires.Perform a flow test and place the system back in service. Fig,g REMOVE(2)ORIGINAL MOUNTING SCREWS HOLDING RETARD/SWITCH ASSEMBLY TO BASE INies BREAKOUTTHIN SECTION OF COVER WHEN WIRING BOTH SWITCHES FROM ONE CONDUIT ENTRANCE. (2)ORIGINAL MOUNTING I CREWS RETARD/SWITCH ASSEMBLY 1 / r /�1 7 • II R. ' I (2)LOCATING PINS/I I _ I I I DO NOT REMOVE I �' I(,, (2)LOCATING PIN 1 ' (2)RETARD HOUSING I '■/1 1 BOSSES IN BASE \ SCREWS :��t.�� l���.,IPi 'rill _ III II { ;+ � BAS /Yoi' Air III�� '`` �dtr pe.q � i►� DWG#1146-10 Removal of Waterfow Switch • To prevent accidental water damage,all control valves should be shut tight and the system completely drained before waterflow detectors are removed or replaced. • Turn off electrical power to the detector,then disconnect wiring. • Loosen nuts and remove U-bolts. • Gently lift the saddle far enough to get your fingers under it. With your fingers,roll the vane so it will fit through the hole while continuing to lift the waterflow detector saddle. • Lift detector clear of pipe. PRINTED IN USA MFG.#5401146-REV M PAGE 4 OF 4 11/15 P p rniPOTTE11. BELLS • The Symbol of Protection PBA AC&MBA-DC Features • Listed for indoor and outdoor use • Outdoor use requires BBK-1 or HC-BB weatherproof back box • Indoor use mounts directly to standard 4"box • Low current draw • High dB output • AC and DC models • DC models are motor driven,polarized,and have built in transient protection for supervised alarm circuits • Available in 6",8"and 10"sizes UL ® (0 ) APPROVED *ULC on MBA-DC Only Description Technical Specifications These vibrating type bells are designed for use as fire or general Dimensions 6"(150mm),8"(200mm)and 10"(250mm) signaling devices.They have low power consumption and high decibel Cover:steer Finish:Red Powder Coat ratings.The unit mounts on a standard 4"(101mm)square electrical Base non-corrosive composite material sure box for indoor use or on a model BBK-1 or HC-BB weatherproofiO All parts have corrosion resistant finishes backbox for outdoor applications.Weatherproof backbox model BBK- Model sax-1 or RC-BB weatherproofs backbox(optional) 1 or HC-BB,Stock No. 1500001. 24VAC Voltages Available 120VAC Notes 12VDC(10.2 to 15.6)Polaris 24VDC(20.4 to 31.2)Polarized 1. Minimum dB ratings are calculated from integrated sound pressure Indoor or outdoor use(See Note 1) measurements made at Underwriters Laboratories as specified in vi1D"IDeII� -40°to 150°F(-40°to 66°C) Limitations UL Standard 464. UL temperature range is-30°to 150°F(-34°to (Outdoor use requires weatherproof backbox.) 66°C) AC Bells-4 No.18 AWG stranded wires Termination DC Bells-Terminal strip 2. Typical dB ratings are calculated from measurements made with a conventional sound level meter and are indicative of output levels Service Use NFPA 13,72,local AID in an actual installation. 3. ULC only applies to MBA DC bells. *Specifications subject to change without notice. Size incites Voltage Model Stock Current Typical dB at Minimum dB at (mm) Number Number (Max) 10 ft.(3m)(2) 10 ft.(3m)(I) 6(150) 12VDC MBA-6-12 1750070 .12A 85 76 • Installation must be performed by qualified personnel and in accordance with all 8(200) 12VDC MBA-8-12 1750080 .12A 90 national and local codes and ordinances. • Shock hazard.Disconnect power source before servicing.Serious injury or death 10(250) 12VDC MBA-10-12 1750060 .12A 92 78 could result. 6(150) 24VDC MBA-6-24 1750100 .06A 87 77 • Risk of explosion.Not for use in hazardous locations.Serious injury or death 8(200) 24VDC MBA-8-24 1750110 .06A 91 79 could result. 10(250) 24VDC MBA-10-24 1750090 .06A 94 80 6(150) 24VAC PBA246 1806024• .17A 91 78 8(200) 24VAC PBA248 1808024* .I7A 94 77 10(250) 24VAC PBA2410 1810024* .17A 94 78 In outdoor or wet installations,bell must be mounted with weatherproof backbox, 6(150) 120VAC PBA1206 1806120* .05A 92 83 BBBK• osure If the bell and/or Standard assemblylel ectrical boxes will not provide a weatherproof 8(200) 120VAC PBA1208 1808120* .05A 99 84 exposed to moisture,it may fail or create an electrical hazard. 10(250) 120VAC PBA12010 1810120* .05A 99 86 All DC bells are polarized and have built-in transient protection. *Does not have ULC listing. Potter Electric Signal Company, LLC • St. Louis, MO • Phone: 800-325-3936 • www.pottersignal.com 5400776-REVZ • 11/17 PAGE 1OF2 P POTTER BELLS • The Symbol of Protection PBA AC&MBA—DC Installation 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. 1. Remove the gong. 2. Connect wiring(see Fig.3). 3. Mount bell mechanism to backbox(bell mechanism must be mounted with the striker pointing down). 4. Reinstall the gong(be sure that the gong positioning pin,in the mechanism housing,is in the hole in the gong). 5. Test all bells for proper operation and observe that they can be heard where required(bells must be heard in all areas as designated by the authority having jurisdiction). Weatherproof Backbox Dimensions Inches (mm) Failure to install striker down will prevent bell from ringing. MODEL BBK-1 OR HC-BB Fig 2 Bell Dimension Inches (mm) ri_ Lft Fig 1 5 3/4" 0 3 3/a" 5" (146 rem) � (86 mm) (@7 mm) La_ 10" [ ],) J(2SOrnrn) l" —}} (200 mm) 6„ I I — `� (150 mm) J (41 mm) : — J �'®) 4 1/4" -- 108 mm) 2 11/16" n��0 (68 mm) owax ns.l / o D o / Wiring Rear View Fig 3 D.C. BELLS (OBSERVE POLARITY) A.C, BELLS RED (IN) RED (OUT) WHITE (IN) WHITE (OUT) FROM CONTROL PANEL ripil TO NEXT BELL FROM CONTROL PANEL �,OR 10 OR ENO-OF-UNE OR ,1' PRECEDING BELL RESISTOR PRECEDING BELL BLACK (IN) _�' BLACK (OUT) BLACK (IN) �' BLACK (OUT) 111111111 CAUTION; CAUTION; WHEN ELECTRICAL SUPERVISION IS REQUIRED USE IN ANO OUT LEADS AS SHOWN. WHEN ELECTRICAL SUPERVISION IS REQUIRED USE IN AND OUT LEADS AS SHOWN- NOTES: NOTES: 1. OBSERVE POLARITY TO RING D.C. BELLS. 1. WHEN USING A.C. BELLS, TERMINATE EACH EXTRA WIRE SEPERATELY 2. RED WIRES POSITIVE(+). AFTER LAST BELL. 3. BLACK WIRES NEGATIVE(-). 2. END-OF-LINE RESISTOR IS NOT REQUIRED ON AC BELLS . 4. EOL RESISTOR IS SUPPLIED BY FIRE ALARM CONTROL PANEL Potter Electric Signal Company, LLC • St. Louis, MO • Phone: 800-325-3936 • www.pottersignal.com 5400776-REV Z • 11/17 PAGE 2 OF 2 115 Standard Duty Loop Hanger ate, �� _. .. 1.' tc $ N;SI 'I is B A The 115 Standard Duty Loop Hanger,part of the CADDY®line of fasteners and supports from ERICO, 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) Material:Steel (2141110> Finish:Pregalvanized C US APPROVED Outer Rod Size Static Load Part Number Pipe Size Diameter RS A B C F Certifications OD 1150050EG 1/2" 0.840" 3/8" 2 13/16' 11/8' 1" 300 lb cULus 1150075EG 3/4" 1.050" 3/8" 3" 1 3/16' 15/16" 300 lb cULus,FM 1150100EG 1" 1.315' 3/8' 3 1/4' 1 3/8' 15/16" 300 lb cULus,FM 1150125EG 1 1/4" 1.660" 3/8" 3 9/16' 1 1/2" 15/16" 300 lb 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 9/16" 2 13/16' 1 9/16" 525 lb cULus,FM 1150300EG 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" 913/16" 43/4' 21/4' 1,000 lb 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 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 ERICO products shall be installed and used only as indicated in ERICO's product instruction sheets and training materials.Instruction sheets are available at www.erico.com and from your ERICO customer service representative.Improper installation,misuse,misapplication or other failure to completely follow ERICO's instructions and warnings may cause product malfunction, property damage,serious bodily injury and death. Copyright©2014 ERICO International Corporation.All rights reserved. CADDY,CADWELD,CRITEC,ERICO,ERIFLEX,ERITECH,and LENTON are registered trademarks of ERICO International Corporation. n+ CADDY. ERIC©• ...egg§01.L) 510 C.P.V.C. - STEEL - COPPER HANGER ED I 0) SIZE-3/4"thru 3"pipe. MATERIAL-Carbon Steel. FINISH-Mil.Galvanized. LISTINGS- c®us EX 4231,EX 2551 FUNCTION-Hanger/restrainer on C.P.V.C.,Copper or Steel pipe. INSTALLATION- Per N.F.P.A. 13, 13R and 13D on top,bottom or side of beam. Space by pipe type. xanger/Restrainer 'Ts On copper-insulate pipe S FASTENERS-UL Listed per NFPA 13. in WOOD: 3/4"-3"CPVC pipe-#905 screw-no pre-drill. 3/4"-2"Copper pipe-#905 screw-no pre-drill. 3/4"-2"Steel pipe- 1/4"x11/2"lag screw-no pre-drill. 0) Stabilize-Only in STEEL: 3/4"-3"CPVC pipe- 1/4"or#14 Tek Screw. 3/4"-2"Copper pipe- 1/4"or#14 Tek Screw. 3/4"-2"Steel pipe- 1/4"or#14 Tek Screw. FEATURES *Offset edge eliminates abrasion. *Retainer dimples secure hanger to pipe during installation. *Required AFCON#905 screw has 5/16"hex head-included. ORDERING-Part#and pipe size. *CAN ALSO BE USED TO REPLACE-#500 Pipe Strap #520 Tin Strap 04/03 .e4: 7c&z 511 PIPE / C.P.V.C. HANGER SIDE MOUNT 444 I II H Side View SIZE-3/4"thru 2"pipe. As Hanger on Metal Stud MATERIAL-Carbon Steel. FINISH-Mil.Galvanized. LISTINGS- KO EX 4231 c us EX 2551 v ` FUNCTION-Use on C.P.V.C.or Copper piping installed per N.F.P.A. 13, 13R and 13D. Acts as a hanger and or restrainer. INSTALLATION-Install on top or bottom of beam. Hanger spacing by pipe type-per NFPA 13. NOTE:On copper-insulate pipe. UL listed fasteners tested per NFPA 13,as follows. IN WOOD: CPVC and Copper Pipe-#905 listed screw furnished with product. 0.1% IN STEEL: CPVC and Copper Pipe- 1/4"or#14 Tek Screw. FEATURES *Offset edge eliminates abrasion. *Retainer dimples secure hanger to pipe during installation. *Required#905 screw has 5/16 hex head- needs no pre-drilling. ORDERING-Part#and pipe size. 1 Front View As Hanger on Metal Stud 12/02 513 PIPE / C.P.V.C. HANGER SINGLE FASTENER 0 SIZE-3/4"thru 2"pipe. MATERIAL-Carbon Steel. FINISH-Mil.Galvanized. LISTINGS- ® EX 4231 c us EX 2551 FUNCTION-Use on C.P.V.C.,Copper or Steel piping installed per N.F.P.A. 13, Hanger o 13R and 13D.Hanger when tab is up and fastener in horizontal position. Restrainer when tab is down and fastener in horizontal position. ( INSTALLATION- Install on side of beam. Can install on top of beam to stabilize pipe. a Restrainer Hanger spacing by pipe type-per NFPA 13. NOTE:On copper-insulate pipe. UL listed fasteners tested per NFPA 13,as follows. IN WOOD: Stabilize-Only CPVC and Copper Pipe-#905 listed screw furnished with product. Steel- 1/4"xl 1/2"lag screw-needs no pre-drilling. IN STEEL: CPVC,Copper and Steel Pipe- 1/4"or#14 Tek Screw. IN CONCRETE: CPVC,Copper and Steel Pipe-Shot type fasteners, "Only when installed prior to pipe insertion". FEATURES *Offset edge eliminates abrasion. *Required#905 screw has 5/16 hex head- needs no pre-drilling. ORDERING-Part#and pipe size. 12/02 .47.471§§.§7 514 OFFSET C.P.V.C. - STEEL - COPPER HANGER "M 1,1 • SIZE-3/4"thru 2"pipe. MATERIAL-Carbon Steel. amilommimmommomi FINISH-Mil.Galvanized.. ��Ir, LISTINGS- c u us EX 4231,EX 2551 PATENT-No.6,648,278. FUNCTION- To support horizontal piping-C.P.V.C.,Copper or Steel. Hanger and restrainer in listed mounting positions-Top,Bottom or Side. o a - 4 Provides stability on vertical piping. INSTALLATION- Per N.F.P.A 13, 13R and 13D on 4 top,bottom or side of building element.Space by pipe type. a On 3/8"wood web use#906 backing nuts.-see drawing. Snap over pipe then squeeze strap back allowing pipe to slide freely. FASTENERS-UL Listed per NFPA 13 (MY in WOOD: CPVC pipe-#905 screw-no pre-drill. Copper pipe- #905 screw- no pre-drill. Steel pipe- 1/4"xl 1/2"lag screw- no pre-drill. in STEEL: CPVC pipe- 1/4"or#14 Tek Screw. Copper pipe- 1/4"or#14 Tek Screw. FEATURES l pipe- 1/4"or#14 Tek Screw. a4-yD * 1 1/2"Offset. ■ *3/4"and 1"pipe size made with common center-line. =- *Leg design produces superior strength. MIN *Offset edge eliminates abrasion. _■ -I *Required AFCON#905 screw has 5/16"hex head- included 1111 ORDERING-Part#and pipe size. AFCON#906 sold separately. 4/04 V V TOLCO www.tolco.com NIBCO• Revision 3/10/2010 Fig. 909 - No-Thread Swivel Sway Brace Attachment C uL US Size Range — 1" bracing pipe. For brace pipe sizes larger than 1", Component of State of use TOLCO Fig.980. California OSHPD Approved Seismic Restraints System Material — Carbon Steel, hardened cone point engaging screw '/ __ Function — The structural component of a sway and seismic bracing � v.r system. ,� z, tititi , Features — This product's design incorporates a concentric - i attachment opening which is critical to the performance of structural wt \ , `.. seismic connections. NFPA 13(2010)9.3.5.8.4 indicates clearly that 4 fastener table load values are based only on concentric loading. No , t H threading of the bracing pipe is required. Open design allows for easy � 1 \\ ',K� inspection of pipe engagement. Application Note — The Fig. 909 is used in conjunction with the A r , TOLCO Fig. 1000, Fig. 1001, Fig. 4(A)or Fig. 4L pipe clamp, and ` B joined together with bracing pipe. Sway brace assemblies are intend- ed to be installed in accordance with NFPA 13(or TOLCO State of California OSHPD Approved Seismic Restraint Manual)and the manufacturer's installation instructions. The required type, number and size of fasteners used for the structure attachment fitting shall be in accordance with NFPA 13 and/or OSHPD. Approvals — Underwriters Laboratories Listed in the USA(UL) and Canada(cUL). Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development(OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Installation Instructions — The Fig. 909 is the structural or transi- tional attachment component of a longitudinal or lateral sway brace assembly. It is intended to be combined with the "bracing pipe" and TOLCO "braced pipe" attachment, Fig. 1000, 1001, 4A,4B or 4L to form a complete bracing assembly. NFPA 13 and/or OSHPD guidelines should be followed. To Install — Place the Fig. 909 onto the bracing pipe. Tighten the set bolt until head bottoms out on surface. Attachment can pivot for adjustment to proper brace angle. Finish — Plain Note — Available in Electro-Galvanized and HDG finish. Order By — Figure number, pipe size and finish. Dimensions•Weights Hole Size Max.Design. Max.Design Load Approx. Pipe Size A B H* Load Lbs. Lbs.w/Washer WtJ100 1 6 1% 17/32 2015 2765 91 * Available with hole sizes to accommodate up to 3/4°fastener. Consult Factory. TOLCO®brand bracing components are desgined to be compatible ONLY with other TOLCO®brand bracing components,resulting in a Listed seismic bracing assembly. DISCLAIMER— NIBCO does NOT warrant against the failure of TOLCO®brand bracing components,in the instance that such TOLCO®brand bracing components are used in combination with products,parts or systems which are not manufactured or sold under the TOLCO®brand. NIBCO shall NOT be liable under any circumstance for any direct or indirect,incidental or consequential damages of any kind,including but not limited to loss of business or profit,where non-TOLCO brand bracing components have been,or are used. OFACE/MNNUFACTURING FROM•1375 SAMPSON AVE.•CORONA,CA 92879•PH: 951.737.5599•FAX: 951.737.0330 CUSTOMER SERVICE•800.786.5266 wwwcoew V TDLC J www.tolco.com NIBCO Revision 1,21,2011 Fig. 980 - Universal Swivel Sway Brace Attachment COus LISTED Size Range — One size fits bracing pipe 1"thru 2",TOLCO 12 gauge channel,and all structural steel up to 1/4"thick. Material — Carbon Steel Component of State of Function — Multi-functional attachment to structure or 2 California is OSHPD Approveded seismic Restraints System braced pipe fitting. Features — This product's design incorporates a concen- tric attachment opening which is critical to the performance H of structural seismic connections. NFPA 13(2010)9.3.5.8.4 indicates clearly that fastener table load values are based only on concentric loading. Mounts to any surface angle. Break off bolt head assures verification of proper installation. Installation — The Fig.980 is the structural or transitional A ^` attachment component of a longitudinal or lateral sway brace assembly. It is intended to be combined with the B "bracing pipe" and TOLCO "braced pipe" attachment, Fig. 1000, 1001, 2002,4L, 4A or 4B to form a complete bracing assembly. NFPA 13 and/or OSHPD guidelines should be followed. To install — Place the Fig. 980 onto the "bracing pipe". Tighten the set bolt until set bolt head breaks off. Attachment can pivot for adjustment to proper brace angle. Approvals — Underwriters Laboratories Listed in the USA(UL)and Canada(cUL). Approved by Factory Mutual Engineering(FM). Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development(OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Note — The Fig.980 Swivel Attachment and the Fig. 1001, Fig. 1000, Fig. 2002, Fig. 4A, Fig. 4B or Fig. 4L Pipe Clamp make up a sway brace system of UL Listed attachments and bracing materials which satisfies the require- ments of Underwriters' Laboratories and the National Fire Protection Association(NFPA) Finish — Plain 45i ` Note — Available in Electra-Galvanized finish. Order By — Figure number and finish. Pat.#6,273,372,Pat.#6,517,030, Pat.#6,953,174, rt Pat.#6,708,930,Pat.#7,191,987,Pat.#7441,730, , f y r Pat.#7,669,806 Lateral Brace Dimensions•Weights Max.Design Max.Design Approx• A B H* Load Lbs. Load Lbs.** WtJ100 (cULus) (FM) 51/a 17/32 2765 2800 132 * Available with hole sizes to accommodate up to 3/4'fastener. Consult factory. **The loads listed are axial loads on the brace.The horizontal load capacity,H,of the brace is:H=F x sin 0,where 0 is the installation angle measured from the vertical. TOLCO®brand bracing components are desgined to be compatible ONLY with other TOLCO®brand bracing components,resulting in a Listed seismic bracing assembly. DISCLAIMER— NIBCO does NOT warrant against the failure of TOLCO®brand bracing components,in the instance that such TOLCO®brand bracing components are used in combination with products,parts or systems which are not manufactured or sold under the TOLCO®brand. NIBCO shall NOT be liable under any circumstance for any direct or indirect,incidental or consequential damages of any kind,including but not limited to loss of business or profit,where non-TOLCO brand bracing components have been,or are used. OFRCE/MANUFACTURING FACIUiY•1375 SAMPSON AVE.•CORONA,CA 92879•PH:951.737.5599•FAX: 951.737.0330 CUSTOMER SERVICE•800.786.5266 150 wwwvo%acom UTOLCO www.tolco.com NIBCO Revision 5/27/2008 Component of State of Fig. 1000 - "Fast Clamp" Sway Brace Attachment California OSHPD Approved Seismic Restraints System Size Range — Pipe size to be braced: 1"thru 6" Schedule 10 thru 40 IPS.* Pipe size used for bracing: 1" and 1' ' Schedule 40 0 LISTED IPS. US *Additionally(UL)approved for use to brace Schedule 7 sprinkler pipe up to 4" (maximum horizontal design load .,. , 655 lbs.) Torque requirement 6 — 8 ft. lbs. Material — Carbon Steel Function — For bracing pipe against sway and seismic disturbance. The pipe attachment component of a sway brace sys- tem: Fig. 1000 is used in conjunction with a TOLCO Fig.900 Series Fitting and joined together with bracing pipe per NFPA 13*or TOLCO OSHPD Approved Seismic Manual, forming a complete sway brace assembly. Features — Field adjustable, making critical pre-engineering of I bracing pipe unnecessary. Unique design requires no threading of bracing pipe. Can be used as a component of a 4-way riser brace. Can be used as longitudinal brace with Fig.907. Comes assembled # and individually packaged with illustrated installation instructions — sizes are clearly marked. Steel leaf spring insert provided to , assure installer and inspector necessary minimum torque has been achieved. Installation — The Fig. 1000 is the'braced pipe" attachment component of a lateral sway brace assembly. It is intended to be Maximum Design Load combined with the"bracing pipe" and TOLCO structural attach- 1" thru 4" pipe size — 2015 lbs. ment component, Fig.980,910 or 909 to form a complete bracing 6" size — 1265 lbs. assembly. Follow NFPA 13 and/or OSHPD guidelines. To Install — Place the Fig. 1000 over the pipe to be braced, insert bracing pipe through opening leaving a minimum of 1"extension. FM Approved Design Loads* Brace pipe can be installed on top or bottom of pipe to be braced. 1" -21A" -600 lbs. Tighten hex nuts until leaf spring is flat. It is recommended that the 3" -4" -700 lbs. brace angle be adjusted before hex nuts are fully tightened. Approvals — Underwriters Laboratories Listed in the USA(UL) and Canada(cUL). Approved by Factory Mutual Engineering(FM). Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load,spacing and placement informa- tion relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. r' Application Note — Position Fast Clamp and tighten two hex nuts until leaf spring flattens. A minimum of 1" pipe extension beyond the Fig. 1000 is recommended. Finish — Plain Note — Available in Electra-Galvanized and HDG finish or Stainless Steel materials. Order By — Order first by pipe size to be braced,followed by pipe size used for bracing,figure number and finish. Lateral Brace TOLCO®brand bracing components are desgined to be compatible ONLY with other TOLCO®brand bracing components,resulting in a Listed seismic bracing assembly. DISCLAIMER— NIBCO does NOT warrant against the failure of TOLCO®brand bracing components,in the instance that such TOLCO®brand bracing components are used in combination with products,parts or systems which are not manufactured or sold under the TOLCO®brand. NIBCO shall NOT be liable under any circumstance for any direct or indirect,incidental or consequential damages of any kind,including but not limited to loss of business or profit,where non-TOLCO brand bracing components have been,or are used. OFRCEIMANUFACTIJ1JNG FACILITY•1375 SAMPSON AVE.•CORONA CA 92879•PH: 951 737 5599•FAX: 951.737.0330 CUSTOMER SERVICE•800.706.5266 www.telce cent 1"DLCJ www.tolco.com IMIBCO Revision 12/3/2008 Fig. 1001 - Sway Brace Attachment Component of State of C uL US LISTED California OSHPD Approved Size Range — Pipe size to be braced: 21/2" thru 8" IPS.* Pipe size Seismic Restraints System used for bracing: 1" and 1 t/4" Schedule 40 IPS. ,. Material — Carbon Steel Function — For bracing pipe against sway and seismic distur- bance. The pipe attachment component of a sway brace system: The Fig. 1001 is used in conjunction with a TOLCO 900 Series fitting and joined together with bracing pipe per NFPA 13, forming a com- plete sway brace assembly. Features — Can be used to brace schedules 7 through 40 IPS. Field adjustable, making critical pre-engineering of bracing pipe length unnecessary. Unique design requires no threading of brac- ing pipe. Can be used as a component of a four-way riser brace. Comes assembled and ready for installation. Fig. 1001 has built-in visual verification of correct installation. See installation note below. Installation Note — Position Fig. 1001 over the pipe to be braced and tighten two hex head cone point set bolts until heads bottom out. A minimum of 1" pipe extension is recommended. Brace pipe can be installed on top or bottom of pipe to be braced. Approvals — Underwriters Laboratories Listed in the USA(UL) Maximum Design Load and Canada(cUL). Sch. 7 - 1600 lbs. ( ) Approved by Factory Mutual Engineering (FM). Sch. 10&40 w/1" Brace Pipe-2015 lbs. Included in our Seismic Restraints Catalog approved by the State Sch. 10&40 w/1'/a" Brace Pipe-27651bs. of California Office of Statewide Health Planning and Development (OSHPD). For additional load. spacing and placement information relating to OSHPD projects. please refer to the TOLCO Seismic FM Approved Design Loads* Restraint Systems Guidelines. 2�/2" -2400 lbs. Finish — Plain 3" -4" -2500 lbs. Note — Available in Electro-Galvanized and HDG finish. 5" -8" - 1500 lbs. Order By — Indicate pipe size to be braced followed by pipe size used for bracing,figure number and finish. Important Note — The Fig. 1001 is precision manufactured to perform its function as a critical component of a complete brac- ing assembly. To ensure performance.the UL Listing requires that the Fig.1001 must be used only with other TOLCO bracing products. The Fig 1001 is not intended for use with the Fig.907 4-Way Longitudinal Brace Attachment. l i717 ' 7 ., ti i ,;'-1) ® OFRCENAANUFACTURING FACR,RY•1375 SAMPSON AVE•CORONA,CA 92879•PH:951.737.5599•FAX 951.737.0330 CUSTOMER SERVICE•800.786.5266 wwwlolco com ini TOLCO www.tolco.com NIBCO Revision 10/15/2008 Component of State of Fig. 4A - Pipe Clamp for Sway Bracing California OSHPD Approved C U)US LISTED Seismic Restraints System Size Range — 4" thru 8" pipe. For sizes smaller than 4" use TOLCO®Fig. 4. B Material — Carbon Steel ,- Function — For bracing pipe against sway and seismic disturbance. "` Approvals — Underwriters' Laboratories Listed in the USA(UL)and Canada (cUL)4"thru 8". Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). Installation Instructions — The Fig. 4A is the "braced pipe" attachment -I f%� �� A component of a longitudinal, lateral or riser brace assembly. It is intended to be combined with the "bracing pipe" and TOLCO transitional and structural � attachment component(s)to form a complete bracing assembly. NFPA 13 '�J~ i" and/or OSHPD guidelines should be followed. To install — Place the Fig.4A over the pipe to be braced. Attach TOLCO transitional fitting, either Fig. 980, 910 or 909,to the clamp ears. Tighten f bolts and nuts;torque requirement is a minimum of 50 ft. lbs. Transitional fit- ting attachment can pivot for adjustment to proper brace angle. C Finish — Plain t. Note — Available in Electro-Galvanized and HDG finish or Stainless Steel materials. Order By — Figure number, pipe size and finish ..7<//' f G ;;ap- 1 tit,„.. ", Fig. 4A - Longitudinal Brace Fig. 4A - Lateral Brace TOLCO®brand bracing components are desgined to be compatible ONLY with other TOLCO®brand bracing components,resulting in a Listed seismic bracing assembly. DISCLAIMER—NIBCO does NOT warrant against the failure of TOLCO®brand bracing components,in the instance that such TOLCO®brand bracing components are used in combination with products,parts or systems which are not manufactured or sold under the TOLCO®brand. NIBCO shall NOT be liable under any circumstance for any direct or indirect,incidental or consequential damages of any kind, including but not limited to loss of business or profit,where non-TOLCO brand bracing components have been,or are used. Dimensions•Weights Pipe A B C D Bolt Size Max.Horizontal Approx. Sizes Design Load WtJ100 4 8% 9/16 3% 31r%v 1/2 2015 221 5 9* 9/16 3% 4% 1/2 2015 253 6 11 1h 5/8 5 51A 1/2 2015 513 8 131/a 3/4 611/16 6% 1/2 2015 601 ® OFRCE/MANUFACTURING FACRJTY•1375 SAMPSON AVE•CORONA,CA 92879•PH:951.737.5599•FAX 951.737.0330 CUSTOMER SERVICE•800.786.5266 wwwtoleo com UTOLCO www.tolco.com NIBCO` Revision 4/7/2011 Fig. 4L c®USTED Longitudinal "In-Line" Sway Brace Attachment 41> Size Range — 2" through 8" IPS. Material — Carbon Steel Function — For bracing pipe against sway and seismic disturbance. - — f Approvals — Underwriter's Laboratories Listed in the USA(UL)and Canada(cUL)2" -8". 'Approved by Factory Mutual Engineering(FM), �-- 21/2" -8" pipe. "t� --4', IN-,\\ Installation Instructions — The Fig. 4L is the "braced pipe" attachment component of a longitudinal sway brace assembly. It is intended to be Q ' A combined with the "bracing pipe" and TOLCO structural attachment component to form a complete bracing assembly. NFPA 13 and/or I ---- i OSHPD guidelines should be followed. To Install — Place the Fig.4L over the pipe to be braced and tighten y bolts. Then engage "bracing pipe" into jaw opening and tighten set bolt until hex head snaps off. Jaw attachment can pivot for adjustment to proper brace angle. -. —K___ ----t Finish — Plain d,.---- .....-' Note — Available in Electra-Galvanized and HDG finish. Order By — Figure number, pipe size and finish. ,. 0 4-Way Riser Brace I f (Plan view) V l Dimensions•Weights 1 Max.Rec. *Max Rec. PP Sizes A C D Bolt Lbs. Load Lbs. A rox. Size (cULus) (FM) WtJ100 Longitudinal Brace 21 646 21 2% 1/2 2015 3000 253 3 7 2% 33/6 1/2 2015 1550 268 4 81h 3% 3146 1/2 2015 1550 348 5 9* 31 4% 1/2 2015 1450 380 6 111h 5 51/8 1/2 2015 1450 640 8 131/a 5% 5% 1/2 2015 1450 728 *Load shown is allowable with brace installed,between 30°-90°.No reduction of load based on brace angle is required. FM approved when used with 1',1 1/a",1 l/e"or 2'Sch.40 brace pipe. TOLCO®brand bracing components are designed to be compatible ONLY with other TOLCO®brand bracing components,resulting in a Listed seismic bracing assembly. DISCLAIMER—NIBCO does NOT warrant against the failure of TOLCO®brand bracing components,in the instance that such TOLCO®brand bracing components are used in combination with products,parts or systems which are not manufactured or sold under the TOLCO®brand. NIBCO shall NOT be liable under any circumstance for any direct or indirect,incidental or consequential damages of any kind, including but not limited to loss of business or profit,where non-TOLCO brand bracing components have been,or are used. ® O E/MANUFACTURING FACRITY•1375 SAMPSON AVE•CORONA,CA 92879•PH:951.737.5599•FAX 951.737.0330 CUSTOMER SERVICE•800.786.5266 wwww.toka con UTosco www.tolco.com NIECO' Revision 1/21/2011 Fig. 800 - Adjustable Sway Brace Attachment to Steel c u� �LISTED Size Range — 4"thru 18" beam width Material — Carbon Steel Function — Seismic brace attachment to steel. Component of state of Califomia OSHPD Approved Features — This product's design incorporates a concentric attachment Seismic Restraints System point which is critical to the performance of structural seismic connections. NFPA 13 indicates the importance of concentric loading of connections and fasteners. Permits secure connection to steel where drilling and/or - ram, welding of brace connection could present structural issues. r Installation Instructions — The Fig. 800 is the structural attachment corn- ponent of a longitudinal or lateral sway brace assembly. It is intended to be combined with a TOLCO transitional attachment, "bracing pipe" and a CI '*' TOLCO "braced pipe" attachment to form a complete bracing assembly. NFPA 13 and/or OSHPD guidelines should be followed. i y. To Install — Place the Fig. 800 on the steel beam, tighten the cone point set bolts on flange until bolt heads break off. Tighten hex head bolts into clamp body until lock washers are fully flat. Attach other TOLCO tran- ,, sitional attachment fitting, Fig. 909, 910, 980 or 986. Transitional fitting attachment can pivot for adjustment to proper brace angle. ,.. � Approvals — Underwriters Laboratories Listed in the USA(UL)and it �. ( Canada(cUL). Approved by Factory Mutual Engineering(FM). Included in f_.... :1 %` ' r our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development(OSHPD). For additional is _-- --z--� , load, spacing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Finish — Plain , SHOWN WITH FIG.98C Note — Available in Electro-Galvanized and HDG finish. BRACE FITTING TO PIPE BRACE Order By — Figure number,type number and size number. (ACROSS BEAM) Dimensions•Weights Max.Design Loads/Lbs.(cULus) Max.Design Load Lbs.(FM)* Fits Beam Along Across Along Across �'< Size Range(In.) Beam Beam Beam Beam-. 1 4-6 1265 2015 2800 2800 r-. .-? r 2 6-8 1265 2015 2800 2800 ti a- = r 3 8-10 1265 2015 2800 2800 4 10-12 1265 2015 2800 2800 5 12-14 1265 2015 2800 2800 11 i 6 14-16 1265 2015 2800 2800 ,� 7 16-18 1265 2015 2800 2800 Dimensions•Weights Max.Design Loads/Lbs.(cULus) Max.Design Load Lbs.(FM)* SHOWN WITH FIG. }8{1 Flange Thickness Along Across Along Across BRACE FITTING TO TYPO Max.(In.) Beam Beam Beam Beam PIPE BRACE (ALONG BEAM) 1 3/4 1265 2015 2800 2800 2 1Y4 1265 2015 2800 2800 *The loads listed are axial loads on the brace.The horizontal load capacity,H,of the brace is:H=F x sin 0,where 0 is the installation angle measured from the vertical. TOLCO®brand bracing components are desgined to be compatible ONLY with other TOLCO®brand bracing components,resulting in a Listed seismic bracing assembly. DISCLAIMER—NIBCO does NOT warrant against the failure of TOLCO®brand bracing components,in the instance that such TOLCO®brand bracing components are used in combination with products,parts or systems which are not manufactured or sold under the TOLCO®brand. NIBCO shall NOT be liable under any circumstance for any direct or indirect,incidental or consequential damages of any kind, including but not limited to loss of business or profit,where non-TOLCO brand bracing components have been,or are used. OFFICEIMANUFACTIMING FACILITY•1375 SAMPSON AVE.•CORONA,CA 92879•PH: 951 737 5599•FAX 951.737.0330 CUSTOMER SERVICE•800 786 52661111 wwnvtolcacao V TOLco www.tolco.com NIBCO Revision 1/21/2011 Component of Fig. 825 - Bar Joist Sway Brace Attachment CaliforniaP Did cOOS USTE0 Seismic Restraints System Size Range — One size accommodates all TOLCO Fig.900 Series sway brace attachments. Maximum Horizontal Design Load 2015 lbs. E• Material — Carbon Steel Function — To attach sway bracing and hanger assemblies to steel open web 3/8" structural members. Features — This product's design incorporates a concentric attachment point which is critical to the performance of structural seismic connections. NFPA 13 indicates the importance of concentric loading of connections and fasteners. Permits secure non-friction connection without drilling or welding. Unique design reinforces point of connection to joist. Break off head bolt design assures verification of proper instal- lation c ' lation torque(min. 31 ft.-lbs.). Approvals — Underwriters Laboratories Listed in the USA(UL)and Canada(cUL). � r Approved by Factory Mutual Engineering(FM). Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning ands.-' Development(OSHPD). For additional load,spacing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Maximum Design Load 2015 Lbs. Installation Instructions —The Fig.825 is the structural attachment component Weight/100 237.5 Lbs. of a longitudinal or lateral sway brace assembly. It is intended to be combined with a TOLCO transitional attachment, °bracing pipe" and a TOLCO "braced pipe" UL Listed as Hanger Attachment attachment,to form a complete bracing assembly. NFPA 13 and/or OSHPD guide- 6" Pipe Max. lines should be followed. To Install — Place the Fig. 825 on the steel beam,tighten the cone point set bolts FM Approved Design Loads* until bolt heads break off. Attach other TOLCO transitional attachment fitting, Fig. 2900-Across Beam 909, 910,980 or 986. Transitional fitting attachment can pivot for adjustment to 1350-Along Beam proper brace angle. Important Structural Note: The TOLCO Fig.825 has significant UL established design loads, however,struc- tural issues related to the steel joist member require restricted location installation for all bracing. Steel Joist Manufacturers require that all earthquake bracing connections be , within 6" of the cord panel point. Installation of the Fig. 825 must be limited to the outer third sections of the joist span. For instal- lations within the center third section of the joist span, use UL Listed TOLCO Fig. 825A. - Finish — Plain, Electro-Galvanized and HDG Order By— Figure number and finish US Patent#6,098,942, Canada Patent#2,286,659 af,yv.tc *The loads listed are axial loads on the brace. The horizontal load capacity,H,of the brace is:H=F x sin 8,where 0 is the installation angle measured from the vertical. TOLCO®brand bracing components are desgined to be compatible ONLY with other TOLCO®brand bracing components,resulting in a Listed seismic bracing assembly. DISCLAIMER—NIBCO does NOT warrant against the failure of TOLCO®brand bracing components,in the instance that such TOLCO®brand bracing components are used in combination with products,parts or systems which are not manufactured or sold under the TOLCO®brand. NIBCO shall NOT be liable under any circumstance for any direct or indirect,incidental or consequential damages of any kind, including but not limited to loss of business or profit,where non-TOLCO brand bracing components have been,or are used. ® OFRCEARAMFACTIMING FACRlTY•1375 SAMPSON AVE.•CORONA,CA 92879•PH: 951.737.5599•FAX: 951.737.0330 CUSTOAAER SERVICE•800.786.5266 wwxctohocom U TOLCO www.tolco.com NIBCO• Revision 12/3/2008 Fig. 825A - Bar Joist Sway Brace Attachment c0 US LISTED Size Range — One size accommodates all TOLCO Fig. 900 Series sway brace attachments. Maximum Horizontal Design Load 1265 lbs. 3/8" Material — Carbon Steel =� Function — To attach sway bracing to steel open web structural mem- bers. Features — This product's design incorporates a concentric attachment point which is critical to the performance of structural seismic connec- tions. NFPA 13 indicates the importance of concentric loading of con- nections and fasteners. Permits secure non-friction connection without drilling or welding. Unique design reinforces point of connection to joist. ,r j Break off head bolt design assures verification of proper installation. Approvals — Underwriter's Laboratories Listed in the USA(UL)and y , Canada(cUL). For additional load, spacing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint ✓ fTT Systems Guidelines. Installation Instructions — The Fig. 825A is the structural attachment component of a longitudinal or lateral sway brace assembly. It is intended to be combined with a TOLCO transitional attachment, "bracing pipe" Maximum Design Load 1265 Lbs. and a TOLCO "braced pipe" attachment to form a complete bracing assembly. NFPA 13 and/or OSHPD guidelines should be followed. To Install — Place the Fig. 825A on Bar joist shown attached the steel beam,tighten the cone point to various roof materials set bolts until bolt heads break off. -- s°Max. Attach other TOLCO transitional attach- _ ___,__ _ ment fitting, Fig. 909, 910,980 or 986. Transitional fitting attachment can pivot for adjustment to proper brace angle. Important Structural Note: ,' The TOLCO Fig. 825A has significant UL established design loads, however, Shown with Fig.980 structural issues related to the steel joist member require restricted location installation for all bracing. Steel Joist Manufacturers require that all earth- quake bracing connections be within ivot in 6" of the cord panel point. Installation I any direction of the Fig. 825A is not restricted to4 the two outer third sections of the joist. For greater design loads, refer to TOLCO Fig. 825. Finish — Plain Order By — Figure number and finish Patent#6,098,942 TOLCO®brand bracing components are desgined to be compatible ONLY with other TOLCO®brand bracing components,resulting in a Listed seismic bracing assembly. DISCLAIMER— NIBCO does NOT warrant against the failure of TOLCO®brand bracing components,in the instance that such TOLCO®brand bracing components are used in combination with products,parts or systems which are not manufactured or sold under the TOLCO®brand. NIBCO shall NOT be liable under any circumstance for any direct or indirect,incidental or consequential damages of any kind,including but not limited to loss of business or profit,where non-TOLCO brand bracing components have been,or are used. OFFICE/MAMUFACTORING FACILITY•1375 SAMPSON AVE.•CORONA,CA 92879•PH:951.737.5599•MAX 951.737.0330 CUSTOMER SERVICE•800.786.5266111 www.telaa.eae (1,:g)TOLCO' a PATENT PENDING Fig. 828 Universal 4) Sway Brace Attachment APPLICATIONS • Used for attaching seismic '' bracing to various structural members, �'"' , ' including wide flange beams,I-beams, C-channel, welded steel trusses, etc... it« , • Compatible with all TOLCO seismic swivel fittings FEATURES4111. • TOLCO engineered break-off head bolts for visual verification of proper installation • 2015 lbs. load across and Ofir. along the beam if • Stable 3 point attachment MATERIALS&CONSTRUCTION r �=P I • Carbon Steel-available in Plain or Electro-Galvanized finish c VL us LISTED jg if F828-0310 0 2010 NIRCO INC.,All Rights Reserved. www.toIco.com Printed in USA 0 TOLCO® www.tolco.com a nrano cf NIBCO' Fig. 828 - Universal Sway Brace Attachment COBS MIS Size Range — One size accommodates all TOLCO Fig. 900 Series sway . I brace attachments. Maximum Horizontal Design Load 2015 lbs. Fits from •II �,,.. 3/8"to 7/8"thk. steel structure.*For sizes less then 3/8"thk. refer to Fig. Cone point 825 or Fig. 825A. set bons°A• Material — Carbon Steel Function — To attach sway bracing to various types of steel structural - _ members. Features — Permits secure non-friction connection without drilling or — welding. Unique design allows offset placement on Wide flange beam, `, I-beam, C-channel, open web,welded steel trusses, etc... Secures brace i to structure either across or along the beam. Break-off bolts allow for visual verification of proper installation torque. _ Approvals — Underwriters Laboratories Listed in the USA(UL) and Canada(cUL). —1, Installation Instructions — The Fig. 828 is the structural attachment component of a longitudinal or lateral sway brace assembly. It is intended _ to be combined with a TOLCO transitional attachment, "bracing pipe" and � a TOLCO "braced pipe" attachment,to form a complete bracing assem- Cone point bly. NFPA 13 and/or OSHPD guidelines should be followed. , set bon•e• To Install — Place the Fig. 828 on flange of the beam,truss or girder. Be .' sure the attachment is fully engaged to the rear of the opening.Tighten the cone point set bolts(A) until the heads break off.Tighten the cone point set bolt(B) until the head breaks off. Remove the flange nut from set bolt(B). Install a TOLCO swivel fitting(FG 909, 910, 980, Maximum Design Load across beam 2015 Lbs. 986). Use flange nut to secure the swivel fitting. Maximum Design Load along beam 2015 Lbs. Finish — Plain and Electra-Galvanized Weight/100 284 Lbs. Order By — Figure number and finish US Patent#6,098,942, Canada Patent#2,286,659 Beor am,gird trussr Beam,truss or girder 0 il Fig.828— o- tt J dr.//,. .j W I I I Oa si;;1 — — KU! E—Fig.828 F..s , J�)`g� May pivot in May pivot in ,--' , / k anydirection �>5/1 any direction �, Shown with i/ Fig.986 i \Shown with / ;\ Fig.986 SIDE VIEW"A" `,-`\> SIDE VIEW"B" TOLCO®brand bracing components are desgined to be compatible ONLY with other TOLCO®brand bracing components,resulting in a Listed seismic bracing assembly. DISCLAIMER—NIBCO does NOT warrant against the failure of TOLCO®brand bracing components,in the instance that such TOLCO®brand bracing components are used in combination with products,parts or systems which are not manufactured or sold under the TOLCO®brand. NIBCO shall NOT be liable under any circumstance for any direct or indirect,incidental or consequential damages of any kind, including but not limited to loss of business or profit,where non-TOLCO brand bracing components have been,or are used. ® OFRCEIMMIIUFACMUN6 FACUdn/•1375 SAM,SON AVE.•CORONA.CA 92879•PH: 951.737.5599•FAX 951.737.0330 CUSTOMER SERVICE•800.786.5266 wwrxfeko caw U TOLCO www.tolco.com NIBCQ Revision 3/10/2010 Fig. 75 - Swivel Attachment c0 US LISTED Size Range—3/8" Rod Attachment Material — Carbon Steel Function — There are three recommended applications for �� this product: May be used as a Branch Line Restraint for structural attachment to anchor bolt, beam clamp, etc. May be used in a pitched or sloped roof application,to meet requirements of NFPA 13(2010)9.1.2.6. May be used as an upper attachment with short hanger rod to omit seismic bracing(per UBC97). Approvals — Underwriters' Laboratories Listed in the USA ,_:114 (UL)and Canada(cUL)to support up to 4" pipe. Meets lib requirements of Uniform Building Code(UBC) 1997 Table 0, Section 3.B. t% Finish — Electro-Galvanized Order By — Figure number PATENT PENDING 4S5, r. �' Ka,*w;F :al ?olCOP6 9y.,.:�Ef.- —T%L'CFr .6,t1: t" u .r'P �H.Rrtvi � a T,CFt,e4 �� OD II I F T�OF3..S,: ` ' ' n STi6CHEf T pp dRE30 ROD S.,,c. :g.RENT RE A?S ,aCOF 59«ii + 9lof3'c s 1vER HtE,J R l ?C G7 .3 2:SUP,C,E RES'RAtER � CO f18 a IA'6LINE' 4;US ALE'POMACE( Maybe used as a structural attachment component of a Maybe used as an per attachment with shot hanger rod to ornd , Maybe used with a pitched roof appication,to meet requaements branch line restraint sesmic bracing(per UBC97). i of NFPA 13(2002)Sec 9.1.2.5. ® OFRCEIMANUFACTURING FUMY•1375 SAMPSON AVE•CORONA,CA 92879•PH:951.737.5599•FAX 951.737.0330 CUSTOM SERVICE•800.786.5266 wwnxtofcacom F1ll`Ti Product information High-performance intumescent firestop sealant FS-ONE MAX Applications ilt ■ For effectively sealing most common through penetrations in a variety ;., of base materials • For use on concrete,masonry and drywall *, > I II Mixed and multiple penetrations II Metal pipe penetrations:copper,steel and EMT ;,; • Insulated metal pipe penetrations:steel and copper r , • Plastic pipe penetrations:closed or vented * Advantages ■ US-produced:"Buy American"compliant• One product for a variety of common through penetrations ■ Cost-effective,easy-to-use solution IN Water-based and paintable Technical data • Industry-leading VOC results Chemical basis Water-based acrylic dispersion • Ethylene glycol-free Approx.Density 84.3 lb/ft3 Color Red FBIApplication temperature range 41-104°F mrrxeorrAn-" Approx.cure timelj 4 mm/3 days rat Temperature resistance range -4 to 212°F rw..rara Chemical Mold and mildew Mold and mildew performance Class 0(ASTM G21-96) resistant resistant Mold and mildew resistance Yes ® 4y$siP% FOR SE ION THROU H PENETRATION Surface burning characteristics Flame spread:0 UL 723(ASTM E84 FIRESTOP SYSTEMS ) Smoke development:10 C US SEE UL FIRE RESISTANCE DIRECTORY US Arrnoveo 66Y70 Tested In accordance with UL 1479,ASTM E814,ASTM E84, CAN/ULC-S115,ASTM G21,ASTM E90 Intertek California State fire marshal approval CSFM Listing 4485-1200:0108 for FS-ONE MAX Intumescent Firestop Sealant Expansion ratio(unrestricted,up to) 1:5 'I at 75°F/24°C,50%relative humidity IM1i16:1rill y, Fs UNIL MAX. Order Designation Package Content Item number FS-ONE MAX 20oz foil(3 case+disp) 1x Foil pack dispenser manual CS 270-P1,75x Firestop sealant FS-ONE MAX 20 oz foil 3530252 FS-ONE MAX 10oz tube(1 case) 12x Firestop sealant FS-ONE MAX 10 oz cartridge 3530249 FS-ONE MAX 5 gallon(18 pails) 18x Firestop sealant FS-ONE MAX 5 gallon pail 3530263 FS-ONE MAX 20oz foil(1 case) 25x Firestop sealant FS-ONE MAX 20 oz foil 3530250 FS-ONE MAX 20oz foil(3 cases) 75x Firestop sealant FS-ONE MAX 20 oz foil 3530251 FS-ONE MAX 20oz Foll-Pallet 600x FSONE-MAX 20 oz foil,290x Bulk Shipping Condition 3534713 FS-ONE MAX 10 oz cartridge 2101531 m FS-ONE MAX 5 gallon pail 2101533 co G N Hilti. Outperform. Outlast. Hilti,Inc.(USA)1-800-879-8000 I www.us.hilti.com I en espanol 1-800-879-5000 I Hilti(Canada)Corp.1-800-363-4458 I www.hilti.ca OFFICE COPY PATRIOT 4708 NE MINNEHAHA ST FIRE PROTECTION VANCOUVER,WA 98661 TEL(360)699-4403 FAX(360)699-4485 ��$$ C I iG�OF TIG;&:RD BUi..U11's`wY 4il':.,'x`r ls7ik hamj 'ton St . Apts . HYDRAULIC CALCULATIONS JOB #31-1587 AprII G, 2023 TACOMA,WA OFFICE www, atriotfire.corn SPOKANE,WA OFFICE TEL(253)926-2290 PATRIFP099CF TEL(509)926-3428 FAX(253)922-6150 FAX(509)926-3708 HYDRAULIC CALCULATIONS FOR HAMPTON ST. APT. STANDPIPE FILE NUMBER: 31-1587 DATE: APR 6, 2023 -DESIGN DATA- OCCUPANCY CLASSIFICATION: Class I Wet Standpipe DENSITY: (3) 250 GPM H.V. @ 100 PSI AREA OF APPLICATION: Stairs A (500 GPM) & B (250 GPM) NUMBER OF HOSE VALVES CALCULATED: (2) Stair A Roof & (1) Stair B Level 5 TOTAL HOSE VALVE WATER FLOW REQUIRED: 750 GPM TOTAL WATER REQUIRED (including hose) : 1000 GPM FLOW AND PRESSURE (@ FDC) : 750 gpm @ 154.4 psi HOSE VALVE SIZE: 2.5 inch Hose NAME OF CONTRACTOR: PATRIOT FIRE PROTECTION DESIGN/LAYOUT BY: JACOB TRENDA AUTHORITY HAVING JURISDICTION: CITY OF TIGARD CONTRACTOR CERTIFICATION NUMBER: 70822 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 64620537 ) HRS SYSTEMS, INC. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 4/6/2023ENTS\DOCUMENTS\HYDRAULIC CALCS\31-1587 - STANDPIPE CALC.SDF JOB TITLE: Hampton St Apt Standpipe WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) FDC 2.0 1.0 750.0 1.0 750.0 154.4 Required pressure is 153.4 psi (15338%) greater than available pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 750.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 750.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 0.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) SP1 1.2 - - - - 153.2 - - - SP2 15.5 - - - - 146.8 - - - SP3 15.5 HOSE STREAM 145.0 250.0 SP4 15.5 - - - - 145.0 - - - SP6 26.2 - - - - 139.1 - - - SP7 26.2 - - - - 132.5 - - - SP8 26.2 - - - - 123.8 - - - SP9 64.2 HOSE STREAM 100.0 250.0 SP10 64.2 HOSE STREAM 100.0 250.0 SP11 64.2 - - - - 101.3 - - - FDC 3.2 SOURCE 154.4 750.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 4/6/2023ENTS\DOCUMENTS\HYDRAULIC CALCS\31-1587 - STANDPIPE CALC.SDF JOB TITLE: Hampton St Apt Standpipe PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -250.0 2.635 PL 0.33 PF 1.3 SP9 64.2 H.S. 100.0 250.0 14.7 120 FTG E PE 0.0 SP11 64.2 0.0 101.3 0.0 0.157 TL 8.33 PV Pipe: 2 -250.0 2.635 PL 0.33 PF 1.3 SP10 64.2 H.S. 100.0 250.0 14.7 120 FTG E PE 0.0 SP11 64.2 0.0 101.3 0.0 0.157 TL 8.33 PV Pipe: 3 -500.0 4.260 PL 41.83 PF 6.0 SP11 64.2 0.0 101.3 0.0 11.3 120 FTG 2ETB PE 16.5 SP8 26.2 0.0 123.8 0.0 0.055 TL 109.83 PV Pipe: 4 -500.0 4.260 PL 121.25 PF 8.7 SP8 26.2 0.0 123.8 0.0 11.3 120 FTG 3E PE 0.0 SP7 26.2 0.0 132.5 0.0 0.055 TL 160.25 PV Pipe: 5 -500.0 4.260 PL 81.83 PF 6.6 SP7 26.2 0.0 132.5 0.0 11.3 120 FTG 3E PE 0.0 SP6 26.2 0.0 139.1 0.0 0.055 TL 120.83 PV Pipe: 6 -500.0 4.260 PL 10.75 PF 1.3 SP6 26.2 0.0 139.1 0.0 11.3 120 FTG E PE 4.7 SP3 15.5 H.S. 145.0 250.0 0.055 TL 23.75 PV Pipe: 7 0.0 6.357 PL 1.25 PF 0.0 SP4 15.5 0.0 145.0 0.0 0.0 120 FTG ---- PE 0.0 SP3 15.5 H.S. 145.0 250.0 0.000 TL 1.25 PV Pipe: 8 -750.0 6.357 PL 19.17 PF 1.7 SP3 15.5 H.S. 145.0 250.0 7.6 120 FTG 2ETB PE 0.0 SP2 15.5 0.0 146.8 0.0 0.016 TL 106.17 PV Pipe: 10 -750.0 6.357 PL 14.29 PF 0.2 SP2 15.5 0.0 146.8 0.0 7.6 120 FTG ---- PE 6.2 SP1 1.2 0.0 153.2 0.0 0.016 TL 14.29 PV Pipe: 11 750.0 6.357 PL 15.17 PF 2.0 FDC 3.2 SRCE 154.4 (N/A) 7.6 120 FTG ETCB PE 0.9 SP1 1.2 0.0 153.2 0.0 0.016 TL 124.17 PV NOTES (HASS) : (1) Calculations were performed by the HASS 8.8 R4 D computer program in accordance with NFPA13 (2019) under license no. 64620537 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 4/6/2023ENTS\DOCUMENTS\HYDRAULIC CALCS\31-1587 - STANDPIPE CALC.SDF JOB TITLE: Hampton St Apt Standpipe (2) The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.004 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 14.7 ft/sec at pipe 1. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) PIPE FITTINGS TABLE HASS Pipe Table Name: standard.pip PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPVly NPTee F F45E11 2.635 8.00 17.00 6.00 19.00 10.00 1.00 14.00 14.00 17.00 4.00 4.260 13.00 26.00 8.00 29.00 16.00 3.00 26.00 26.00 26.00 6.50 6.357 18.00 38.00 11.00 40.00 13.00 4.00 35.00 35.00 38.00 9.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 4/6/2023ENTS\DOCUMENTS\HYDRAULIC CALCS\31-1587 - STANDPIPE CALC.SDF JOB TITLE: Hampton St Apt Standpipe WATER SUPPLY ANALYSIS Static: 2.00 psi Resid: 1.00 psi Flow: 750.0 gpm 160.0 2 LEGEND 140.0 . 1 "Available pressure 1.00 psi @ 750.0 gpm G 120.0 . A 2 "'Required pressure U 154.37 psi @ 750.0 gpm G E 100.0 . A. Source Supply Curve P B. System Demand Curve R 80.0 . E S S U 60.0 . R E ( 40.0 . P s B i 20.0 . -14.7 I I I 1 1 1 1 1 160240 320 400 480 560 640 720 800 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 4/6/2023ENTS\DOCUMENTS\HYDRAULIC CALCS\31-1587 - STANDPIPE CALC.SDF JOB TITLE: Hampton St Apt Standpipe WATER SUPPLY CURVE 156+ I X 1 143+ 130+ 117+ P104+ R E I S I S 91+ U I R 1 E I 78+ ( 1 P I S I I 65+ 1 52+ 39+ 26+ LEGEND " I I X = Required Water Supply 1 154.37 psi @ 750.0 gpm 13+ I 0 = Available Water Supply " I 1.00 psi @ 750.0 gpm *\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ 0++-+---+----+ + + +---0 <-1.0 psi @ 750 gpm + 200 300 400 500 600 700 8Flow Test Point 1000 FLOW (GPM) HYDRAULIC CALCULATIONS FOR Hampton St. Apts. Lower Parking FILE NUMBER: 31-1587 DATE: APR 28, 2023 -DESIGN DATA- OCCUPANCY CLASSIFICATION: Ordinary Hazard I DENSITY: 0.15 gpm/1950 sq. ft. AREA OF APPLICATION: 2007 sq. ft. COVERAGE PER SPRINKLER: 122 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 19 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 466.1 gpm TOTAL WATER REQUIRED (including hose) : 716.1 gpm FLOW AND PRESSURE (@ BOR) : 566.1 gpm @ 88.1 psi SPRINKLER ORIFICE SIZE: 1/2 inch NAME OF CONTRACTOR: PATRIOT FIRE PROTECTION DESIGN/LAYOUT BY: JACOB TRENDA AUTHORITY HAVING JURISDICTION: CITY OF TIGARD CONTRACTOR CERTIFICATION NUMBER: 70822 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 64620537 ) HRS SYSTEMS, INC. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 4/28/2023DOCUMENTS\HYDRAULIC CALCS\31-1587 - LOWER PARKING CALC.SDF JOB TITLE: Hampton St. Apts. Lower Parking WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 109.0 20.0 7443.0 107.8 716.1 88.4 Available pressure is 19.4 psi (18%) greater than required pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 716.1 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 150.0 GPM OTHER HOSE STREAM ALLOWANCES 100.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 466.1 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1S 7.1 K= 5.60 9.0 16.8 2S 6.7 K= 5.60 9.4 17.2 3S 6.2 K= 5.60 10.6 18.2 4S 5.6 K= 5.60 13.2 20.4 5S 5.4 K= 5.60 20.1 25.1 6S 5.2 K= 5.60 27.5 29.4 7S 6.1 K= 5.60 21.9 26.2 8S 5.6 K= 5.60 22.8 26.7 9S 5.4 K= 5.60 26.6 28.9 10S 5.2 K= 5.60 31.9 31.6 11S 6.7 K= 5.60 13.6 20.6 12S 6.2 K= 5.60 14.2 21.1 12.5S 5.8 K= 5.60 16.1 22.5 13S 5.3 K= 5.60 23.6 27.2 14S 5.2 K= 5.60 30.1 30.7 15S 6.7 K= 5.60 17.7 23.6 16S 6.2 K= 5.60 18.5 24.1 16.5S 5.8 K= 5.60 20.8 25.5 17S 5.3 K= 5.60 29.2 30.3 11 5.0 - - - - 49.6 - - - 12 5.0 - - - - 49.8 - - - 13 5.0 - - - - 50.7 - - - 14 5.0 - - - - 52.5 - - - DR1 4.8 - - - - 75.5 - - - DRT 4.8 - - - - 78.0 - - - DRB 1.2 HOSE STREAM 81.8 100.0 BF1 1.2 - - - - 87.2 - - - BF2 1.2 - - - - 82.2 - - - BOR -0.3 - - - - 88.1 - - - SOURCE 2.0 SOURCE 88.4 566.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 4/28/2023DOCUMENTS\HYDRAULIC CALCS\31-1587 - LOWER PARKING CALC.SDF JOB TITLE: Hampton St. Apts. Lower Parking PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -16.8 1.442 PL 8.25 PF 0.2 1S 7.1 5.6 9.0 16.8 3.3 100 FTG ---- PE 0.2 2S 6.7 5.6 9.4 17.2 0.028 TL 8.25 PV Pipe: 2 -33.9 1.442 PL 9.83 PF 1.0 2S 6.7 5.6 9.4 17.2 6.7 100 FTG ---- PE 0.2 3S 6.2 5.6 10.6 18.2 0.103 TL 9.83 PV Pipe: 3 -52.2 1.442 PL 10.50 PF 2.4 3S 6.2 5.6 10.6 18.2 10.2 100 FTG ---- PE 0.2 4S 5.6 5.6 13.2 20.4 0.228 TL 10.50 PV Pipe: 4 -72.5 1.442 PL 10.50 PF 6.8 4S 5.6 5.6 13.2 20.4 14.3 100 FTG 2E PE 0.1 5S 5.4 5.6 20.1 25.1 0.420 TL 16.21 PV Pipe: 5 -97.7 1.442 PL 10.00 PF 7.3 5S 5.4 5.6 20.1 25.1 19.2 100 FTG ---- PE 0.1 6S 5.2 5.6 27.5 29.4 0.728 TL 10.00 PV Pipe: 6 -127.0 1.442 PL 12.88 PF 22.0 6S 5.2 5.6 27.5 29.4 25.0 100 FTG T PE 0.1 11 5.0 0.0 49.6 0.0 1.184 TL 18.58 PV Pipe: 7 -26.2 1.442 PL 10.00 PF 0.6 7S 6.1 5.6 21.9 26.2 5.2 100 FTG ---- PE 0.2 8S 5.6 5.6 22.8 26.7 0.064 TL 10.00 PV Pipe: 8 -53.0 1.442 PL 10.00 PF 3.7 8S 5.6 5.6 22.8 26.7 10.4 100 FTG 2E PE 0.1 9S 5.4 5.6 26.6 28.9 0.235 TL 15.71 PV Pipe: 9 -81.8 1.442 PL 10.00 PF 5.2 9S 5.4 5.6 26.6 28.9 16.1 100 FTG ---- PE 0.1 10S 5.2 5.6 31.9 31.6 0.525 TL 10.00 PV Pipe: 10 -113.4 1.442 PL 12.88 PF 17.8 10S 5.2 5.6 31.9 31.6 22.3 100 FTG T PE 0.1 12 5.0 0.0 49.8 0.0 0.960 TL 18.58 PV Pipe: 11 -20.6 1.442 PL 11.00 PF 0.5 11S 6.7 5.6 13.6 20.6 4.1 100 FTG ---- PE 0.2 12S 6.2 5.6 14.2 21.1 0.041 TL 11.00 PV Pipe: 11A -41.8 1.442 PL 11.00 PF 1.7 12S 6.2 5.6 14.2 21.1 8.2 100 FTG ---- PE 0.2 12.5S 5.8 5.6 16.1 22.5 0.151 TL 11.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 4/28/2023DOCUMENTS\HYDRAULIC CALCS\31-1587 - LOWER PARKING CALC.SDF JOB TITLE: Hampton St. Apts. Lower Parking PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 12 -64.2 1.442 PL 16.17 PF 7.3 12.5S 5.8 5.6 16.1 22.5 12.6 100 FTG 2E PE 0.2 13S 5.3 5.6 23.6 27.2 0.335 TL 21.88 PV Pipe: 13 -91.4 1.442 PL 10.00 PF 6.4 13S 5.3 5.6 23.6 27.2 18.0 100 FTG ---- PE 0.1 14S 5.2 5.6 30.1 30.7 0.644 TL 10.00 PV Pipe: 14 -122.2 1.442 PL 12.88 PF 20.5 14S 5.2 5.6 30.1 30.7 24.0 100 FTG T PE 0.1 13 5.0 0.0 50.7 0.0 1.101 TL 18.58 PV Pipe: 15 -23.6 1.442 PL 11.00 PF 0.6 15S 6.7 5.6 17.7 23.6 4.6 100 FTG ---- PE 0.2 16S 6.2 5.6 18.5 24.1 0.052 TL 11.00 PV Pipe: 15A -47.7 1.442 PL 11.00 PF 2.1 16S 6.2 5.6 18.5 24.1 9.4 100 FTG ---- PE 0.2 16.5S 5.8 5.6 20.8 25.5 0.193 TL 11.00 PV Pipe: 16 -73.2 1.442 PL 13.58 PF 8.2 16.5S 5.8 5.6 20.8 25.5 14.4 100 FTG 2E PE 0.2 17S 5.3 5.6 29.2 30.3 0.427 TL 19.29 PV Pipe: 17 -103.5 1.442 PL 22.88 PF 23.1 17S 5.3 5.6 29.2 30.3 20.3 100 FTG T PE 0.1 14 5.0 0.0 52.5 0.0 0.810 TL 28.58 PV Pipe: 18 -127.0 3.260 PL 10.58 PF 0.2 11 5.0 0.0 49.6 0.0 4.9 100 FTG ---- PE 0.0 12 5.0 0.0 49.8 0.0 0.022 TL 10.58 PV Pipe: 19 -240.5 3.260 PL 11.50 PF 0.8 12 5.0 0.0 49.8 0.0 9.2 100 FTG ---- PE 0.0 13 5.0 0.0 50.7 0.0 0.073 TL 11.50 PV Pipe: 20 -362.6 3.260 PL 12.00 PF 1.9 13 5.0 0.0 50.7 0.0 13.9 100 FTG ---- PE 0.0 14 5.0 0.0 52.5 0.0 0.155 TL 12.00 PV Pipe: 21 -466.1 3.260 PL 78.58 PF 22.9 14 5.0 0.0 52.5 0.0 17.9 100 FTG T PE 0.1 DR1 4.8 0.0 75.5 0.0 0.247 TL 92.86 PV Pipe: 22 -466.1 4.260 PL 18.54 PF 2.5 DR1 4.8 0.0 75.5 0.0 10.5 100 FTG 2E PE 0.0 DRT 4.8 0.0 78.0 0.0 0.067 TL 37.10 PV Pipe: 23 -466.1 4.260 PL 3.58 PF 2.3 DRT 4.8 0.0 78.0 0.0 10.5 100 FTG BD PE 1.6 DRB 1.2 H.S. 81.8 100.0 0.067 TL 33.56 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 4/28/2023DOCUMENTS\HYDRAULIC CALCS\31-1587 - LOWER PARKING CALC.SDF JOB TITLE: Hampton St. Apts. Lower Parking PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 24 -566.1 6.357 PL 7.17 PF 0.4 DRB 1.2 H.S. 81.8 100.0 5.7 120 FTG 2E PE 0.0 BF2 1.2 0.0 82.2 0.0 0.010 TL 43.17 PV Pipe: 25 FIXED PRESSURE LOSS DEVICE BF1 1.2 0.0 87.2 0.0 5.0 psi, 566.1 gpm BF2 1.2 0.0 82.2 0.0 Pipe: 26 -566.1 6.357 PL 1.50 PF 0.2 BF1 1.2 0.0 87.2 0.0 5.7 120 FTG E PE 0.6 BOR -0.3 0.0 88.1 0.0 0.010 TL 19.50 PV Pipe: 27 -566.1 6.357 PL 54.50 PF 1.3 BOR -0.3 0.0 88.1 0.0 5.7 140 FTG 3ET PE -1.0 SOURCE 2.0 SRCE 88.4 (N/A) 0.007 TL 176.86 PV NOTES (HASS) : (1) Calculations were performed by the HASS 8.8 R4 D computer program in accordance with NFPA13 (2019) under license no. 64620537 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.066 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 25.0 ft/sec at pipe 6. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) PIPE FITTINGS TABLE HASS Pipe Table Name: standard.pip SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 4/28/2023DOCUMENTS\HYDRAULIC CALCS\31-1587 - LOWER PARKING CALC.SDF JOB TITLE: Hampton St. Apts. Lower Parking PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPVly NPTee F F45E11 1.442 4.00 8.00 3.00 9.00 8.00 1.00 12.00 12.00 8.00 2.00 3.260 10.00 20.00 7.00 22.00 14.00 1.00 18.00 18.00 20.00 5.00 4.260 13.00 26.00 8.00 29.00 16.00 3.00 26.00 26.00 26.00 6.50 6.357 18.00 38.00 11.00 40.00 13.00 4.00 35.00 35.00 38.00 9.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 4/28/2023DOCUMENTS\HYDRAULIC CALCS\31-1587 - LOWER PARKING CALC.SDF JOB TITLE: Hampton St. Apts. Lower Parking WATER SUPPLY ANALYSIS Static: 109.00 psi Resid: 20.00 psi Flow: 7443.0 gpm 120.0 1 lA. LEGEND 100.0 1 •Available pressure 107.83 psi @ 716.1 gpm 2A A 2 •Required pressure U 80.0 88.39 psi @ 716.1 gpm G E lA J Avail. OnSite Demand Press. P 107.83 psi @ 566.1 gpm R 60.0 2A •Req. OnSite Demand Press. S 88.39 psi @ 566.1 gpm S U A. Source Supply Curve R 40.0 . B. System Demand Curve E C. Available at Source P 20.0 . s 1 % a 'S `S'a 0.0 -14.7 I I I I I 1 1 1 16024003200 4000 4800 5600 6400 7200 8000 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results (2) On Site pressures are based on hose stream deduction at the source SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 4/28/2023DOCUMENTS\HYDRAULIC CALCS\31-1587 - LOWER PARKING CALC.SDF JOB TITLE: Hampton St. Apts. Lower Parking WATER SUPPLY CURVE 120+ 110*\ I0\\ I \ \\ 100+ \ I \\ \\ i \ 90+ \\ IX \ \\ I \ P 80+ \\ R I \\ E I \ S I \\ S 70+ \ U I \\ R I \\ E I \ 60+ \\ ( I \ P I \\ S I \ I 50+ \\ I \\ I \ \\ 40+ \\ \\ I \ 30+ \\ I \ \\ I \ 20+ LEGEND " 20.0 psi @ 7443 gpm-> * I Flow Test Point I X = Required Water Supply I 88.39 psi @ 716.1 gpm 10+ I 0 = Available Water Supply " I 107.83 psi @ 716.1 gpm I " 0++-+---+ 16002400 3200 4000 4800 5600 6400 7200 8000 FLOW (GPM) , HYDRAULIC CALCULATIONS FOR Hampton St. Apts. Upper Parking FILE NUMBER: 31-1587 DATE: APR 28, 2023 -DESIGN DATA- OCCUPANCY CLASSIFICATION: Ordinary Hazard I DENSITY: 0.15 gpm/1950 sq. ft. AREA OF APPLICATION: 2052 sq. ft. COVERAGE PER SPRINKLER: 128 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 19 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 576.8 gpm TOTAL WATER REQUIRED (including hose) : 826.8 gpm FLOW AND PRESSURE (@ BOR) : 676.8 gpm @ 88.4 psi SPRINKLER ORIFICE SIZE: 1/2 inch NAME OF CONTRACTOR: PATRIOT FIRE PROTECTION DESIGN/LAYOUT BY: JACOB TRENDA AUTHORITY HAVING JURISDICTION: CITY OF TIGARD CONTRACTOR CERTIFICATION NUMBER: 70822 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 64620537 ) HRS SYSTEMS, INC. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 4/28/2023ENTS\DOCUMENTS\HYDRAULIC CALCS\31-1587 - UPPER PARKING.SDF JOB TITLE: Hampton St Apts WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 109.0 20.0 7443.0 107.5 826.8 89.2 Available pressure is 18.3 psi (17%) greater than required pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 826.8 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 150.0 GPM OTHER HOSE STREAM ALLOWANCES 100.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 576.8 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1S 15.3 K= 5.60 11.8 19.2 2S 15.3 K= 5.60 12.2 19.6 3S 15.3 K= 5.60 11.6 19.0 4S 15.3 K= 5.60 15.9 22.3 5S 15.3 K= 5.60 16.4 22.7 6S 15.2 K= 5.60 23.0 26.9 7S 15.2 K= 5.60 32.9 32.1 8S 15.2 K= 5.60 42.4 36.5 9S 15.2 K= 5.60 43.7 37.0 10S 15.3 K= 5.60 31.3 31.3 11S 15.3 K= 5.60 32.2 31.8 12S 15.2 K= 5.60 35.7 33.5 13S 15.2 K= 5.60 42.6 36.6 14S 15.2 K= 5.60 43.9 37.1 15S 15.3 K= 5.60 31.7 31.5 16S 15.2 K= 5.60 32.7 32.0 17S 15.2 K= 5.60 36.2 33.7 18S 15.2 K= 5.60 44.4 37.3 19S 15.2 K= 5.60 43.1 36.8 20 15.2 - - - - 18.2 - - - 21 15.2 - - - - 46.5 - - - 22 15.2 - - - - 46.6 - - - 23 15.2 - - - - 46.7 - - - 24 15.2 - - - - 46.8 - - - 25 15.1 - - - - 47.3 - - - 26 15.0 - - - - 56.1 - - - 27 14.9 - - - - 64.7 - - - DR2 14.8 - - - - 66.1 - - - DR1 4.8 - - - - 73.3 - - - DRT 4.8 - - - - 77.0 - - - DRB 1.2 HOSE STREAM 81.9 100.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 4/28/2023ENTS\DOCUMENTS\HYDRAULIC CALCS\31-1587 - UPPER PARKING.SDF JOB TITLE: Hampton St Apts NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) BF1 1.2 - - - - 87.4 - - - BF2 1.2 - - - - 82.4 - - - BOR -0.3 - - - - 88.4 - - - SOURCE 2.0 SOURCE 89.2 676.8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 4/28/2023ENTS\DOCUMENTS\HYDRAULIC CALCS\31-1587 - UPPER PARKING.SDF JOB TITLE: Hampton St Apts PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -19.2 1.442 PL 12.00 PF 0.4 1S 15.3 5.6 11.8 19.2 3.8 100 FTG ---- PE 0.0 2S 15.3 5.6 12.2 19.6 0.036 TL 12.00 PV Pipe: 2 19.0 1.442 PL 12.00 PF 0.6 2S 15.3 5.6 12.2 19.6 3.7 100 FTG T PE 0.0 3S 15.3 5.6 11.6 19.0 0.035 TL 17.71 PV Pipe: 3 -57.8 1.442 PL 10.17 PF 6.0 2S 15.3 5.6 12.2 19.6 11.4 100 FTG 2T PE 0.0 20 15.2 0.0 18.2 0.0 0.276 TL 21.59 PV Pipe: 4 -22.3 1.442 PL 10.67 PF 0.5 4S 15.3 5.6 15.9 22.3 4.4 100 FTG ---- PE 0.0 5S 15.3 5.6 16.4 22.7 0.047 TL 10.67 PV Pipe: 5 -45.0 1.442 PL 4.58 PF 1.8 5S 15.3 5.6 16.4 22.7 8.8 100 FTG T PE 0.0 20 15.2 0.0 18.2 0.0 0.173 TL 10.29 PV Pipe: 6 -102.8 1.442 PL 6.08 PF 4.9 20 15.2 0.0 18.2 0.0 20.2 100 FTG ---- PE 0.0 6S 15.2 5.6 23.0 26.9 0.799 TL 6.08 PV Pipe: 7 -129.6 1.442 PL 8.00 PF 9.8 6S 15.2 5.6 23.0 26.9 25.5 100 FTG ---- PE 0.0 7S 15.2 5.6 32.9 32.1 1.229 TL 8.00 PV Pipe: 8 -161.7 1.442 PL 1.67 PF 13.7 7S 15.2 5.6 32.9 32.1 31.8 100 FTG T PE 0.0 21 15.2 0.0 46.5 0.0 1.851 TL 7.38 PV Pipe: 9 -36.5 1.442 PL 10.67 PF 1.3 8S 15.2 5.6 42.4 36.5 7.2 100 FTG ---- PE 0.0 9S 15.2 5.6 43.7 37.0 0.118 TL 10.67 PV Pipe: 10 -73.5 1.442 PL 1.00 PF 2.9 9S 15.2 5.6 43.7 37.0 14.4 100 FTG T PE 0.0 22 15.2 0.0 46.6 0.0 0.430 TL 6.71 PV Pipe: 11 -31.3 1.442 PL 10.67 PF 0.9 10S 15.3 5.6 31.3 31.3 6.2 100 FTG ---- PE 0.0 11S 15.3 5.6 32.2 31.8 0.089 TL 10.67 PV Pipe: 12 -63.1 1.442 PL 10.67 PF 3.5 11S 15.3 5.6 32.2 31.8 12.4 100 FTG ---- PE 0.0 12S 15.2 5.6 35.7 33.5 0.325 TL 10.67 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 4/28/2023ENTS\DOCUMENTS\HYDRAULIC CALCS\31-1587 - UPPER PARKING.SDF JOB TITLE: Hampton St Apts PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 -96.6 1.442 PL 9.67 PF 11.0 12S 15.2 5.6 35.7 33.5 19.0 100 FTG T PE 0.0 23 15.2 0.0 46.7 0.0 0.713 TL 15.38 PV Pipe: 14 -36.6 1.442 PL 10.67 PF 1.3 13S 15.2 5.6 42.6 36.6 7.2 100 FTG ---- PE 0.0 14S 15.2 5.6 43.9 37.1 0.118 TL 10.67 PV Pipe: 15 -73.7 1.442 PL 1.00 PF 2.9 14S 15.2 5.6 43.9 37.1 14.5 100 FTG T PE 0.0 24 15.2 0.0 46.8 0.0 0.432 TL 6.71 PV Pipe: 16 -31.5 1.442 PL 10.67 PF 1.0 15S 15.3 5.6 31.7 31.5 6.2 100 FTG ---- PE 0.0 16S 15.2 5.6 32.7 32.0 0.090 TL 10.67 PV Pipe: 17 -63.5 1.442 PL 10.67 PF 3.5 16S 15.2 5.6 32.7 32.0 12.5 100 FTG ---- PE 0.0 17S 15.2 5.6 36.2 33.7 0.328 TL 10.67 PV Pipe: 18 -97.2 1.442 PL 9.67 PF 11.1 17S 15.2 5.6 36.2 33.7 19.1 100 FTG T PE 0.0 25 15.1 0.0 47.3 0.0 0.722 TL 15.38 PV Pipe: 19 74.1 1.442 PL 1.00 PF 2.9 25 15.1 0.0 47.3 0.0 14.5 100 FTG T PE 0.0 18S 15.2 5.6 44.4 37.3 0.436 TL 6.71 PV Pipe: 20 36.8 1.442 PL 10.67 PF 1.3 18S 15.2 5.6 44.4 37.3 7.2 100 FTG ---- PE 0.0 19S 15.2 5.6 43.1 36.8 0.119 TL 10.67 PV Pipe: 21 -161.7 4.260 PL 5.46 PF 0.1 21 15.2 0.0 46.5 0.0 3.6 100 FTG ---- PE 0.0 22 15.2 0.0 46.6 0.0 0.009 TL 5.46 PV Pipe: 22 -235.2 4.260 PL 6.54 PF 0.1 22 15.2 0.0 46.6 0.0 5.3 100 FTG ---- PE 0.0 23 15.2 0.0 46.7 0.0 0.019 TL 6.54 PV Pipe: 23 -331.8 4.260 PL 2.71 PF 0.1 23 15.2 0.0 46.7 0.0 7.5 100 FTG ---- PE 0.0 24 15.2 0.0 46.8 0.0 0.036 TL 2.71 PV Pipe: 24 -405.5 4.260 PL 9.29 PF 0.5 24 15.2 0.0 46.8 0.0 9.1 100 FTG ---- PE 0.0 25 15.1 0.0 47.3 0.0 0.052 TL 9.29 PV Pipe: 25 -576.8 4.260 PL 78.42 PF 8.7 25 15.1 0.0 47.3 0.0 13.0 100 FTG E PE 0.1 26 15.0 0.0 56.1 0.0 0.099 TL 87.70 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 4/28/2023ENTS\DOCUMENTS\HYDRAULIC CALCS\31-1587 - UPPER PARKING.SDF JOB TITLE: Hampton St Apts PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 26 -576.8 4.260 PL 67.08 PF 8.5 26 15.0 0.0 56.1 0.0 13.0 100 FTG T PE 0.1 27 14.9 0.0 64.7 0.0 0.099 TL 85.64 PV Pipe: 27 -576.8 4.260 PL 5.08 PF 1.4 27 14.9 0.0 64.7 0.0 13.0 100 FTG E PE 0.0 DR2 14.8 0.0 66.1 0.0 0.099 TL 14.36 PV Pipe: 28 -576.8 4.260 PL 10.00 PF 2.8 DR2 14.8 0.0 66.1 0.0 13.0 100 FTG T PE 4.3 DR1 4.8 0.0 73.3 0.0 0.099 TL 28.56 PV Pipe: 29 -576.8 4.260 PL 18.12 PF 3.6 DR1 4.8 0.0 73.3 0.0 13.0 100 FTG 2E PE 0.0 DRT 4.8 0.0 77.0 0.0 0.099 TL 36.68 PV Pipe: 30 -576.8 4.260 PL 3.58 PF 3.3 DRT 4.8 0.0 77.0 0.0 13.0 100 FTG BD PE 1.6 DRB 1.2 H.S. 81.9 100.0 0.099 TL 33.56 PV Pipe: 31 -676.8 6.357 PL 7.00 PF 0.6 DRB 1.2 H.S. 81.9 100.0 6.8 120 FTG 2E PE 0.0 BF2 1.2 0.0 82.4 0.0 0.014 TL 43.00 PV Pipe: 32 FIXED PRESSURE LOSS DEVICE BF1 1.2 0.0 87.4 0.0 5.0 psi, 676.8 gpm BF2 1.2 0.0 82.4 0.0 Pipe: 33 -676.8 6.357 PL 1.50 PF 0.3 BF1 1.2 0.0 87.4 0.0 6.8 120 FTG E PE 0.6 BOR -0.3 0.0 88.4 0.0 0.014 TL 19.50 PV Pipe: 34 -676.8 6.357 PL 54.50 PF 1.8 BOR -0.3 0.0 88.4 0.0 6.8 140 FTG 3ET PE -1.0 SOURCE 2.0 SRCE 89.2 (N/A) 0.010 TL 176.86 PV NOTES (HASS) : (1) Calculations were performed by the HASS 8.8 R4 D computer program in accordance with NFPA13 (2019) under license no. 64620537 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.005 gpm and a maximum imbalance at any node of 0.176 gpm. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 4/28/2023ENTS\DOCUMENTS\HYDRAULIC CALCS\31-1587 - UPPER PARKING.SDF JOB TITLE: Hampton St Apts (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 31.8 ft/sec at pipe 8. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) PIPE FITTINGS TABLE HASS Pipe Table Name: standard.pip PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee F F45E11 1.442 4.00 8.00 3.00 9.00 8.00 1.00 12.00 12.00 8.00 2.00 4.260 13.00 26.00 8.00 29.00 16.00 3.00 26.00 26.00 26.00 6.50 6.357 18.00 38.00 11.00 40.00 13.00 4.00 35.00 35.00 38.00 9.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 4/28/2023ENTS\DOCUMENTS\HYDRAULIC CALCS\31-1587 - UPPER PARKING.SDF JOB TITLE: Hampton St Apts WATER SUPPLY ANALYSIS Static: 109.00 psi Resid: 20.00 psi Flow: 7443.0 gpm 120.0 C LEGEND 1A 100.0 1 "Available pressure 107.47 psi @ 826.8 gpm G 2A A 2 •Required pressure U 80.0 89.17 psi @ 826.8 gpm G E lA "'Avail. OnSite Demand Press. P 107.47 psi @ 676.8 gpm R 60.0 2A "Req. OnSite Demand Press. E 89.17 psi @ 676.8 gpm S A. Source Supply Curve U R 40.0 , B. System Demand Curve E C. Available at Source p 20.0 . s `SSS i �s's `SSs 's • 0.0 -14.7 1 1 1 1 1 1 1 1 16024003200 4000 4800 5600 6400 7200 8000 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results (2) On Site pressures are based on hose stream deduction at the source SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 4/28/2023ENTS\DOCUMENTS\HYDRAULIC CALCS\31-1587 - UPPER PARKING.SDF JOB TITLE: Hampton St Apts WATER SUPPLY CURVE 120+ 110*\ 10\\ I \ \\ 100+ \ I \\ \\ I \ 90+X \\ I \ \\ I \ P 80+ \\ R I \\ E I \ S I \\ S 70+ \ U I \\ R I \\ E I \ 60+ \\ ( I \ P I \\ S I \ I 50+ \\ I \\ I \ 1 \\ 40+ \ 1 \\ 1 \\ i \ 30+ \\ I \ 1 \\ I \ 20+ LEGEND " 20.0 psi @ 7443 gpm-> * " Flow Test Point I X = Required Water Supply I 89.17 psi @ 826.8 gpm 10+ I 0 = Available Water Supply " 107.47 psi @ 826.8 gpm 1 0++-+---+----+ + + + + + + 16002400 3200 4000 4800 5600 6400 7200 8000 FLOW (GPM) HYDRAULIC CALCULATIONS FOR Hampton St. Apts. Retail Space FILE NUMBER: 31-1587 DATE: APR 28, 2023 -DESIGN DATA- OCCUPANCY CLASSIFICATION: Ordinary Hazard II DENSITY: 0.20 gpm/1500 sq. ft. AREA OF APPLICATION: 1563 sq. ft. COVERAGE PER SPRINKLER: 121 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 18 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 434.2 gpm TOTAL WATER REQUIRED (including hose) : 684.2 gpm FLOW AND PRESSURE (@ BOR) : 534.2 gpm @ 96.6 psi SPRINKLER ORIFICE SIZE: 1/2 inch NAME OF CONTRACTOR: PATRIOT FIRE PROTECTION DESIGN/LAYOUT BY: JACOB TRENDA AUTHORITY HAVING JURISDICTION: CITY OF TIGARD CONTRACTOR CERTIFICATION NUMBER: 70822 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 64620537 ) HRS SYSTEMS, INC. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 4/28/2023S\DOCUMENTS\HYDRAULIC CALCS\31-1587 - WET PARKING CALC.SDF JOB TITLE: Hampton St Apts - Retail Space WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 109.0 20.0 7443.0 107.9 684.2 96.8 Available pressure is 11.1 psi (10%) greater than required pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 684.2 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 150.0 GPM OTHER HOSE STREAM ALLOWANCES 100.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 434.2 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) W1 15.8 K= 5.60 15.3 21.9 W2 15.8 K= 5.60 15.4 22.0 W3 15.8 K= 5.60 16.0 22.4 W4 15.8 K= 5.60 17.0 23.1 W5 15.8 K= 5.60 16.7 22.9 W6 15.8 K= 5.60 16.9 23.0 W7 15.8 K= 5.60 17.2 23.3 W8 15.8 K= 5.60 17.4 23.4 W9 15.8 K= 5.60 17.6 23.5 W10 15.8 K= 5.60 18.0 23.7 W11 15.8 K= 5.60 18.4 24.0 W12 15.8 K= 5.60 18.6 24.1 W13 15.8 K= 5.60 19.0 24.4 W14 15.8 K= 5.60 20.5 25.3 W15 15.8 K= 5.60 20.8 25.6 W16 15.8 K= 5.60 21.3 25.8 W17 15.8 K= 5.60 24.8 27.9 W18 15.8 K= 5.60 24.6 27.8 101 15.8 - - - - 17.3 - - - 102 15.8 - - - - 17.6 - - - 103 15.8 - - - - 18.3 - - - 104 15.8 - - - - 19.4 - - - 105 15.8 - - - - 21.7 - - - 106 15.8 - - - - 25.1 - - - 107 15.2 - - - - 52.1 - - - WRT 15.2 - - - - 65.6 - - - WRB 1.2 HOSE STREAM 90.4 100.0 BF1 1.2 - - - - 95.8 - - - BF2 1.2 - - - - 90.8 - - - BOR -0.3 - - - - 96.6 - - - SOURCE 2.0 SOURCE 96.8 534.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 4/28/20235\DOCUMENTS\HYDRAULIC CALCS\31-1587 - WET PARKING CALC.SDF JOB TITLE: Hampton St Apts - Retail Space PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -21.9 1.682 PL 10.00 PF 0.2 W1 15.8 5.6 15.3 21.9 3.2 120 FTG ---- PE 0.0 W2 15.8 5.6 15.4 22.0 0.015 TL 10.00 PV Pipe: 2 -43.9 1.682 PL 10.00 PF 0.6 W2 15.8 5.6 15.4 22.0 6.3 120 FTG ---- PE 0.0 W3 15.8 5.6 16.0 22.4 0.056 TL 10.00 PV Pipe: 3 -66.3 1.682 PL 1.00 PF 1.3 W3 15.8 5.6 16.0 22.4 9.6 120 FTG T PE 0.0 101 15.8 0.0 17.3 0.0 0.120 TL 11.00 PV Pipe: 4 23.1 1.682 PL 9.00 PF 0.3 101 15.8 0.0 17.3 0.0 3.3 120 FTG T PE 0.0 W4 15.8 5.6 17.0 23.1 0.017 TL 19.00 PV Pipe: 5 -89.4 2.635 PL 11.00 PF 0.3 101 15.8 0.0 17.3 0.0 5.3 120 FTG ---- PE 0.0 102 15.8 0.0 17.6 0.0 0.023 TL 11.00 PV Pipe: 6 -22.9 1.682 PL 10.00 PF 0.2 W5 15.8 5.6 16.7 22.9 3.3 120 FTG ---- PE 0.0 W6 15.8 5.6 16.9 23.0 0.017 TL 10.00 PV Pipe: 7 -45.9 1.682 PL 1.00 PF 0.7 W6 15.8 5.6 16.9 23.0 6.6 120 FTG T PE 0.0 102 15.8 0.0 17.6 0.0 0.061 TL 11.00 PV Pipe: 8 23.3 1.682 PL 9.00 PF 0.3 102 15.8 0.0 17.6 0.0 3.4 120 FTG T PE 0.0 W7 15.8 5.6 17.2 23.3 0.017 TL 19.00 PV Pipe: 9 -158.5 2.635 PL 11.00 PF 0.7 102 15.8 0.0 17.6 0.0 9.3 120 FTG ---- PE 0.0 103 15.8 0.0 18.3 0.0 0.068 TL 11.00 PV Pipe: 10 -23.4 1.682 PL 10.00 PF 0.2 W8 15.8 5.6 17.4 23.4 3.4 120 FTG ---- PE 0.0 W9 15.8 5.6 17.6 23.5 0.017 TL 10.00 PV Pipe: 11 -46.9 1.682 PL 1.00 PF 0.7 W9 15.8 5.6 17.6 23.5 6.8 120 FTG T PE 0.0 103 15.8 0.0 18.3 0.0 0.063 TL 11.00 PV Pipe: 12 23.7 1.682 PL 9.00 PF 0.3 103 15.8 0.0 18.3 0.0 3.4 120 FTG T PE 0.0 W10 15.8 5.6 18.0 23.7 0.018 TL 19.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 4/28/20235\DOCUMENTS\HYDRAULIC CALCS\31-1587 - WET PARKING CALC.SDF JOB TITLE: Hampton St Apts - Retail Space PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 -229.2 2.635 PL 7.83 PF 1.0 103 15.8 0.0 18.3 0.0 13.5 120 FTG ---- PE 0.0 104 15.8 0.0 19.4 0.0 0.134 TL 7.83 PV Pipe: 14 -24.0 1.682 PL 8.50 PF 0.2 W11 15.8 5.6 18.4 24.0 3.5 120 FTG ---- PE 0.0 W12 15.8 5.6 18.6 24.1 0.018 TL 8.50 PV Pipe: 15 -48.2 1.682 PL 1.42 PF 0.8 W12 15.8 5.6 18.6 24.1 7.0 120 FTG T PE 0.0 104 15.8 0.0 19.4 0.0 0.066 TL 11.42 PV Pipe: 16 24.4 1.682 PL 7.08 PF 0.3 104 15.8 0.0 19.4 0.0 3.5 120 FTG T PE 0.0 W13 15.8 5.6 19.0 24.4 0.019 TL 17.08 PV Pipe: 17 -301.8 2.635 PL 10.46 PF 2.3 104 15.8 0.0 19.4 0.0 17.8 120 FTG ---- PE 0.0 105 15.8 0.0 21.7 0.0 0.222 TL 10.46 PV Pipe: 18 -25.3 1.682 PL 11.38 PF 0.3 W14 15.8 5.6 20.5 25.3 3.7 120 FTG E PE 0.0 W15 15.8 5.6 20.8 25.6 0.020 TL 16.38 PV Pipe: 19 -50.9 1.682 PL 1.67 PF 0.9 W15 15.8 5.6 20.8 25.6 7.4 120 FTG T PE 0.0 105 15.8 0.0 21.7 0.0 0.073 TL 11.67 PV Pipe: 19A 25.8 1.682 PL 10.38 PF 0.4 105 15.8 0.0 21.7 0.0 3.7 120 FTG T PE 0.0 W16 15.8 5.6 21.3 25.8 0.021 TL 20.38 PV Pipe: 19B -378.5 2.635 PL 10.00 PF 3.4 105 15.8 0.0 21.7 0.0 22.3 120 FTG ---- PE 0.0 106 15.8 0.0 25.1 0.0 0.338 TL 10.00 PV Pipe: 19C -27.9 1.682 PL 1.67 PF 0.3 W17 15.8 5.6 24.8 27.9 4.0 120 FTG T PE 0.0 106 15.8 0.0 25.1 0.0 0.024 TL 11.67 PV Pipe: 19D 27.8 1.682 PL 10.38 PF 0.5 106 15.8 0.0 25.1 0.0 4.0 120 FTG T PE 0.0 W18 15.8 5.6 24.6 27.8 0.024 TL 20.38 PV Pipe: 19E -434.2 2.635 PL 45.46 PF 26.8 106 15.8 0.0 25.1 0.0 25.5 120 FTG 2E PE 0.3 107 15.2 0.0 52.1 0.0 0.436 TL 61.46 PV Pipe: 19F -434.2 2.635 PL 7.04 PF 13.5 107 15.2 0.0 52.1 0.0 25.5 120 FTG 3E PE 0.0 WRT 15.2 0.0 65.6 0.0 0.436 TL 31.04 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 4/28/20235\DOCUMENTS\HYDRAULIC CALCS\31-1587 - WET PARKING CALC.SDF JOB TITLE: Hampton St Apts - Retail Space PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 19G 434.2 2.635 PL 14.00 PF 18.7 WRB 1.2 H.S. 90.4 100.0 25.5 120 FTG CB PE -6.1 WRT 15.2 0.0 65.6 0.0 0.436 TL 43.00 PV Pipe: 19H -534.2 6.357 PL 6.00 PF 0.4 WRB 1.2 H.S. 90.4 100.0 5.4 120 FTG 2E PE 0.0 BF2 1.2 0.0 90.8 0.0 0.009 TL 42.00 PV Pipe: 20 FIXED PRESSURE LOSS DEVICE BF1 1.2 0.0 95.8 0.0 5.0 psi, 534.2 gpm BF2 1.2 0.0 90.8 0.0 Pipe: 21 -534.2 6.357 PL 1.50 PF 0.2 BF1 1.2 0.0 95.8 0.0 5.4 120 FTG E PE 0.6 BOR -0.3 0.0 96.6 0.0 0.009 TL 19.50 PV Pipe: 22 -534.2 6.357 PL 54.50 PF 1.2 BOR -0.3 0.0 96.6 0.0 5.4 140 FTG 3ET PE -1.0 SOURCE 2.0 SRCE 96.8 (N/A) 0.007 TL 176.86 PV NOTES (HASS) : (1) Calculations were performed by the HASS 8.8 R4 D computer program in accordance with NFPA13 (2019) under license no. 64620537 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.060 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 25.5 ft/sec at pipe 19E. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) PIPE FITTINGS TABLE HASS Pipe Table Name: standard.pip SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 4/28/2023S\DOCUMENTS\HYDRAULIC CALCS\31-1587 - WET PARKING CALC.SDF JOB TITLE: Hampton St Apts - Retail Space PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkV1v BfyV1v GatVly AlmChk DPVly NPTee F F45E11 1.682 5.00 10.00 3.00 11.00 8.00 1.00 12.00 12.00 10.00 2.50 2.635 8.00 17.00 6.00 19.00 10.00 1.00 14.00 14.00 17.00 4.00 6.357 18.00 38.00 11.00 40.00 13.00 4.00 35.00 35.00 38.00 9.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 4/28/2023S\DOCUMENTS\HYDRAULIC CALCS\31-1587 - WET PARKING CALC.SDF JOB TITLE: Hampton St Apts - Retail Space WATER SUPPLY ANALYSIS Static: 109.00 psi Resid: 20.00 psi Flow: 7443.0 gpm 120.0 C lA LEGEND 100.0 1 "'Available pressure 2A 107.92 psi @ 684.2 gpm G A 2 •Required pressure U 80.0 G 96.78 psi @ 684.2 gpm E lA "Avail. OnSite Demand Press. p 107.92 psi @ 534.2 gpm R 60.0 2A "Req. OnSite Demand Press. E 96.78 psi @ 534.2 gpm S U A. Source Supply Curve R 40.0 B. System Demand Curve E C. Available at Source P 20.0 s ♦s; i ;s, s% 'SS 4. • 0.0 Fan•��u uEy� -14.7 1 1 1 I I 1 1 1 16024003200 4000 4800 5600 6400 7200 8000 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results (2) On Site pressures are based on hose stream deduction at the source SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 4/28/2023S\DOCUMENTS\HYDRAULIC CALCS\31-1587 - WET PARKING CALC.SDF JOB TITLE: Hampton St Apts - Retail Space WATER SUPPLY CURVE 120+ 110*\ 10\\ I \ \\ 100+ \ Ix \\ I \\ I \ 90+ \\ I \ I \\ I \ P 80+ \\ R I \\ E f \ S I \\ S 70+ \ U I \\ R I \\ E I \ 60+ \\ ( I \ P I \\ S I \ I 50+ \\ ) I \\ I \ I \\ 40+ \ I \\ \\ I \ 30+ \\ I \ I \\ I \ 20+ LEGEND " 20.0 psi @ 7443 gpm-> * Flow Test Point I X = Required Water Supply VI I 96.78 psi @ 684.2 gpm 10+ PI I 0 = Available Water Supply " I 107.92 psi @ 684.2 gpm 0++-+---+----+ + + + + + + 16002400 3200 4000 4800 5600 6400 7200 8000 FLOW (GPM) HYDRAULIC CALCULATIONS FOR Hampton St. Apts Residential Calc FILE NUMBER: DATE: APR 6, 2023 -DESIGN DATA- OCCUPANCY CLASSIFICATION: Light Hazard DENSITY: 0.10 gpm/4 Sprinklers AREA OF APPLICATION: 4 Sprinkler Heads COVERAGE PER SPRINKLER: 324 sq. ft. (18'x18') NUMBER OF SPRINKLERS CALCULATED: 4 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 63.4 gpm TOTAL WATER REQUIRED (including hose) : 163.3 gpm FLOW AND PRESSURE (@ BOR) : 163.3 gpm @ 47.9 psi SPRINKLER ORIFICE SIZE: 1/2 inch NAME OF CONTRACTOR: PATRIOT FIRE PROTECTION DESIGN/LAYOUT BY: JACOB TRENDA AUTHORITY HAVING JURISDICTION: CITY OF TIGARD CONTRACTOR CERTIFICATION NUMBER: 70822 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 64620537 ) HRS SYSTEMS, INC. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 4/6/2023TS\DOCUMENTS\HYDRAULIC CALCS\31-1587 - RESIDENTIAL CALC.SDF JOB TITLE: Hampton St Apts Attic Calc WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 109.0 20.0 7443.0 108.9 163.3 47.1 Available pressure is 61.9 psi (57%) greater than required pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 163.3 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 100.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 63.3 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) Al 58.0 - - - - 10.1 - - - A2 58.0 - - - - 9.3 - - - A3 58.0 - - - - 9.5 - - - A4 58.0 - - - - 11.4 - - - A5 58.0 - - - - 11.3 - - - A6 58.0 - - - - 11.4 - - - R1 56.2 K= 4.90 10.2 15.6 R2 56.2 K= 4.90 10.0 15.5 R3 56.2 K= 4.90 9.7 15.2 R4 56.2 K= 4.90 12.0 17.0 Cl 55.8 - - - - 13.4 - - - C2 55.8 - - - - 13.5 - - - C3 55.8 - - - - 13.7 - - - C4 55.8 - - - - 13.9 - - - 05 55.8 - - - - 14.0 - - - CR1 56.2 - - - - 12.0 - - - CR2 56.2 - - - - 12.0 - - - CR3 56.2 - - - - 12.3 - - - CR4 56.2 - - - - 12.3 - - - CR5 56.2 - - - - 11.8 - - - CR6 56.2 - - - - 11.8 - - - 500 57.0 - - - - 15.7 - - - 501 57.0 - - - - 14.6 - - - 502 57.0 - - - - 14.0 - - - 503 57.0 - - - - 14.1 - - - 504 57.0 - - - - 14.2 - - - 505 57.0 - - - - 14.4 - - - 506 57.0 - - - - 14.3 - - - 507 57.0 - - - - 13.5 - - - 508 57.0 - - - - 13.3 - - - 509 57.0 - - - - 12.1 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 4/6/2023TS\DOCUMENTS\HYDRAULIC CALCS\31-1587 - RESIDENTIAL CALC.SDF JOB TITLE: Hampton St Apts Attic Calc NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 510 57.0 - - - - 11.9 - - - 511 57.0 - - - - 11.7 - - - 512 57.0 - - - - 11.7 - - - 513 57.0 - - - - 11.4 - - - 514 57.0 - - - - 11.9 - - - 515 57.0 - - - - 12.6 - - - 516 57.0 - - - - 12.8 - - - 517 57.0 - - - - 12.8 - - - 518 57.0 - - - - 12.9 - - - 519 56.2 - - - - 14.0 - - - 520 57.0 - - - - 13.5 - - - 521 57.0 - - - - 13.6 - - - 522 57.0 - - - - 13.5 - - - 523 57.0 - - - - 13.6 - - - 524 57.0 - - - - 11.4 - - - SP5 51.9 - - - - 20.1 - - - SP4 15.5 - - - - 36.0 - - - SP2 15.5 - - - - 36.0 - - - SP1 1.2 HOSE STREAM 42.2 100.0 BF1 1.2 - - - - 47.3 - - - BF2 1.2 - - - - 42.3 - - - BOR -0.3 - - - - 47.9 - - - SOURCE 2.0 SOURCE 47.1 163.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 4/6/2023TS\DOCUMENTS\HYDRAULIC CALCS\31-1587 - RESIDENTIAL CALC.SDF JOB TITLE: Hampton St Apts Attic Calc PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -12.8 1.598 PL 12.33 PF 0.1 502 57.0 0.0 14.0 0.0 2.1 150 FTG ---- PE 0.0 503 57.0 0.0 14.1 0.0 0.005 TL 12.33 PV Pipe: 2 -23.6 1.598 PL 6.75 PF 0.1 503 57.0 0.0 14.1 0.0 3.8 150 FTG ---- PE 0.0 504 57.0 0.0 14.2 0.0 0.015 TL 6.75 PV Pipe: 3 -33.6 1.598 PL 5.33 PF 0.4 504 57.0 0.0 14.2 0.0 5.4 150 FTG T PE 0.0 501 57.0 0.0 14.6 0.0 0.029 TL 13.73 PV Pipe: 4 -63.4 1.598 PL 7.42 PF 1.1 501 57.0 0.0 14.6 0.0 10.1 150 FTG E PE 0.0 500 57.0 0.0 15.7 0.0 0.094 TL 11.42 PV Pipe: 5 29.8 1.598 PL 7.08 PF 0.2 501 57.0 0.0 14.6 0.0 4.8 150 FTG ---- PE 0.0 505 57.0 0.0 14.4 0.0 0.023 TL 7.08 PV Pipe: 6 15.4 1.598 PL 14.92 PF 0.1 505 57.0 0.0 14.4 0.0 2.5 150 FTG ---- PE 0.0 506 57.0 0.0 14.3 0.0 0.007 TL 14.92 PV Pipe: 7 15.4 1.394 PL 15.75 PF 0.2 507 57.0 0.0 13.5 0.0 3.2 150 FTG ---- PE 0.0 508 57.0 0.0 13.3 0.0 0.013 TL 15.75 PV Pipe: 8 29.8 1.394 PL 22.54 PF 1.2 508 57.0 0.0 13.3 0.0 6.3 150 FTG E PE 0.0 509 57.0 0.0 12.1 0.0 0.045 TL 26.34 PV Pipe: 9 21.2 1.394 PL 6.83 PF 0.2 509 57.0 0.0 12.1 0.0 4.5 150 FTG ---- PE 0.0 510 57.0 0.0 11.9 0.0 0.024 TL 6.83 PV Pipe: 10 21.2 1.394 PL 9.17 PF 0.2 510 57.0 0.0 11.9 0.0 4.5 150 FTG ---- PE 0.0 511 57.0 0.0 11.7 0.0 0.024 TL 9.17 PV Pipe: 11 0.0 1.394 PL 4.83 PF 0.0 511 57.0 0.0 11.7 0.0 0.0 150 FTG ---- PE 0.0 512 57.0 0.0 11.7 0.0 0.000 TL 4.83 PV Pipe: 12 -25.2 1.394 PL 16.00 PF 0.5 513 57.0 0.0 11.4 0.0 5.3 150 FTG ---- PE 0.0 514 57.0 0.0 11.9 0.0 0.033 TL 16.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 4/6/2023TS\DOCUMENTS\HYDRAULIC CALCS\31-1587 - RESIDENTIAL CALC.SDF JOB TITLE: Hampton St Apts Attic Calc PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 -33.6 1.394 PL 11.25 PF 0.6 514 57.0 0.0 11.9 0.0 7.1 150 FTG ---- PE 0.0 515 57.0 0.0 12.6 0.0 0.056 TL 11.25 PV Pipe: 14 -23.6 1.394 PL 6.00 PF 0.2 515 57.0 0.0 12.6 0.0 5.0 150 FTG ---- PE 0.0 516 57.0 0.0 12.8 0.0 0.029 TL 6.00 PV Pipe: 15 -11.0 1.394 PL 13.08 PF 0.1 516 57.0 0.0 12.8 0.0 2.3 150 FTG ---- PE 0.0 517 57.0 0.0 12.8 0.0 0.007 TL 13.08 PV Pipe: 16 -11.0 1.394 PL 11.42 PF 0.1 517 57.0 0.0 12.8 0.0 2.3 150 FTG ---- PE 0.0 518 57.0 0.0 12.9 0.0 0.007 TL 11.42 PV Pipe: 17 12.8 1.394 PL 37.75 PF 0.4 502 57.0 0.0 14.0 0.0 2.7 150 FTG E PE 0.0 523 57.0 0.0 13.6 0.0 0.009 TL 41.55 PV Pipe: 18 12.8 1.394 PL 3.67 PF 0.1 523 57.0 0.0 13.6 0.0 2.7 150 FTG T PE 0.0 522 57.0 0.0 13.5 0.0 0.009 TL 10.97 PV Pipe: 19 11.0 1.394 PL 76.67 PF 0.6 522 57.0 0.0 13.5 0.0 2.3 150 FTG T PE 0.0 518 57.0 0.0 12.9 0.0 0.007 TL 83.97 PV Pipe: 20 1.8 1.394 PL 24.54 PF 0.0 522 57.0 0.0 13.5 0.0 0.4 150 FTG T PE 0.0 520 57.0 0.0 13.5 0.0 0.000 TL 31.84 PV Pipe: 21 10.8 1.394 PL 62.33 PF 0.5 503 57.0 0.0 14.1 0.0 2.3 150 FTG E PE 0.0 521 57.0 0.0 13.6 0.0 0.007 TL 66.13 PV Pipe: 22 10.8 1.394 PL 16.00 PF 0.1 521 57.0 0.0 13.6 0.0 2.3 150 FTG ---- PE 0.0 520 57.0 0.0 13.5 0.0 0.007 TL 16.00 PV Pipe: 23 12.6 1.394 PL 76.67 PF 0.8 520 57.0 0.0 13.5 0.0 2.6 150 FTG T PE 0.0 516 57.0 0.0 12.8 0.0 0.009 TL 83.97 PV Pipe: 24 10.0 1.394 PL 68.38 PF 0.5 504 57.0 0.0 14.2 0.0 2.1 150 FTG 2E2T PE 0.3 519 56.2 0.0 14.0 0.0 0.006 TL 90.58 PV Pipe: 25 10.0 1.394 PL 16.83 PF 0.2 519 56.2 0.0 14.0 0.0 2.1 150 FTG ET PE 0.2 C5 55.8 0.0 14.0 0.0 0.006 TL 27.93 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 4/6/2023TS\DOCUMENTS\HYDRAULIC CALCS\31-1587 - RESIDENTIAL CALC.SDF JOB TITLE: Hampton St Apts Attic Calc PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 26 10.0 1.394 PL 13.67 PF 0.1 C5 55.8 0.0 14.0 0.0 2.1 150 FTG ET PE 0.0 C4 55.8 0.0 13.9 0.0 0.006 TL 24.77 PV Pipe: 27 10.0 1.394 PL 18.00 PF 0.2 C4 55.8 0.0 13.9 0.0 2.1 150 FTG ET PE 0.0 C3 55.8 0.0 13.7 0.0 0.006 TL 29.10 PV Pipe: 28 10.0 1.394 PL 18.00 PF 0.2 C3 55.8 0.0 13.7 0.0 2.1 150 FTG ET PE 0.0 C2 55.8 0.0 13.5 0.0 0.006 TL 29.10 PV Pipe: 29 10.0 1.394 PL 18.00 PF 0.2 C2 55.8 0.0 13.5 0.0 2.1 150 FTG ET PE 0.0 Cl 55.8 0.0 13.4 0.0 0.006 TL 29.10 PV Pipe: 30 10.0 1.394 PL 18.17 PF 0.2 Cl 55.8 0.0 13.4 0.0 2.1 150 FTG 2E2T PE -0.5 515 57.0 0.0 12.6 0.0 0.006 TL 40.37 PV Pipe: 31 14.4 1.394 PL 75.33 PF 1.2 505 57.0 0.0 14.4 0.0 3.0 150 FTG 4ET PE 0.0 508 57.0 0.0 13.3 0.0 0.012 TL 97.83 PV Pipe: 32 15.4 1.394 PL 59.67 PF 0.8 506 57.0 0.0 14.3 0.0 3.2 150 FTG E PE 0.0 507 57.0 0.0 13.5 0.0 0.013 TL 63.47 PV Pipe: 33 8.6 1.394 PL 59.00 PF 0.3 509 57.0 0.0 12.1 0.0 1.8 150 FTG T PE -0.4 A6 58.0 0.0 11.4 0.0 0.005 TL 66.30 PV Pipe: 34 8.6 1.394 PL 13.00 PF 0.1 A6 58.0 0.0 11.4 0.0 1.8 150 FTG T PE 0.8 R4 56.2 4.9 12.0 17.0 0.005 TL 20.30 PV Pipe: 35 -8.4 1.394 PL 3.00 PF 0.0 R4 56.2 4.9 12.0 17.0 1.8 150 FTG T PE -0.8 A5 58.0 0.0 11.3 0.0 0.004 TL 10.30 PV Pipe: 36 -8.4 1.394 PL 16.00 PF 0.1 A5 58.0 0.0 11.3 0.0 1.8 150 FTG T PE 0.0 A4 58.0 0.0 11.4 0.0 0.004 TL 23.30 PV Pipe: 37 -8.4 1.394 PL 17.42 PF 0.1 A4 58.0 0.0 11.4 0.0 1.8 150 FTG T PE 0.4 514 57.0 0.0 11.9 0.0 0.004 TL 24.72 PV Pipe: 38 25.2 1.394 PL 18.42 PF 0.8 513 57.0 0.0 11.4 0.0 5.3 150 FTG T PE -0.4 Al 58.0 0.0 10.1 0.0 0.033 TL 25.72 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 4/6/2023TS\DOCUMENTS\HYDRAULIC CALCS\31-1587 - RESIDENTIAL CALC.SDF JOB TITLE: Hampton St Apts Attic Calc PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 39 25.2 1.394 PL 15.21 PF 0.7 Al 58.0 0.0 10.1 0.0 5.3 150 FTG T PE 0.8 R1 56.2 4.9 10.2 15.6 0.033 TL 22.51 PV Pipe: 40 9.6 1.394 PL 1.79 PF 0.1 R1 56.2 4.9 10.2 15.6 2.0 150 FTG T PE -0.8 A2 58.0 0.0 9.3 0.0 0.006 TL 9.09 PV Pipe: 41 9.6 1.394 PL 11.08 PF 0.1 A2 58.0 0.0 9.3 0.0 2.0 150 FTG T PE 0.8 R2 56.2 4.9 10.0 15.5 0.006 TL 18.38 PV Pipe: 42 15.2 1.394 PL 10.83 PF 0.3 R2 56.2 4.9 10.0 15.5 3.2 150 FTG 2T PE 0.0 R3 56.2 4.9 9.7 15.2 0.013 TL 25.43 PV Pipe: 43 -21.2 1.394 PL 4.88 PF 0.3 R2 56.2 4.9 10.0 15.5 4.5 150 FTG T PE -0.8 A3 58.0 0.0 9.5 0.0 0.024 TL 12.18 PV Pipe: 44 -21.2 1.394 PL 53.08 PF 1.4 A3 58.0 0.0 9.5 0.0 4.5 150 FTG T PE 0.4 524 57.0 0.0 11.4 0.0 0.024 TL 60.38 PV Pipe: 44A -21.2 1.394 PL 4.92 PF 0.3 524 57.0 0.0 11.4 0.0 4.5 150 FTG T PE 0.0 511 57.0 0.0 11.7 0.0 0.024 TL 12.22 PV Pipe: 45 0.0 1.394 PL 14.00 PF 0.0 CR1 56.2 0.0 12.0 0.0 0.0 150 FTG T PE 0.0 CR2 56.2 0.0 12.0 0.0 0.000 TL 21.30 PV Pipe: 46 0.0 1.394 PL 9.08 PF 0.0 CR2 56.2 0.0 12.0 0.0 0.0 150 FTG E PE -0.3 512 57.0 0.0 11.7 0.0 0.000 TL 12.88 PV Pipe: 47 0.0 1.394 PL 14.00 PF 0.0 CR3 56.2 0.0 12.3 0.0 0.0 150 FTG T PE 0.0 CR4 56.2 0.0 12.3 0.0 0.000 TL 21.30 PV Pipe: 48 0.0 1.394 PL 9.08 PF 0.0 CR4 56.2 0.0 12.3 0.0 0.0 150 FTG T PE -0.3 510 57.0 0.0 11.9 0.0 0.000 TL 16.38 PV Pipe: 49 0.0 1.394 PL 4.83 PF 0.0 CR5 56.2 0.0 11.8 0.0 0.0 150 FTG E PE -0.3 524 57.0 0.0 11.4 0.0 0.000 TL 8.63 PV Pipe: 49A 0.0 1.394 PL 5.17 PF 0.0 CR6 56.2 0.0 11.8 0.0 0.0 150 FTG E PE -0.3 524 57.0 0.0 11.4 0.0 0.000 TL 8.97 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 4/6/2023TS\DOCUMENTS\HYDRAULIC CALCS\31-1587 - RESIDENTIAL CALC.SDF JOB TITLE: Hampton St Apts Attic Calc PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 54 -63.4 1.598 PL 5.12 PF 2.3 500 57.0 0.0 15.7 0.0 10.1 120 FTG 2ET PE 2.2 SP5 51.9 0.0 20.1 0.0 0.141 TL 15.98 PV Pipe: 55 -63.4 4.000 PL 37.88 PF 0.1 SP5 51.9 0.0 20.1 0.0 1.6 120 FTG T PE 15.8 SP4 15.5 0.0 36.0 0.0 0.002 TL 57.25 PV Pipe: 56 -63.4 6.000 PL 23.92 PF 0.0 SP4 15.5 0.0 36.0 0.0 0.7 120 FTG 2ET PE 0.0 SP2 15.5 0.0 36.0 0.0 0.000 TL 78.95 PV Pipe: 57 -63.4 6.000 PL 14.29 PF 0.0 SP2 15.5 0.0 36.0 0.0 0.7 120 FTG T PE 6.2 SP1 1.2 H.S. 42.2 100.0 0.000 TL 42.76 PV Pipe: 58 -163.4 6.000 PL 9.50 PF 0.0 SP1 1.2 H.S. 42.2 100.0 1.9 120 FTG 2E PE 0.0 BF2 1.2 0.0 42.3 0.0 0.001 TL 36.07 PV Pipe: 59 FIXED PRESSURE LOSS DEVICE BF1 1.2 0.0 47.3 0.0 5.0 psi, 163.4 gpm BF2 1.2 0.0 42.3 0.0 Pipe: 60 -163.4 6.000 PL 1.50 PF 0.0 BF1 1.2 0.0 47.3 0.0 1.9 120 FTG ---- PE 0.6 BOR -0.3 0.0 47.9 0.0 0.001 TL 1.50 PV Pipe: 61 -163.3 6.000 PL 54.50 PF 0.1 BOR -0.3 0.0 47.9 0.0 1.9 140 FTG 3ET PE -1.0 SOURCE 2.0 SRCE 47.1 (N/A) 0.001 TL 145.36 PV NOTES (HASS) : (1) Calculations were performed by the HASS 8.8 R4 D computer program in accordance with NFPA13 (2019) under license no. 64620537 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.099 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 10.1 ft/sec at pipe 54. (4) Items listed in bold print on the cover sheet SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 4/6/2023TS\DOCUMENTS\HYDRAULIC CALCS\31-1587 - RESIDENTIAL CALC.SDF JOB TITLE: Hampton St Apts Attic Calc are automatically transferred from the calculation report. (5) PIPE FITTINGS TABLE HASS Pipe Table Name: standard.pip PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPVly NPTee F F45E11 4.026 10.00 20.00 6.00 22.00 12.00 2.00 20.00 20.00 20.00 5.00 6.065 14.00 30.00 9.00 32.00 10.00 3.00 28.00 28.00 30.00 7.00 PAGE: F MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F E T R K C G F45 Ell Tee RunT Kplg ChkVly Gate 1.394 1.80 3.80 7.30 2.30 1.00 11.00 0.80 1.598 2.10 4.00 8.40 2.70 1.00 14.00 1.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 4/6/2023TS\DOCUMENTS\HYDRAULIC CALCS\31-1587 - RESIDENTIAL CALC.SDF JOB TITLE: Hampton St Apts Attic Calc WATER SUPPLY ANALYSIS Static: 109.00 psi Resid: 20.00 psi Flow: 7443.0 gpm 120.0 1 LEGEND 100.0 1 "'Available pressure 108.92 psi @ 163.3 gpm G A 2 •Required pressure U 80.0 47.06 psi @ 163.3 gpm G E A. Source Supply Curve P B. System Demand Curve R 60.0 E S S 2 U R 40.0 E ( P 20.0 s S S i S44 S ) SS. S 0.0 -14.7 1 1 I 1 1 1 1 1 16024003200 4000 4800 5600 6400 7200 8000 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 4/6/2023TS\DOCUMENTS\HYDRAULIC CALCS\31-1587 - RESIDENTIAL CALC.SDF JOB TITLE: Hampton St Apts Attic Caic WATER SUPPLY CURVE 120+ 1100\ I \\ 1 \ I \\ 100+ \ I \\ \\ I \ 90+ \\ I \ I \\ I \ P 80+ \\ R I \\ E I \ S I \\ S 70+ \ U I \\ R 1 \\ E I \ 60+ \\ ( I \ P I \\ S I \ I 50+ \\ X \\ I \ \\ 40+ I \\ I \\ I \ 30+ \\ I \ I \\ I \ 20+ LEGEND " 20.0 psi @ 7443 gpm-> * " Flow Test Point I X = Required Water Supply 47.06 psi @ 163.3 gpm 10+ I 0 = Available Water Supply " I 108.92 psi @ 163.3 gpm " I " 0++-+---+----+ + + + + + + 16002400 3200 4000 4800 5600 6400 7200 8000 FLOW (GPM) HYDRAULIC CALCULATIONS FOR Hampton St. Apts Corridor Calc FILE NUMBER: DATE: APR 6, 2023 -DESIGN DATA- OCCUPANCY CLASSIFICATION: Light Hazard DENSITY: 0.10 gpm/5 Heads in Corridor AREA OF APPLICATION: 514 sq. ft. COVERAGE PER SPRINKLER: 324 sq. ft. (18'x18') NUMBER OF SPRINKLERS CALCULATED: 5 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 86.8 gpm TOTAL WATER REQUIRED (including hose) : 186.9 gpm FLOW AND PRESSURE (@ BOR) : 186.9 gpm @ 57.3 psi SPRINKLER ORIFICE SIZE: 1/2 inch NAME OF CONTRACTOR: PATRIOT FIRE PROTECTION DESIGN/LAYOUT BY: JACOB TRENDA AUTHORITY HAVING JURISDICTION: CITY OF TIGARD CONTRACTOR CERTIFICATION NUMBER: 70822 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 64620537 ) HRS SYSTEMS, INC. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 4/6/2023MENTS\DOCUMENTS\HYDRAULIC CALCS\31-1587 - CORRIDOR CALC.SDF JOB TITLE: Hampton St Apts Corridor Calc WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 109.0 20.0 7443.0 108.9 186.9 56.5 Available pressure is 52.4 psi (48%) greater than required pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 186.9 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 100.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 86.9 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) Al 58.0 - - - - 18.2 - - - A2 58.0 - - - - 18.4 - - - A3 58.0 - - - - 18.6 - - - A4 58.0 - - - - 18.1 - - - A5 58.0 - - - - 18.3 - - - A6 58.0 - - - - 18.6 - - - R1 56.2 - - - - 19.1 - - - R2 56.2 - - - - 19.3 - - - R3 56.2 - - - - 19.3 - - - R4 56.2 - - - - 19.2 - - - C1 55.8 K= 4.90 13.8 18.2 C2 55.8 K= 4.90 12.4 17.2 C3 55.8 K= 4.90 12.0 17.0 C4 55.8 K= 4.90 12.1 17.0 C5 55.8 K= 4.90 12.6 17.4 CR1 56.2 - - - - 19.9 - - - CR2 56.2 - - - - 19.9 - - - CR3 56.2 - - - - 20.0 - - - CR4 56.2 - - - - 20.0 - - - CR5 56.2 - - - - 19.8 - - - CR6 56.2 - - - - 19.8 - - - 500 57.0 - - - - 23.2 - - - 501 57.0 - - - - 21.3 - - - 502 57.0 - - - - 19.8 - - - 503 57.0 - - - - 19.9 - - - 504 57.0 - - - - 20.0 - - - 505 57.0 - - - - 21.2 - - - 506 57.0 - - - - 21.1 - - - 507 57.0 - - - - 20.6 - - - 508 57.0 - - - - 20.4 - - - 509 57.0 - - - - 19.7 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 4/6/2023MENTS\DOCUMENTS\HYDRAULIC CALCS\31-1587 - CORRIDOR CALC.SDF JOB TITLE: Hampton St Apts Corridor Calc NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 510 57.0 - - - - 19.6 - - - 511 57.0 - - - - 19.6 - - - 512 57.0 - - - - 19.6 - - - 513 57.0 - - - - 18.5 - - - 514 57.0 - - - - 18.3 - - - 515 57.0 - - - - 18.0 - - - 516 57.0 - - - - 18.2 - - - 517 57.0 - - - - 18.3 - - - 518 57.0 - - - - 18.4 - - - 519 56.2 - - - - 14.2 - - - 520 57.0 - - - - 19.2 - - - 521 57.0 - - - - 19.3 - - - 522 57.0 - - - - 19.2 - - - 523 57.0 - - - - 19.3 - - - 524 57.0 - - - - 19.5 - - - SP5 51.9 - - - - 29.5 - - - SP4 15.5 - - - - 45.4 - - - SP2 15.5 - - - - 45.4 - - - SP1 1.2 HOSE STREAM 51.6 100.0 BF1 1.2 - - - - 56.7 - - - BF2 1.2 - - - - 51.7 - - - BOR -0.3 - - - - 57.3 - - - SOURCE 2.0 SOURCE 56.5 186.9 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 4/6/2023MENTS\DOCUMENTS\HYDRAULIC CALCS\31-1587 - CORRIDOR CALC.SDF JOB TITLE: Hampton St Apts Corridor Calc PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -14.3 1.598 PL 12.33 PF 0.1 502 57.0 0.0 19.8 0.0 2.3 150 FTG ---- PE 0.0 503 57.0 0.0 19.9 0.0 0.006 TL 12.33 PV Pipe: 2 -26.4 1.598 PL 6.75 PF 0.1 503 57.0 0.0 19.9 0.0 4.2 150 FTG ---- PE 0.0 504 57.0 0.0 20.0 0.0 0.019 TL 6.75 PV Pipe: 3 -63.4 1.598 PL 5.33 PF 1.3 504 57.0 0.0 20.0 0.0 10.1 150 FTG T PE 0.0 501 57.0 0.0 21.3 0.0 0.094 TL 13.73 PV Pipe: 4 -86.8 1.598 PL 7.42 PF 1.9 501 57.0 0.0 21.3 0.0 13.9 150 FTG E PE 0.0 500 57.0 0.0 23.2 0.0 0.168 TL 11.42 PV Pipe: 5 23.5 1.598 PL 7.08 PF 0.1 501 57.0 0.0 21.3 0.0 3.8 150 FTG ---- PE 0.0 505 57.0 0.0 21.2 0.0 0.015 TL 7.08 PV Pipe: 6 12.1 1.598 PL 14.92 PF 0.1 505 57.0 0.0 21.2 0.0 1.9 150 FTG ---- PE 0.0 506 57.0 0.0 21.1 0.0 0.004 TL 14.92 PV Pipe: 7 12.1 1.394 PL 15.75 PF 0.1 507 57.0 0.0 20.6 0.0 2.5 150 FTG ---- PE 0.0 508 57.0 0.0 20.4 0.0 0.009 TL 15.75 PV Pipe: 8 23.5 1.394 PL 22.54 PF 0.8 508 57.0 0.0 20.4 0.0 4.9 150 FTG E PE 0.0 509 57.0 0.0 19.7 0.0 0.029 TL 26.34 PV Pipe: 9 10.8 1.394 PL 6.83 PF 0.0 509 57.0 0.0 19.7 0.0 2.3 150 FTG ---- PE 0.0 510 57.0 0.0 19.6 0.0 0.007 TL 6.83 PV Pipe: 10 10.8 1.394 PL 9.17 PF 0.1 510 57.0 0.0 19.6 0.0 2.3 150 FTG ---- PE 0.0 511 57.0 0.0 19.6 0.0 0.007 TL 9.17 PV Pipe: 11 0.0 1.394 PL 4.83 PF 0.0 511 57.0 0.0 19.6 0.0 0.0 150 FTG ---- PE 0.0 512 57.0 0.0 19.6 0.0 0.000 TL 4.83 PV Pipe: 12 10.8 1.394 PL 16.00 PF 0.1 513 57.0 0.0 18.5 0.0 2.3 150 FTG ---- PE 0.0 514 57.0 0.0 18.3 0.0 0.007 TL 16.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 4/6/2023MENTS\DOCUMENTS\HYDRAULIC CALCS\31-1587 - CORRIDOR CALC.SDF JOB TITLE: Hampton St Apts Corridor Calc PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 23.5 1.394 PL 11.25 PF 0.3 514 57.0 0.0 18.3 0.0 4.9 150 FTG ---- PE 0.0 515 57.0 0.0 18.0 0.0 0.029 TL 11.25 PV Pipe: 14 -26.4 1.394 PL 6.00 PF 0.2 515 57.0 0.0 18.0 0.0 5.5 150 FTG ---- PE 0.0 516 57.0 0.0 18.2 0.0 0.036 TL 6.00 PV Pipe: 15 -12.3 1.394 PL 13.08 PF 0.1 516 57.0 0.0 18.2 0.0 2.6 150 FTG ---- PE 0.0 517 57.0 0.0 18.3 0.0 0.009 TL 13.08 PV Pipe: 16 -12.3 1.394 PL 11.42 PF 0.1 517 57.0 0.0 18.3 0.0 2.6 150 FTG ---- PE 0.0 518 57.0 0.0 18.4 0.0 0.009 TL 11.42 PV Pipe: 17 14.3 1.394 PL 37.75 PF 0.5 502 57.0 0.0 19.8 0.0 3.0 150 FTG E PE 0.0 523 57.0 0.0 19.3 0.0 0.012 TL 41.55 PV Pipe: 18 14.3 1.394 PL 3.67 PF 0.1 523 57.0 0.0 19.3 0.0 3.0 150 FTG T PE 0.0 522 57.0 0.0 19.2 0.0 0.012 TL 10.97 PV Pipe: 19 12.3 1.394 PL 76.67 PF 0.7 522 57.0 0.0 19.2 0.0 2.6 150 FTG T PE 0.0 518 57.0 0.0 18.4 0.0 0.009 TL 83.97 PV Pipe: 20 2.0 1.394 PL 24.54 PF 0.0 522 57.0 0.0 19.2 0.0 0.4 150 FTG T PE 0.0 520 57.0 0.0 19.2 0.0 0.000 TL 31.84 PV Pipe: 21 12.1 1.394 PL 62.33 PF 0.6 503 57.0 0.0 19.9 0.0 2.5 150 FTG E PE 0.0 521 57.0 0.0 19.3 0.0 0.008 TL 66.13 PV Pipe: 22 12.1 1.394 PL 16.00 PF 0.1 521 57.0 0.0 19.3 0.0 2.5 150 FTG ---- PE 0.0 520 57.0 0.0 19.2 0.0 0.008 TL 16.00 PV Pipe: 23 14.1 1.394 PL 76.67 PF 0.9 520 57.0 0.0 19.2 0.0 3.0 150 FTG T PE 0.0 516 57.0 0.0 18.2 0.0 0.011 TL 83.97 PV Pipe: 24 37.0 1.394 PL 68.38 PF 6.1 504 57.0 0.0 20.0 0.0 7.8 150 FTG 2E2T PE 0.3 519 56.2 0.0 14.2 0.0 0.067 TL 90.58 PV Pipe: 25 37.0 1.394 PL 16.83 PF 1.9 519 56.2 0.0 14.2 0.0 7.8 150 FTG ET PE 0.2 C5 55.8 4.9 12.6 17.4 0.067 TL 27.93 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 4/6/2023MENTS\DOCUMENTS\HYDRAULIC CALCS\31-1587 - CORRIDOR CALC.SDF JOB TITLE: Hampton St Apts Corridor Caic PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 26 19.6 1.394 PL 13.67 PF 0.5 C5 55.8 4.9 12.6 17.4 4.1 150 FTG ET PE 0.0 C4 55.8 4.9 12.1 17.0 0.021 TL 24.77 PV Pipe: 27 2.6 1.394 PL 18.00 PF 0.0 C4 55.8 4.9 12.1 17.0 0.5 150 FTG ET PE 0.0 C3 55.8 4.9 12.0 17.0 0.000 TL 29.10 PV Pipe: 28 -14.4 1.394 PL 18.00 PF 0.3 C3 55.8 4.9 12.0 17.0 3.0 150 FTG ET PE 0.0 C2 55.8 4.9 12.4 17.2 0.012 TL 29.10 PV Pipe: 29 -31.6 1.394 PL 18.00 PF 1.5 C2 55.8 4.9 12.4 17.2 6.6 150 FTG ET PE 0.0 Cl 55.8 4.9 13.8 18.2 0.050 TL 29.10 PV Pipe: 30 -49.9 1.394 PL 18.17 PF 4.7 Cl 55.8 4.9 13.8 18.2 10.5 150 FTG 2E2T PE -0.5 515 57.0 0.0 18.0 0.0 0.117 TL 40.37 PV Pipe: 31 11.4 1.394 PL 75.33 PF 0.7 505 57.0 0.0 21.2 0.0 2.4 150 FTG 4ET PE 0.0 508 57.0 0.0 20.4 0.0 0.008 TL 97.83 PV Pipe: 32 12.1 1.394 PL 59.67 PF 0.5 506 57.0 0.0 21.1 0.0 2.5 150 FTG E PE 0.0 507 57.0 0.0 20.6 0.0 0.009 TL 63.47 PV Pipe: 33 12.6 1.394 PL 59.00 PF 0.6 509 57.0 0.0 19.7 0.0 2.7 150 FTG T PE -0.4 A6 58.0 0.0 18.6 0.0 0.009 TL 66.30 PV Pipe: 34 12.6 1.394 PL 13.00 PF 0.2 A6 58.0 0.0 18.6 0.0 2.7 150 FTG T PE 0.8 R4 56.2 0.0 19.2 0.0 0.009 TL 20.30 PV Pipe: 35 12.6 1.394 PL 3.00 PF 0.1 R4 56.2 0.0 19.2 0.0 2.7 150 FTG T PE -0.8 A5 58.0 0.0 18.3 0.0 0.009 TL 10.30 PV Pipe: 36 12.6 1.394 PL 16.00 PF 0.2 A5 58.0 0.0 18.3 0.0 2.7 150 FTG T PE 0.0 A4 58.0 0.0 18.1 0.0 0.009 TL 23.30 PV Pipe: 37 12.6 1.394 PL 17.42 PF 0.2 A4 58.0 0.0 18.1 0.0 2.7 150 FTG T PE 0.4 514 57.0 0.0 18.3 0.0 0.009 TL 24.72 PV Pipe: 38 -10.8 1.394 PL 18.42 PF 0.2 513 57.0 0.0 18.5 0.0 2.3 150 FTG T PE -0.4 Al 58.0 0.0 18.2 0.0 0.007 TL 25.72 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 4/6/2023MENTS\DOCUMENTS\HYDRAULIC CALCS\31-1587 - CORRIDOR CALC.SDF JOB TITLE: Hampton St Apts Corridor Calc PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 39 -10.8 1.394 PL 15.21 PF 0.2 Al 58.0 0.0 18.2 0.0 2.3 150 FTG T PE 0.8 R1 56.2 0.0 19.1 0.0 0.007 TL 22.51 PV Pipe: 40 -10.8 1.394 PL 1.79 PF 0.1 R1 56.2 0.0 19.1 0.0 2.3 150 FTG T PE -0.8 A2 58.0 0.0 18.4 0.0 0.007 TL 9.09 PV Pipe: 41 -10.8 1.394 PL 11.08 PF 0.1 A2 58.0 0.0 18.4 0.0 2.3 150 FTG T PE 0.8 R2 56.2 0.0 19.3 0.0 0.007 TL 18.38 PV Pipe: 42 0.0 1.394 PL 10.83 PF 0.0 R2 56.2 0.0 19.3 0.0 0.0 150 FTG 2T PE 0.0 R3 56.2 0.0 19.3 0.0 0.000 TL 25.43 PV Pipe: 43 -10.8 1.394 PL 4.88 PF 0.1 R2 56.2 0.0 19.3 0.0 2.3 150 FTG T PE -0.8 A3 58.0 0.0 18.6 0.0 0.007 TL 12.18 PV Pipe: 44 -10.8 1.394 PL 53.08 PF 0.4 A3 58.0 0.0 18.6 0.0 2.3 150 FTG T PE 0.4 524 57.0 0.0 19.5 0.0 0.007 TL 60.38 PV Pipe: 44A -10.8 1.394 PL 4.92 PF 0.1 524 57.0 0.0 19.5 0.0 2.3 150 FTG T PE 0.0 511 57.0 0.0 19.6 0.0 0.007 TL 12.22 PV Pipe: 45 0.0 1.394 PL 14.00 PF 0.0 CR1 56.2 0.0 19.9 0.0 0.0 150 FTG T PE 0.0 CR2 56.2 0.0 19.9 0.0 0.000 TL 21.30 PV Pipe: 46 0.0 1.394 PL 9.08 PF 0.0 CR2 56.2 0.0 19.9 0.0 0.0 150 FTG E PE -0.3 512 57.0 0.0 19.6 0.0 0.000 TL 12.88 PV Pipe: 47 0.0 1.394 PL 14.00 PF 0.0 CR3 56.2 0.0 20.0 0.0 0.0 150 FTG T PE 0.0 CR4 56.2 0.0 20.0 0.0 0.000 TL 21.30 PV Pipe: 48 0.0 1.394 PL 9.08 PF 0.0 CR4 56.2 0.0 20.0 0.0 0.0 150 FTG T PE -0.3 510 57.0 0.0 19.6 0.0 0.000 TL 16.38 PV Pipe: 49 0.0 1.394 PL 4.83 PF 0.0 CR5 56.2 0.0 19.8 0.0 0.0 150 FTG E PE -0.3 524 57.0 0.0 19.5 0.0 0.000 TL 8.63 PV Pipe: 49A 0.0 1.394 PL 5.17 PF 0.0 CR6 56.2 0.0 19.8 0.0 0.0 150 FTG E PE -0.3 524 57.0 0.0 19.5 0.0 0.000 TL 8.97 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 4/6/2023MENTS\DOCUMENTS\HYDRAULIC CALCS\31-1587 - CORRIDOR CALC.SDF JOB TITLE: Hampton St Apts Corridor Calc PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 54 -86.8 1.598 PL 5.12 PF 4.0 500 57.0 0.0 23.2 0.0 13.9 120 FTG 2ET PE 2.2 SP5 51.9 0.0 29.5 0.0 0.253 TL 15.98 PV Pipe: 55 -86.8 4.000 PL 37.88 PF 0.2 SP5 51.9 0.0 29.5 0.0 2.2 120 FTG T PE 15.8 SP4 15.5 0.0 45.4 0.0 0.003 TL 57.25 PV Pipe: 56 -86.8 6.000 PL 23.92 PF 0.0 SP4 15.5 0.0 45.4 0.0 1.0 120 FTG 2ET PE 0.0 SP2 15.5 0.0 45.4 0.0 0.000 TL 78.95 PV Pipe: 57 -86.8 6.000 PL 14.29 PF 0.0 SP2 15.5 0.0 45.4 0.0 1.0 120 FTG T PE 6.2 SP1 1.2 H.S. 51.6 100.0 0.000 TL 42.76 PV Pipe: 58 -186.8 6.000 PL 9.50 PF 0.1 SP1 1.2 H.S. 51.6 100.0 2.1 120 FTG 2E PE 0.0 BF2 1.2 0.0 51.7 0.0 0.002 TL 36.07 PV Pipe: 59 FIXED PRESSURE LOSS DEVICE BF1 1.2 0.0 56.7 0.0 5.0 psi, 186.8 gpm BF2 1.2 0.0 51.7 0.0 Pipe: 60 -186.8 6.000 PL 1.50 PF 0.0 BF1 1.2 0.0 56.7 0.0 2.1 120 FTG ---- PE 0.6 BOR -0.3 0.0 57.3 0.0 0.002 TL 1.50 PV Pipe: 61 -186.9 6.000 PL 54.50 PF 0.2 BOR -0.3 0.0 57.3 0.0 2.1 140 FTG 3ET PE -1.0 SOURCE 2.0 SRCE 56.5 (N/A) 0.001 TL 145.36 PV NOTES (HASS) : (1) Calculations were performed by the HASS 8.8 R4 D computer program in accordance with NFPA13 (2019) under license no. 64620537 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.051 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 13.9 ft/sec at pipe 4. (4) Items listed in bold print on the cover sheet SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 4/6/2023MENTS\DOCUMENTS\HYDRAULIC CALCS\31-1587 - CORRIDOR CALC.SDF JOB TITLE: Hampton St Apts Corridor Calc are automatically transferred from the calculation report. (5) PIPE FITTINGS TABLE HASS Pipe Table Name: standard.pip PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPVly NPTee F F45E11 4.026 10.00 20.00 6.00 22.00 12.00 2.00 20.00 20.00 20.00 5.00 6.065 14.00 30.00 9.00 32.00 10.00 3.00 28.00 28.00 30.00 7.00 PAGE: F MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F E T R K C G F45 Ell Tee RunT Kplg ChkVly Gate 1.394 1.80 3.80 7.30 2.30 1.00 11.00 0.80 1.598 2.10 4.00 8.40 2.70 1.00 14.00 1.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 4/6/2023MENTS\DOCUMENTS\HYDRAULIC CALCS\31-1587 - CORRIDOR CALC.SDF JOB TITLE: Hampton St Apts Corridor Calc WATER SUPPLY ANALYSIS Static: 109.00 psi Resid: 20.00 psi Flow: 7443.0 gpm 120.0 1 LEGEND 100.0 1 •Available pressure 108.90 psi @ 186.9 gpm G A 2 •Required pressure U 80.0 56.53 psi @ 186.9 gpm G E A. Source Supply Curve P B. System Demand Curve R 60.0 E 2 S S U R 40.0 E P 20.0 s S S 1 Ss, SS S. s 0.0 ..u,.-M1I FAM-I �=-1.I1.. -14.7 1 1 I 1 1 1 1 1 16024003200 4000 4800 5600 6400 7200 8000 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 4/6/2023MENTS\DOCUMENTS\HYDRAULIC CALCS\31-1587 - CORRIDOR CALC.SDF JOB TITLE: Hampton St Apts Corridor Calc WATER SUPPLY CURVE 120+ I I I 1100\ I \\ I \ I \\ 100+ \ I \\ I \\ I \ 90+ \\ I \ 1 \\ I \ P 80+ \\ R I \\ E I \ S I \\ S 70+ \ U I \\ R I \\ E I \ 60+ \\ ( X \ P I \\ S I \ I 50+ \\ I \\ I \ I \\ 40+ \ I \\ I \\ I \ 30+ \\ I \ I \\ I \ 20+ LEGEND " 20.0 psi @ 7443 gpm-> * I n Flow Test Point I X = Required Water Supply " I 56.53 psi @ 186.9 gpm " 10+ I 0 = Available Water Supply " I 108.90 psi @ 186.9 gpm " I „ 0++-+---+----+ + + + + + + 16002400 3200 4000 4800 5600 6400 7200 8000 FLOW (GPM) r HYDRAULIC CALCULATIONS FOR Hampton St. Apts. Clubroom Calc FILE NUMBER: 31-1587 DATE: APR 6, 2023 -DESIGN DATA- OCCUPANCY CLASSIFICATION: Light Hazard DENSITY: 0.10 gpm/658 sq. ft. AREA OF APPLICATION: 658 sq. ft. (Entire Room) COVERAGE PER SPRINKLER: 196 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 6 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 122.3 gpm TOTAL WATER REQUIRED (including hose) : 222.3 gpm FLOW AND PRESSURE (@ BOR) : 222.3 gpm @ 69.9 psi SPRINKLER ORIFICE SIZE: 1/2 inch NAME OF CONTRACTOR: PATRIOT FIRE PROTECTION DESIGN/LAYOUT BY: JACOB TRENDA AUTHORITY HAVING JURISDICTION: CITY OF TIGARD CONTRACTOR CERTIFICATION NUMBER: 70822 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 64620537 ) HRS SYSTEMS, INC. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 4/6/2023MENTS\DOCUMENTS\HYDRAULIC CALCS\31-1587 - CLUBROOM CALC.SDF JOB TITLE: Hampton St Apts Clubroom Calc WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 109.0 20.0 7443.0 108.9 222.3 69.2 Available pressure is 39.7 psi (36%) greater than required pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 222.3 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 100.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 122.3 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) Al 58.0 - - - - 19.2 - - - A2 58.0 - - - - 17.6 - - - A3 58.0 - - - - 16.1 - - - A4 58.0 - - - - 20.5 - - - A5 58.0 - - - - 19.8 - - - A6 58.0 - - - - 18.8 - - - R1 56.2 - - - - 18.9 - - - R2 56.2 - - - - 17.5 - - - R3 56.2 - - - - 17.5 - - - R4 56.2 - - - - 20.2 - - - C1 55.8 - - - - 24.4 - - - C2 55.8 - - - - 24.9 - - - C3 55.8 - - - - 25.3 - - - C4 55.8 - - - - 25.7 - - - 05 55.8 - - - - 26.1 - - - CR1 56.2 K= 5.60 12.2 19.6 CR2 56.2 K= 5.60 12.7 20.0 CR3 56.2 K= 5.60 13.3 20.4 CR4 56.2 K= 5.60 13.8 20.8 CR5 56.2 K= 5.60 13.8 20.8 CR6 56.2 K= 5.60 13.8 20.8 500 57.0 - - - - 32.0 - - - 501 57.0 - - - - 28.4 - - - 502 57.0 - - - - 26.9 - - - 503 57.0 - - - - 27.1 - - - 504 57.0 - - - - 27.4 - - - 505 57.0 - - - - 27.6 - - - 506 57.0 - - - - 27.2 - - - 507 57.0 - - - - 23.4 - - - 508 57.0 - - - - 22.5 - - - 509 57.0 - - - - 17.2 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 4/6/2023MENTS\DOCUMENTS\HYDRAULIC CALCS\31-1587 - CLUBROOM CALC.SDF JOB TITLE: Hampton St Apts Clubroom Calc NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 510 57.0 - - - - 14.8 - - - 511 57.0 - - - - 13.7 - - - 512 57.0 - - - - 13.3 - - - 513 57.0 - - - - 20.9 - - - 514 57.0 - - - - 21.7 - - - 515 57.0 - - - - 23.3 - - - 516 57.0 - - - 23.7 - - - 517 57.0 - - - - 24.0 - - - 518 57.0 - - - - 24.2 - - - 519 56.2 - - - - 26.3 - - - 520 57.0 - - - - 25.7 - - - 521 57.0 - - - - 25.9 - - - 522 57.0 - - - - 25.7 - - - 523 57.0 - - - - 25.9 - - - 524 57.0 - - - - 13.6 - - - SP5 51.9 - - - - 41.8 - - - SP4 15.5 - - - - 57.9 - - - SP2 15.5 - - - - 57.9 - - - SP1 1.2 HOSE STREAM 64.2 100.0 BF1 1.2 - - - - 69.3 - - - BF2 1.2 - - - - 64.3 - - - BOR -0.3 - - - - 69.9 - - - SOURCE 2.0 SOURCE 69.2 222.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 4/6/2023MENTS\DOCUMENTS\HYDRAULIC CALCS\31-1587 - CLUBROOM CALC.SDF JOB TITLE: Hampton St Apts Clubroom Calc PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -21.2 1.598 PL 12.33 PF 0.2 502 57.0 0.0 26.9 0.0 3.4 150 FTG ---- PE 0.0 503 57.0 0.0 27.1 0.0 0.012 TL 12.33 PV Pipe: 2 -39.0 1.598 PL 6.75 PF 0.3 503 57.0 0.0 27.1 0.0 6.2 150 FTG ---- PE 0.0 504 57.0 0.0 27.4 0.0 0.038 TL 6.75 PV Pipe: 3 -55.5 1.598 PL 5.33 PF 1.0 504 57.0 0.0 27.4 0.0 8.9 150 FTG T PE 0.0 501 57.0 0.0 28.4 0.0 0.073 TL 13.73 PV Pipe: 4 -122.3 1.598 PL 7.42 PF 3.6 501 57.0 0.0 28.4 0.0 19.6 150 FTG E PE 0.0 500 57.0 0.0 32.0 0.0 0.316 TL 11.42 PV Pipe: 5 66.8 1.598 PL 7.08 PF 0.7 501 57.0 0.0 28.4 0.0 10.7 150 FTG ---- PE 0.0 505 57.0 0.0 27.6 0.0 0.103 TL 7.08 PV Pipe: 6 34.5 1.598 PL 14.92 PF 0.5 505 57.0 0.0 27.6 0.0 5.5 150 FTG ---- PE 0.0 506 57.0 0.0 27.2 0.0 0.030 TL 14.92 PV Pipe: 7 34.5 1.394 PL 15.75 PF 0.9 507 57.0 0.0 23.4 0.0 7.2 150 FTG ---- PE 0.0 508 57.0 0.0 22.5 0.0 0.059 TL 15.75 PV Pipe: 8 66.8 1.394 PL 22.54 PF 5.3 508 57.0 0.0 22.5 0.0 14.0 150 FTG E PE 0.0 509 57.0 0.0 17.2 0.0 0.201 TL 26.34 PV Pipe: 9 91.1 1.394 PL 6.83 PF 2.4 509 57.0 0.0 17.2 0.0 19.2 150 FTG ---- PE 0.0 510 57.0 0.0 14.8 0.0 0.356 TL 6.83 PV Pipe: 10 49.9 1.394 PL 9.17 PF 1.1 510 57.0 0.0 14.8 0.0 10.5 150 FTG ---- PE 0.0 511 57.0 0.0 13.7 0.0 0.117 TL 9.17 PV Pipe: 11 39.6 1.394 PL 4.83 PF 0.4 511 57.0 0.0 13.7 0.0 8.3 150 FTG ---- PE 0.0 512 57.0 0.0 13.3 0.0 0.076 TL 4.83 PV Pipe: 12 -31.2 1.394 PL 16.00 PF 0.8 513 57.0 0.0 20.9 0.0 6.6 150 FTG ---- PE 0.0 514 57.0 0.0 21.7 0.0 0.049 TL 16.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 4/6/2023MENTS\DOCUMENTS\HYDRAULIC CALCS\31-1587 - CLUBROOM CALC.SDF JOB TITLE: Hampton St Apts Clubroom Calc PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 -55.5 1.394 PL 11.25 PF 1.6 514 57.0 0.0 21.7 0.0 11.7 150 FTG ---- PE 0.0 515 57.0 0.0 23.3 0.0 0.142 TL 11.25 PV Pipe: 14 -39.0 1.394 PL 6.00 PF 0.4 515 57.0 0.0 23.3 0.0 8.2 150 FTG ---- PE 0.0 516 57.0 0.0 23.7 0.0 0.074 TL 6.00 PV Pipe: 15 -18.2 1.394 PL 13.08 PF 0.2 516 57.0 0.0 23.7 0.0 3.8 150 FTG ---- PE 0.0 517 57.0 0.0 24.0 0.0 0.018 TL 13.08 PV Pipe: 16 -18.2 1.394 PL 11.42 PF 0.2 517 57.0 0.0 24.0 0.0 3.8 150 FTG ---- PE 0.0 518 57.0 0.0 24.2 0.0 0.018 TL 11.42 PV Pipe: 17 21.2 1.394 PL 37.75 PF 1.0 502 57.0 0.0 26.9 0.0 4.5 150 FTG E PE 0.0 523 57.0 0.0 25.9 0.0 0.024 TL 41.55 PV Pipe: 18 21.2 1.394 PL 3.67 PF 0.3 523 57.0 0.0 25.9 0.0 4.5 150 FTG T PE 0.0 522 57.0 0.0 25.7 0.0 0.024 TL 10.97 PV Pipe: 19 18.2 1.394 PL 76.67 PF 1.5 522 57.0 0.0 25.7 0.0 3.8 150 FTG T PE 0.0 518 57.0 0.0 24.2 0.0 0.018 TL 83.97 PV Pipe: 20 3.0 1.394 PL 24.54 PF 0.0 522 57.0 0.0 25.7 0.0 0.6 150 FTG T PE 0.0 520 57.0 0.0 25.7 0.0 0.001 TL 31.84 PV Pipe: 21 17.8 1.394 PL 62.33 PF 1.2 503 57.0 0.0 27.1 0.0 3.7 150 FTG E PE 0.0 521 57.0 0.0 25.9 0.0 0.017 TL 66.13 PV Pipe: 22 17.8 1.394 PL 16.00 PF 0.3 521 57.0 0.0 25.9 0.0 3.7 150 FTG ---- PE 0.0 520 57.0 0.0 25.7 0.0 0.017 TL 16.00 PV Pipe: 23 20.8 1.394 PL 76.67 PF 1.9 520 57.0 0.0 25.7 0.0 4.4 150 FTG T PE 0.0 516 57.0 0.0 23.7 0.0 0.023 TL 83.97 PV Pipe: 24 16.5 1.394 PL 68.38 PF 1.4 504 57.0 0.0 27.4 0.0 3.5 150 FTG 2E2T PE 0.3 519 56.2 0.0 26.3 0.0 0.015 TL 90.58 PV Pipe: 25 16.5 1.394 PL 16.83 PF 0.4 519 56.2 0.0 26.3 0.0 3.5 150 FTG ET PE 0.2 C5 55.8 0.0 26.1 0.0 0.015 TL 27.93 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 4/6/2023MENTS\DOCUMENTS\HYDRAULIC CALCS\31-1587 - CLUBROOM CALC.SDF JOB TITLE: Hampton St Apts Clubroom Calc PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 26 16.5 1.394 PL 13.67 PF 0.4 C5 55.8 0.0 26.1 0.0 3.5 150 FTG ET PE 0.0 C4 55.8 0.0 25.7 0.0 0.015 TL 24.77 PV Pipe: 27 16.5 1.394 PL 18.00 PF 0.4 C4 55.8 0.0 25.7 0.0 3.5 150 FTG ET PE 0.0 C3 55.8 0.0 25.3 0.0 0.015 TL 29.10 PV Pipe: 28 16.5 1.394 PL 18.00 PF 0.4 C3 55.8 0.0 25.3 0.0 3.5 150 FTG ET PE 0.0 C2 55.8 0.0 24.9 0.0 0.015 TL 29.10 PV Pipe: 29 16.5 1.394 PL 18.00 PF 0.4 C2 55.8 0.0 24.9 0.0 3.5 150 FTG ET PE 0.0 Cl 55.8 0.0 24.4 0.0 0.015 TL 29.10 PV Pipe: 30 16.5 1.394 PL 18.17 PF 0.6 Cl 55.8 0.0 24.4 0.0 3.5 150 FTG 2E2T PE -0.5 515 57.0 0.0 23.3 0.0 0.015 TL 40.37 PV Pipe: 31 32.3 1.394 PL 75.33 PF 5.1 505 57.0 0.0 27.6 0.0 6.8 150 FTG 4ET PE 0.0 508 57.0 0.0 22.5 0.0 0.052 TL 97.83 PV Pipe: 32 34.5 1.394 PL 59.67 PF 3.7 506 57.0 0.0 27.2 0.0 7.2 150 FTG E PE 0.0 507 57.0 0.0 23.4 0.0 0.059 TL 63.47 PV Pipe: 33 -24.3 1.394 PL 59.00 PF 2.0 509 57.0 0.0 17.2 0.0 5.1 150 FTG T PE -0.4 A6 58.0 0.0 18.8 0.0 0.031 TL 66.30 PV Pipe: 34 -24.3 1.394 PL 13.00 PF 0.6 A6 58.0 0.0 18.8 0.0 5.1 150 FTG T PE 0.8 R4 56.2 0.0 20.2 0.0 0.031 TL 20.30 PV Pipe: 35 -24.3 1.394 PL 3.00 PF 0.3 R4 56.2 0.0 20.2 0.0 5.1 150 FTG T PE -0.8 A5 58.0 0.0 19.8 0.0 0.031 TL 10.30 PV Pipe: 36 -24.3 1.394 PL 16.00 PF 0.7 A5 58.0 0.0 19.8 0.0 5.1 150 FTG T PE 0.0 A4 58.0 0.0 20.5 0.0 0.031 TL 23.30 PV Pipe: 37 -24.3 1.394 PL 17.42 PF 0.8 A4 58.0 0.0 20.5 0.0 5.1 150 FTG T PE 0.4 514 57.0 0.0 21.7 0.0 0.031 TL 24.72 PV Pipe: 38 31.2 1.394 PL 18.42 PF 1.3 513 57.0 0.0 20.9 0.0 6.6 150 FTG T PE -0.4 Al 58.0 0.0 19.2 0.0 0.049 TL 25.72 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 4/6/2023MENTS\DOCUMENTS\HYDRAULIC CALCS\31-1587 - CLUBROOM CALC.SDF JOB TITLE: Hampton St Apts Clubroom Calc PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 39 31.2 1.394 PL 15.21 PF 1.1 Al 58.0 0.0 19.2 0.0 6.6 150 FTG T PE 0.8 R1 56.2 0.0 18.9 0.0 0.049 TL 22.51 PV Pipe: 40 31.2 1.394 PL 1.79 PF 0.4 R1 56.2 0.0 18.9 0.0 6.6 150 FTG T PE -0.8 A2 58.0 0.0 17.6 0.0 0.049 TL 9.09 PV Pipe: 41 31.2 1.394 PL 11.08 PF 0.9 A2 58.0 0.0 17.6 0.0 6.6 150 FTG T PE 0.8 R2 56.2 0.0 17.5 0.0 0.049 TL 18.38 PV Pipe: 42 0.0 1.394 PL 10.83 PF 0.0 R2 56.2 0.0 17.5 0.0 0.0 150 FTG 2T PE 0.0 R3 56.2 0.0 17.5 0.0 0.000 TL 25.43 PV Pipe: 43 31.2 1.394 PL 4.88 PF 0.6 R2 56.2 0.0 17.5 0.0 6.6 150 FTG T PE -0.8 A3 58.0 0.0 16.1 0.0 0.049 TL 12.18 PV Pipe: 44 31.2 1.394 PL 53.08 PF 3.0 A3 58.0 0.0 16.1 0.0 6.6 150 FTG T PE 0.4 524 57.0 0.0 13.6 0.0 0.049 TL 60.38 PV Pipe: 44A -10.4 1.394 PL 4.92 PF 0.1 524 57.0 0.0 13.6 0.0 2.2 150 FTG T PE 0.0 511 57.0 0.0 13.7 0.0 0.006 TL 12.22 PV Pipe: 45 -19.6 1.394 PL 14.00 PF 0.4 CR1 56.2 5.6 12.2 19.6 4.1 150 FTG T PE 0.0 CR2 56.2 5.6 12.7 20.0 0.021 TL 21.30 PV Pipe: 46 -39.6 1.394 PL 9.08 PF 1.0 CR2 56.2 5.6 12.7 20.0 8.3 150 FTG E PE -0.3 512 57.0 0.0 13.3 0.0 0.076 TL 12.88 PV Pipe: 47 -20.4 1.394 PL 14.00 PF 0.5 CR3 56.2 5.6 13.3 20.4 4.3 150 FTG T PE 0.0 CR4 56.2 5.6 13.8 20.8 0.022 TL 21.30 PV Pipe: 48 -41.2 1.394 PL 9.08 PF 1.3 CR4 56.2 5.6 13.8 20.8 8.7 150 FTG T PE -0.3 510 57.0 0.0 14.8 0.0 0.082 TL 16.38 PV Pipe: 49 -20.8 1.394 PL 4.83 PF 0.2 CR5 56.2 5.6 13.8 20.8 4.4 150 FTG E PE -0.3 524 57.0 0.0 13.6 0.0 0.023 TL 8.63 PV Pipe: 49A -20.8 1.394 PL 5.17 PF 0.2 CR6 56.2 5.6 13.8 20.8 4.4 150 FTG E PE -0.3 524 57.0 0.0 13.6 0.0 0.023 TL 8.97 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 4/6/2023MENTS\DOCUMENTS\HYDRAULIC CALCS\31-1587 - CLUBROOM CALC.SDF JOB TITLE: Hampton St Apts Clubroom Calc PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 54 -122.3 1.598 PL 5.12 PF 7.6 500 57.0 0.0 32.0 0.0 19.6 120 FTG 2ET PE 2.2 SP5 51.9 0.0 41.8 0.0 0.477 TL 15.98 PV Pipe: 55 -122.3 4.000 PL 37.88 PF 0.3 SP5 51.9 0.0 41.8 0.0 3.1 120 FTG T PE 15.8 SP4 15.5 0.0 57.9 0.0 0.005 TL 57.25 PV Pipe: 56 -122.3 6.000 PL 23.92 PF 0.1 SP4 15.5 0.0 57.9 0.0 1.4 120 FTG 2ET PE 0.0 SP2 15.5 0.0 57.9 0.0 0.001 TL 78.95 PV Pipe: 57 -122.3 6.000 PL 14.29 PF 0.0 SP2 15.5 0.0 57.9 0.0 1.4 120 FTG T PE 6.2 SP1 1.2 H.S. 64.2 100.0 0.001 TL 42.76 PV Pipe: 58 -222.3 6.000 PL 9.50 PF 0.1 SP1 1.2 H.S. 64.2 100.0 2.5 120 FTG 2E PE 0.0 BF2 1.2 0.0 64.3 0.0 0.002 TL 36.07 PV Pipe: 59 FIXED PRESSURE LOSS DEVICE BF1 1.2 0.0 69.3 0.0 5.0 psi, 222.3 gpm BF2 1.2 0.0 64.3 0.0 Pipe: 60 -222.3 6.000 PL 1.50 PF 0.0 BF1 1.2 0.0 69.3 0.0 2.5 120 FTG ---- PE 0.6 BOR -0.3 0.0 69.9 0.0 0.002 TL 1.50 PV Pipe: 61 -222.3 6.000 PL 54.50 PF 0.3 BOR -0.3 0.0 69.9 0.0 2.5 140 FTG 3ET PE -1.0 SOURCE 2.0 SRCE 69.2 (N/A) 0.002 TL 145.36 PV NOTES (HASS) : (1) Calculations were performed by the HASS 8.8 R4 D computer program in accordance with NFPA13 (2019) under license no. 64620537 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.051 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 19.6 ft/sec at pipe 54. (4) Items listed in bold print on the cover sheet SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 4/6/2023MENTS\DOCUMENTS\HYDRAULIC CALCS\31-1587 - CLUBROOM CALC.SDF JOB TITLE: Hampton St Apts Clubroom Calc are automatically transferred from the calculation report. (5) PIPE FITTINGS TABLE HASS Pipe Table Name: standard.pip PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPVly NPTee F F45E11 4.026 10.00 20.00 6.00 22.00 12.00 2.00 20.00 20.00 20.00 5.00 6.065 14.00 30.00 9.00 32.00 10.00 3.00 28.00 28.00 30.00 7.00 PAGE: F MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F E T R K C G F45 Ell Tee RunT Kplg ChkVly Gate 1.394 1.80 3.80 7.30 2.30 1.00 11.00 0.80 1.598 2.10 4.00 8.40 2.70 1.00 14.00 1.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 4/6/2023MENTS\DOCUMENTS\HYDRAULIC CALCS\31-1587 - CLUBROOM CALC.SDF JOB TITLE: Hampton St Apts Clubroom Calc WATER SUPPLY ANALYSIS Static: 109.00 psi Resid: 20.00 psi Flow: 7443.0 gpm 120.0 1 LEGEND 100.0 1 "Available pressure 108.87 psi @ 222.3 gpm G A 2 "Required pressure U 80.0 69.17 psi @ 222.3 gpm G E 2 A. Source Supply Curve P B. System Demand Curve R 60.0 E S S U R 40.0 E ( p . 20.0 s SS i S+s SS S. 0.0 ....- . ��.. ��... -14.7 I I 1 1 1 1 1 1 16024003200 4000 4800 5600 6400 7200 8000 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 4/6/2023MENTS\DOCUMENTS\HYDRAULIC CALCS\31-1587 - CLUBROOM CALC.SDF JOB TITLE: Hampton St Apts Clubroom Calc WATER SUPPLY CURVE 120+ I I I 1100\ I \\ I \ I \\ 100+ \ I \\ I \\ I \ 90+ \\ I \ I \\ I \ P 80+ \\ R I \\ E I \ S I \\ S 70X \ U I \\ R I \\ E I \ 60+ \\ ( I \ P 1 \\ S I \ I 50+ \\ ) I \\ I \ I \\ 40+ \ I \\ I \\ I \ 30+ \\ 1 \ I \\ I \ 20+ LEGEND 20.0 psi @ 7443 gpm-> * I nFlow Test Point 1 X = Required Water Supply " I 69.17 psi @ 222.3 gpm 10+ I 0 = Available Water Supply " 1 108.87 psi @ 222.3 gpm " 1 II 0++-+---+----+ + + + + + + 16002400 3200 4000 4800 5600 6400 7200 8000 FLOW (GPM) HYDRAULIC CALCULATIONS FOR Hampton St. Apt. Attic FILE NUMBER: DATE: APR 6, 2023 -DESIGN DATA- OCCUPANCY CLASSIFICATION: Light Hazard DENSITY: 0.10 gpm/6 Heads AREA OF APPLICATION: 1438 sq. ft. COVERAGE PER SPRINKLER: 256 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 6 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 156.7 gpm TOTAL WATER REQUIRED (including hose) : 256.7 gpm FLOW AND PRESSURE (@ BOR) : 256.7 gpm @ 88.2 psi SPRINKLER ORIFICE SIZE: 1/2 inch NAME OF CONTRACTOR: PATRIOT FIRE PROTECTION DESIGN/LAYOUT BY: JACOB TRENDA AUTHORITY HAVING JURISDICTION: CITY OF TIGARD CONTRACTOR CERTIFICATION NUMBER: 70822 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 64620537 ) HRS SYSTEMS, INC. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 4/6/2023ARTMENTS\DOCUMENTS\HYDRAULIC CALCS\31-1587 - ATTIC CALC.SDF JOB TITLE: Hampton St Apts Attic Calc WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 109.0 20.0 7443.0 108.8 256.7 87.5 Available pressure is 21.3 psi (20%) greater than required pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 256.7 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 100.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 156.7 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) Al 58.0 K= 5.60 21.3 25.9 A2 58.0 K= 5.60 20.9 25.6 A3 58.0 K= 5.60 21.1 25.7 A4 58.0 K= 5.60 22.6 26.6 A5 58.0 K= 5.60 22.2 26.4 A6 58.0 K= 5.60 22.4 26.5 R1 56.2 - - - - 21.8 - - - R2 56.2 - - - - 21.8 - - - R3 56.2 - - - - 21.8 - - - R4 56.2 - - - - 23.0 - - - C1 55.8 - - - - 30.6 - - - C2 55.8 - - - - 31.6 - - - C3 55.8 - - - - 32.5 - - - C4 55.8 - - - - 33.5 - - - C5 55.8 - - - - 34.3 - - - CR1 56.2 - - - - 26.4 - - - CR2 56.2 - - - - 26.4 - - - CR3 56.2 - - - - 27.0 - - - CR4 56.2 - - - - 27.0 - - - CR5 56.2 - - - - 25.7 - - - CR6 56.2 - - - - 25.7 - - - 500 57.0 - - - - 45.6 - - - 501 57.0 - - - - 39.9 - - - 502 57.0 - - - - 36.8 - - - 503 57.0 - - - - 37.1 - - - 504 57.0 - - - - 37.7 - - - 505 57.0 - - - - 39.0 - - - 506 57.0 - - - - 38.5 - - - 507 57.0 - - - - 34.2 - - - 508 57.0 - - - - 33.2 - - - 509 57.0 - - - - 27.1 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 4/6/2023ARTMENTS\DOCUMENTS\HYDRAULIC CALCS\31-1587 - ATTIC CALC.SDF JOB TITLE: Hampton St Apts Attic Calc NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 510 57.0 - - - - 26.7 - - - 511 57.0 - - - - 26.1 - - - 512 57.0 - - - - 26.1 - - - 513 57.0 - - - - 23.9 - - - 514 57.0 - - - - 25.2 - - - 515 57.0 - - - - 28.7 - - - 516 57.0 - - - - 29.7 - - - 517 57.0 - - - - 30.2 - - - 518 57.0 - - - - 30.7 - - - 519 56.2 - - - - 35.0 - - - 520 57.0 - - - - 34.0 - - - 521 57.0 - - - - 34.6 - - - 522 57.0 - - - - 34.0 - - - 523 57.0 - - - - 34.6 - - - 524 57.0 - - - - 25.3 - - - SP5 51.9 - - - - 59.9 - - - SP4 15.5 - - - - 76.1 - - - SP2 15.5 - - - - 76.2 - - - SP1 1.2 HOSE STREAM 82.5 100.0 BF1 1.2 - - - - 87.6 - - - BF2 1.2 - - - - 82.6 - - - BOR -0.3 - - - - 88.2 - - - SOURCE 2.0 SOURCE 87.5 256.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 4/6/2023ARTMENTS\DOCUMENTS\HYDRAULIC CALCS\31-1587 - ATTIC CALC.SDF JOB TITLE: Hampton St Apts Attic Calc PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -32.4 1.598 PL 12.33 PF 0.3 502 57.0 0.0 36.8 0.0 5.2 150 FTG ---- PE 0.0 503 57.0 0.0 37.1 0.0 0.027 TL 12.33 PV Pipe: 2 -59.6 1.598 PL 6.75 PF 0.6 503 57.0 0.0 37.1 0.0 9.5 150 FTG ---- PE 0.0 504 57.0 0.0 37.7 0.0 0.084 TL 6.75 PV Pipe: 3 -84.8 1.598 PL 5.33 PF 2.2 504 57.0 0.0 37.7 0.0 13.6 150 FTG T PE 0.0 501 57.0 0.0 39.9 0.0 0.160 TL 13.73 PV Pipe: 4 -156.7 1.598 PL 7.42 PF 5.7 501 57.0 0.0 39.9 0.0 25.1 150 FTG E PE 0.0 500 57.0 0.0 45.6 0.0 0.500 TL 11.42 PV Pipe: 5 71.9 1.598 PL 7.08 PF 0.8 501 57.0 0.0 39.9 0.0 11.5 150 FTG ---- PE 0.0 505 57.0 0.0 39.0 0.0 0.118 TL 7.08 PV Pipe: 6 37.1 1.598 PL 14.92 PF 0.5 505 57.0 0.0 39.0 0.0 5.9 150 FTG ---- PE 0.0 506 57.0 0.0 38.5 0.0 0.035 TL 14.92 PV Pipe: 7 37.1 1.394 PL 15.75 PF 1.1 507 57.0 0.0 34.2 0.0 7.8 150 FTG ---- PE 0.0 508 57.0 0.0 33.2 0.0 0.068 TL 15.75 PV Pipe: 8 71.9 1.394 PL 22.54 PF 6.1 508 57.0 0.0 33.2 0.0 15.1 150 FTG E PE 0.0 509 57.0 0.0 27.1 0.0 0.230 TL 26.34 PV Pipe: 9 35.7 1.394 PL 6.83 PF 0.4 509 57.0 0.0 27.1 0.0 7.5 150 FTG ---- PE 0.0 510 57.0 0.0 26.7 0.0 0.063 TL 6.83 PV Pipe: 10 35.7 1.394 PL 9.17 PF 0.6 510 57.0 0.0 26.7 0.0 7.5 150 FTG ---- PE 0.0 511 57.0 0.0 26.1 0.0 0.063 TL 9.17 PV Pipe: 11 0.0 1.394 PL 4.83 PF 0.0 511 57.0 0.0 26.1 0.0 0.0 150 FTG ---- PE 0.0 512 57.0 0.0 26.1 0.0 0.000 TL 4.83 PV Pipe: 12 -41.5 1.394 PL 16.00 PF 1.3 513 57.0 0.0 23.9 0.0 8.7 150 FTG ---- PE 0.0 514 57.0 0.0 25.2 0.0 0.083 TL 16.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 4/6/2023ARTMENTS\DOCUMENTS\HYDRAULIC CALCS\31-1587 - ATTIC CALC.SDF JOB TITLE: Hampton St Apts Attic Calc PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 -84.8 1.394 PL 11.25 PF 3.5 514 57.0 0.0 25.2 0.0 17.8 150 FTG ---- PE 0.0 515 57.0 0.0 28.7 0.0 0.312 TL 11.25 PV Pipe: 14 -59.6 1.394 PL 6.00 PF 1.0 515 57.0 0.0 28.7 0.0 12.5 150 FTG ---- PE 0.0 516 57.0 0.0 29.7 0.0 0.162 TL 6.00 PV Pipe: 15 -27.8 1.394 PL 13.08 PF 0.5 516 57.0 0.0 29.7 0.0 5.8 150 FTG ---- PE 0.0 517 57.0 0.0 30.2 0.0 0.040 TL 13.08 PV Pipe: 16 -27.8 1.394 PL 11.42 PF 0.5 517 57.0 0.0 30.2 0.0 5.8 150 FTG ---- PE 0.0 518 57.0 0.0 30.7 0.0 0.040 TL 11.42 PV Pipe: 17 32.4 1.394 PL 37.75 PF 2.2 502 57.0 0.0 36.8 0.0 6.8 150 FTG E PE 0.0 523 57.0 0.0 34.6 0.0 0.052 TL 41.55 PV Pipe: 18 32.4 1.394 PL 3.67 PF 0.6 523 57.0 0.0 34.6 0.0 6.8 150 FTG T PE 0.0 522 57.0 0.0 34.0 0.0 0.052 TL 10.97 PV Pipe: 19 27.8 1.394 PL 76.67 PF 3.3 522 57.0 0.0 34.0 0.0 5.8 150 FTG T PE 0.0 518 57.0 0.0 30.7 0.0 0.040 TL 83.97 PV Pipe: 20 4.5 1.394 PL 24.54 PF 0.0 522 57.0 0.0 34.0 0.0 1.0 150 FTG T PE 0.0 520 57.0 0.0 34.0 0.0 0.001 TL 31.84 PV Pipe: 21 27.2 1.394 PL 62.33 PF 2.5 503 57.0 0.0 37.1 0.0 5.7 150 FTG E PE 0.0 521 57.0 0.0 34.6 0.0 0.038 TL 66.13 PV Pipe: 22 27.2 1.394 PL 16.00 PF 0.6 521 57.0 0.0 34.6 0.0 5.7 150 FTG ---- PE 0.0 520 57.0 0.0 34.0 0.0 0.038 TL 16.00 PV Pipe: 23 31.8 1.394 PL 76.67 PF 4.3 520 57.0 0.0 34.0 0.0 6.7 150 FTG T PE 0.0 516 57.0 0.0 29.7 0.0 0.051 TL 83.97 PV Pipe: 24 25.2 1.394 PL 68.38 PF 3.0 504 57.0 0.0 37.7 0.0 5.3 150 FTG 2E2T PE 0.3 519 56.2 0.0 35.0 0.0 0.033 TL 90.58 PV Pipe: 25 25.2 1.394 PL 16.83 PF 0.9 519 56.2 0.0 35.0 0.0 5.3 150 FTG ET PE 0.2 C5 55.8 0.0 34.3 0.0 0.033 TL 27.93 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 4/6/2023ARTMENTS\DOCUMENTS\HYDRAULIC CALCS\31-1587 - ATTIC CALC.SDF JOB TITLE: Hampton St Apts Attic Calc PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 26 25.2 1.394 PL 13.67 PF 0.8 C5 55.8 0.0 34.3 0.0 5.3 150 FTG ET PE 0.0 C4 55.8 0.0 33.5 0.0 0.033 TL 24.77 PV Pipe: 27 25.2 1.394 PL 18.00 PF 1.0 C4 55.8 0.0 33.5 0.0 5.3 150 FTG ET PE 0.0 C3 55.8 0.0 32.5 0.0 0.033 TL 29.10 PV Pipe: 28 25.2 1.394 PL 18.00 PF 1.0 C3 55.8 0.0 32.5 0.0 5.3 150 FTG ET PE 0.0 C2 55.8 0.0 31.6 0.0 0.033 TL 29.10 PV Pipe: 29 25.2 1.394 PL 18.00 PF 1.0 C2 55.8 0.0 31.6 0.0 5.3 150 FTG ET PE 0.0 Cl 55.8 0.0 30.6 0.0 0.033 TL 29.10 PV Pipe: 30 25.2 1.394 PL 18.17 PF 1.3 Cl 55.8 0.0 30.6 0.0 5.3 150 FTG 2E2T PE -0.5 515 57.0 0.0 28.7 0.0 0.033 TL 40.37 PV Pipe: 31 34.8 1.394 PL 75.33 PF 5.9 505 57.0 0.0 39.0 0.0 7.3 150 FTG 4ET PE 0.0 508 57.0 0.0 33.2 0.0 0.060 TL 97.83 PV Pipe: 32 37.1 1.394 PL 59.67 PF 4.3 506 57.0 0.0 38.5 0.0 7.8 150 FTG E PE 0.0 507 57.0 0.0 34.2 0.0 0.068 TL 63.47 PV Pipe: 33 36.2 1.394 PL 59.00 PF 4.3 509 57.0 0.0 27.1 0.0 7.6 150 FTG T PE -0.4 A6 58.0 5.6 22.4 26.5 0.065 TL 66.30 PV Pipe: 34 9.7 1.394 PL 13.00 PF 0.1 A6 58.0 5.6 22.4 26.5 2.0 150 FTG T PE 0.8 R4 56.2 0.0 23.0 0.0 0.006 TL 20.30 PV Pipe: 35 9.7 1.394 PL 3.00 PF 0.1 R4 56.2 0.0 23.0 0.0 2.0 150 FTG T PE -0.8 A5 58.0 5.6 22.2 26.4 0.006 TL 10.30 PV Pipe: 36 -16.7 1.394 PL 16.00 PF 0.4 A5 58.0 5.6 22.2 26.4 3.5 150 FTG T PE 0.0 A4 58.0 5.6 22.6 26.6 0.015 TL 23.30 PV Pipe: 37 -43.3 1.394 PL 17.42 PF 2.2 A4 58.0 5.6 22.6 26.6 9.1 150 FTG T PE 0.4 514 57.0 0.0 25.2 0.0 0.090 TL 24.72 PV Pipe: 38 41.5 1.394 PL 18.42 PF 2.1 513 57.0 0.0 23.9 0.0 8.7 150 FTG T PE -0.4 Al 58.0 5.6 21.3 25.9 0.083 TL 25.72 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 4/6/2023ARTMENTS\DOCUMENTS\HYDRAULIC CALCS\31-1587 - ATTIC CALC.SDF JOB TITLE: Hampton St Apts Attic Calc PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 39 15.6 1.394 PL 15.21 PF 0.3 Al 58.0 5.6 21.3 25.9 3.3 150 FTG T PE 0.8 R1 56.2 0.0 21.8 0.0 0.014 TL 22.51 PV Pipe: 40 15.6 1.394 PL 1.79 PF 0.1 R1 56.2 0.0 21.8 0.0 3.3 150 FTG T PE -0.8 A2 58.0 5.6 20.9 25.6 0.014 TL 9.09 PV Pipe: 41 -10.0 1.394 PL 11.08 PF 0.1 A2 58.0 5.6 20.9 25.6 2.1 150 FTG T PE 0.8 R2 56.2 0.0 21.8 0.0 0.006 TL 18.38 PV Pipe: 42 0.0 1.394 PL 10.83 PF 0.0 R2 56.2 0.0 21.8 0.0 0.0 150 FTG 2T PE 0.0 R3 56.2 0.0 21.8 0.0 0.000 TL 25.43 PV Pipe: 43 -10.0 1.394 PL 4.88 PF 0.1 R2 56.2 0.0 21.8 0.0 2.1 150 FTG T PE -0.8 A3 58.0 5.6 21.1 25.7 0.006 TL 12.18 PV Pipe: 44 -35.7 1.394 PL 53.08 PF 3.8 A3 58.0 5.6 21.1 25.7 7.5 150 FTG T PE 0.4 524 57.0 0.0 25.3 0.0 0.063 TL 60.38 PV Pipe: 44A -35.7 1.394 PL 4.92 PF 0.8 524 57.0 0.0 25.3 0.0 7.5 150 FTG T PE 0.0 511 57.0 0.0 26.1 0.0 0.063 TL 12.22 PV Pipe: 45 0.0 1.394 PL 14.00 PF 0.0 CR1 56.2 0.0 26.4 0.0 0.0 150 FTG T PE 0.0 CR2 56.2 0.0 26.4 0.0 0.000 TL 21.30 PV Pipe: 46 0.0 1.394 PL 9.08 PF 0.0 CR2 56.2 0.0 26.4 0.0 0.0 150 FTG E PE -0.3 512 57.0 0.0 26.1 0.0 0.000 TL 12.88 PV Pipe: 47 0.0 1.394 PL 14.00 PF 0.0 CR3 56.2 0.0 27.0 0.0 0.0 150 FTG T PE 0.0 CR4 56.2 0.0 27.0 0.0 0.000 TL 21.30 PV Pipe: 48 0.0 1.394 PL 9.08 PF 0.0 CR4 56.2 0.0 27.0 0.0 0.0 150 FTG T PE -0.3 510 57.0 0.0 26.7 0.0 0.000 TL 16.38 PV Pipe: 49 0.0 1.394 PL 4.83 PF 0.0 CR5 56.2 0.0 25.7 0.0 0.0 150 FTG E PE -0.3 524 57.0 0.0 25.3 0.0 0.000 TL 8.63 PV Pipe: 49A 0.0 1.394 PL 5.17 PF 0.0 CR6 56.2 0.0 25.7 0.0 0.0 150 FTG E PE -0.3 524 57.0 0.0 25.3 0.0 0.000 TL 8.97 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 4/6/2023ARTMENTS\DOCUMENTS\HYDRAULIC CALCS\31-1587 - ATTIC CALC.SDF JOB TITLE: Hampton St Apts Attic Calc PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 54 -156.7 1.598 PL 5.12 PF 12.1 500 57.0 0.0 45.6 0.0 25.1 120 FTG 2ET PE 2.2 SP5 51.9 0.0 59.9 0.0 0.755 TL 15.98 PV Pipe: 55 -156.7 4.000 PL 37.88 PF 0.5 SP5 51.9 0.0 59.9 0.0 4.0 120 FTG T PE 15.8 SP4 15.5 0.0 76.1 0.0 0.009 TL 57.25 PV Pipe: 56 -156.7 6.000 PL 23.92 PF 0.1 SP4 15.5 0.0 76.1 0.0 1.8 120 FTG 2ET PE 0.0 SP2 15.5 0.0 76.2 0.0 0.001 TL 78.95 PV Pipe: 57 -156.7 6.000 PL 14.29 PF 0.1 SP2 15.5 0.0 76.2 0.0 1.8 120 FTG T PE 6.2 SP1 1.2 H.S. 82.5 100.0 0.001 TL 42.76 PV Pipe: 58 -256.7 6.000 PL 9.50 PF 0.1 SP1 1.2 H.S. 82.5 100.0 2.9 120 FTG 2E PE 0.0 BF2 1.2 0.0 82.6 0.0 0.003 TL 36.07 PV Pipe: 59 FIXED PRESSURE LOSS DEVICE BF1 1.2 0.0 87.6 0.0 5.0 psi, 256.7 gpm BF2 1.2 0.0 82.6 0.0 Pipe: 60 -256.7 6.000 PL 1.50 PF 0.0 BF1 1.2 0.0 87.6 0.0 2.9 120 FTG ---- PE 0.6 BOR -0.3 0.0 88.2 0.0 0.003 TL 1.50 PV Pipe: 61 -256.7 6.000 PL 54.50 PF 0.3 BOR -0.3 0.0 88.2 0.0 2.9 140 FTG 3ET PE -1.0 SOURCE 2.0 SRCE 87.5 (N/A) 0.002 TL 145.36 PV NOTES (HASS) : (1) Calculations were performed by the HASS 8.8 R4 D computer program in accordance with NFPA13 (2019) under license no. 64620537 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.092 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 25.1 ft/sec at pipe 54. (4) Items listed in bold print on the cover sheet SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 4/6/2023ARTMENTS\DOCUMENTS\HYDRAULIC CALCS\31-1587 - ATTIC CALC.SDF JOB TITLE: Hampton St Apts Attic Calc are automatically transferred from the calculation report. (5) PIPE FITTINGS TABLE HASS Pipe Table Name: standard.pip PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPVly NPTee F F45E11 4.026 10.00 20.00 6.00 22.00 12.00 2.00 20.00 20.00 20.00 5.00 6.065 14.00 30.00 9.00 32.00 10.00 3.00 28.00 28.00 30.00 7.00 PAGE: F MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F E T R K C G F45 Ell Tee RunT Kplg ChkVly Gate 1.394 1.80 3.80 7.30 2.30 1.00 11.00 0.80 1.598 2.10 4.00 8.40 2.70 1.00 14.00 1.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 4/6/2023ARTMENTS\DOCUMENTS\HYDRAULIC CALCS\31-1587 - ATTIC CALC.SDF JOB TITLE: Hampton St Apts Attic Calc WATER SUPPLY ANALYSIS Static: 109.00 psi Resid: 20.00 psi Flow: 7443.0 gpm 120.0 1 LEGEND 100.0 1 "Available pressure 108.82 psi @ 256.7 gpm G A 2 2 •Required pressure U 80.0 87.55 psi @ 256.7 gpm G E A. Source Supply Curve P B. System Demand Curve R 60.0 E S S U R 40.0 E p 20.0 S S i Sys SS S's 0.0 -14.7 1 1 1 1 1 1 1 1 16024003200 4000 4800 5600 6400 7200 8000 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 4/6/2023ARTMENTS\DOCUMENTS\HYDRAULIC CALCS\31-1587 - ATTIC CALC.SDF JOB TITLE: Hampton St Apts Attic Calc WATER SUPPLY CURVE 120+ 1 1100\ I \\ I \ I \\ 100+ \ \\ \\ I \ 90+ \\ X \ I \\ I \ P 80+ \\ R I \\ E I \ S I \\ S 70+ \ U I \\ R I \\ E I \ 60+ \\ ( I \ P I \\ S I \ I 50+ \\ ) I \\ I \ \\ 40+ \\ \\ I \ 30+ \\ I \ \\ I \ 20+ LEGEND " 20.0 psi @ 7443 gpm-> * I Flow Test Point I X = Required Water Supply I 87.55 psi @ 256.7 gpm 10+ I 0 = Available Water Supply " I 108.82 psi @ 256.7 gpm 1 0++-+---+----+ + + + + + + 16002400 3200 4000 4800 5600 6400 7200 8000 FLOW (GPM)