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Specifications
VP$20 IO 00064 (rev. s ca ) i19'4 5W 7O'w'Ave_ Seismic Upgrades RECEIVED for JUL 14 20` CITY OFTIGARD BUILDING DIVISION TVF & R CBOC Tigard,. Oregon FIRE SPRINKLER SYSTEM Prepared By A Professional Fire Systems Co. (503)632 -4353 F DL Cliii 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 c ® Gy, LISTED . IPS. • * Additionally (UL) approved for use to brace Schedule 7 4> 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 �— — 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 S 1/ 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 41.. p . achieved. Ce. 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" - 2 - 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 ----.— (0SHPD). For additional load, spacing and placement informa- tion relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. 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 r, ; Note — Available in Electro- 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 TOLCOe 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 FACILITY • 1375 SAMPSON AVE • CORONA. CA 92879 • PH: 951.737.5599 • FAX 951.737.0330 CUSTOMER SERVICE • 800.786.5266 Ili www.toleo.com 1 1 DL cr—i www.tolco.com NIBCO Revision 12/3/2008 Fig. 825A - Bar Joist Sway Brace Attachment cOUs uSTEO 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. r /� `1 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. � i /10■• to Break off head bolt design assures verification of proper installation. Y ( / � � Approvals — Underwriter's Laboratories Listed in the USA (UL) and O Canada (cUL). For additional load, spacing and placement information Af� relating to OSHPD projects, please refer to the TOLCO Seismic Restraint fl 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 ti• 1 - set bolts until bolt heads break off. _ ---1 Max Attach other TOLCO transitional attach- ment fitting, Fig. 909, 910, 980 or 986. : +...:� ~ +.+.!.+�: ?:!�∎ . Transitional fitting attachment can pivot ,\ . ` opium -4 s for adjustment to proper brace angle. '�• / Important Structural Note: The TOLCO Fig. 825A has significant UL established design loads, however, Shawn with structural issues related to the steel Fig: 980 joist member require restricted location i ". / L installation for all bracing. Steel Joist Manufacturers require that all earth- quake bracing connections be within May pivot in 6" of the cord panel point. Installation r . ' ` ∎ any direction of the Fig. 825A is not restricted to > the two outer third sections of the r+ joist. For greater design loads, refer to 1'� 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 wan 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. OFRCEIMANUFACNRING FACILITY • 1375 SAMPSON AVE • CORONA. CA 92879 • PH: 951.737.5599 • FAX 951.737.0330 CUSTOMER SERVICE • 800.786.5266 IN www.tofco.com 1 "DLCLIJ www.tolco.com NIBCO Revision 12/3/2008 . Fig. 4L OOus LISTED Longitudinal "In- Line" Sway Brace Attachment m Size Range — 2° through 8° IPS. -.. Material — Carbon Steel Function — For bracing pipe against sway and seismic disturbance. e� Approvals — Underwriter's Laboratories Listed in the USA (UL) and Canada (cUL) 2" - 8 °. Approved by Factory Mutual Engineering (FM), - ft) , ; _ y A 0 1107 2° - 8" pipe. Installation Instructions — The Fig. 4L is the °braced pipe° attachment component of a longitudinal sway brace assembly. It is intended to be D A combined with the °bracing pipe° and TOLCO structural attachment component to form a complete bracing assembly. NFPA 13 and /or OSHPD guidelines should be followed. To Install — Place the Fig. 4L over the pipe to be braced and tighten . k bolts. Then engage "bracing pipe° into jaw opening and tighten set bolt until hex head snaps off. Jaw attachment can pivot for adjustment to C proper brace angle. - Finish — Plain I 1 Note — Available in Electro- Galvanized and HDG finish. Order By — Figure number, pipe size and finish. 4Ifr 8 4 0 Dimensions • Weights Ei II Max. Rec. * Max Rec. W p 3lzes A C D Sable Load Lbs. Load Lbs. A prox cULus 2� FAO 2� 2 1/2 2015 3000 253 3 7 2 3 1/2 2015 1550 268 4 81/2 3% 3 1/2 2015 1550 348 o 5 9% 3% 4% 1/2 2015 1450 380 Longitudinal Brace 6 111/2 5 5 1/2 2015 1450 640 8 13 6 6 1/2 2015 1450 728 * Load shown Is allowable with brace Installed, between 30° - 90 °. No reduction of load l --.—: A6 based on brace angle is required. FM approved when used with 1°, VA °, 11/2° or 2° Sch. 40 brace pipe. i• 4 -Way Riser Brace (Plan view) TOLCO® brand bracing components are designed to be compatible ONLY with other TOLCO® brand bracing components, resulting in a Listed seismic bracing assembly. DISCLAIMER — NIBCO does NOT warrant against the failure of 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. OFFICEIMANUFACTURINO FACIUTY • 1375 SAMPSON AVE • CORONA, CA 92879 • PH: 951.737.5599 • FAX 951.737.0330 CUSTOMER SERVICE • 800.786.5266 29 www.folea.cam TDLC www.tolco.com NIBCO Revision 3/10/2010 Fig. 909 - No- Thread Swivel Sway Brace Attachment c®+Js LISTED Size Range — 1" bracing pipe. For brace pipe sizes larger than 1", Component of State of 980. California a OSHPD Approved use TOLCO Fig. Seismic Restraints System • Material — Carbon Steel, hardened cone point engaging screw ♦� Function — The structural component of a sway and seismic bracing 4) system. Features — This product's design incorporates a concentric »` attachment opening which is critical to the performance 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. No (/ 4 threading of the bracing pipe is required. Open design allows for easy , inspection of pipe engagement. Application Note — The Fig. 909 is used in conjunction with the A � 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. OFRCEIMANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA CA 92879 • PH: 951.737.5599 • FAX 951.737.0330 CUSTOMER SERVICE • 800.786.5266 www.tolco.com _ , T , . .. . . wvivv..toico.com .,. ..,. ... NIBC0 . Fig. 828 - Universal Sway Brace Attachment COOS LISTED Size Range — One size accommodates all TOLCO Fig: 900 sway brace attachments. Maximum Horizontal Design Load 2015 lbs. Fits from IM' 0 • 3/8" to 7/8" thk. steel structure. *For sizes less then 3/8" thk. refer to Fig. P == Cone point 825 or Fig. 825A._ °- �— set bolts "A° Material — Carbon Steel _, Function — To attach sway bracing to various types of steel structural ll� members. Features — Permits secure non - friction connection without drilling or I. 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 i I Canada (cUL). , Installation Instructions — The Fig. 828 is the structural attachment component of a longitudinal or lateral sway brace assembly. It is intended —.1111111116111 _ to be combined with a TOLCO transitional attachment, "bracing pipe" and a TOLCO "braced pipe" attachment, to form a complete bracing assem- bly. NFPA 13 and /or OSHPD guidelines should be followed. — cone point lie" set bolt 'B" To Install — Place the Fig. 828 on flange of the beam, truss or girder. Be NM sure the attachment is fully engaged to the rear of the opening. Tighten I the cone point set bolts (A) until the heads break off. Tighten the cone - point set bolt (B) until the head breaks off. Remove the flange nut • from set bolt (B). Install a TOLCO swivel fitting (FG 909, 910, 980, Maximum Design Load across beam 2015 Lbs. 986). Use flange nut to secure the swivel fitting. Maximum Design Load along beam 2015 Lbs. Finish — Plain and Electro- Galvanized Weight/1O0 284 Lbs. Order By —.Figure number and finish US Patent # 6,098,942, Canada Patent #2,286,659 MILL/ // — — — . V' • Beam, truss Beam, truss or girder / V' or girder � Fig. 828 —>• J/ zz o -- - ■iii _ Imo! Fig. 828 se F AgP`' May pivot in May pivot in Q` ; any direction any direction ' >.,1 . Shown with \ s �I \ / 4 9 \ Fig. 986 / Shown with j Fig. 986 SIDE VIEW "A" - - �> \,1 SIDE VIEW "B" . TOLCO brand bracing components are desgined to be compatible ONLY with other TOLCO brand bracing components, resulting in a Listed seismic bracing assembly. DISCLAIMER — NIBCO does NOT warrant against the failure of TOLCO brand bracing components, in the instance that such TOLCO brand bracing components are used in combination with products, parts or systems which are not manufactured or sold under the TOLCO brand. NIBCO shall NOT be liable under any circumstance for any direct or indirect, incidental or consequential damages of any kind, including but not limited to loss of business or profit, where non -TOLCO brand bracing components have been, or are used. ® OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE • CORONA, CA 92879 • PH: 951.737.5599 • FAX 951.737.0330 CUSTOMER SERVICE • 800.786.5266 www.tolco.com • Calculation of Seismic Brace Forces Project: TVF -& R –CBO- Center — -- • Tigard, Oregon OSSC -2007, ASCE 7 -05 Reference Importance Factor (l = 1.5 Section 13.1.3 of Specs SA = SDs = .73 Per Structural Engineer /Specs a = 1 Table 13.5.1 R = 2.5 Table13.5.1 – Limited deformability – steel pipe & threaded connections z/h = 1 Attic & worse case/ Specs Fp = 0.4 a Sns Wp (1 +2 z /h) = . 53 W (Eq. 13.3 -1) R /lp Minimum F = 0.3 SDS Ip Wp = .33 W (Eq. 13.3 -2 Maximum Fp = 1.60 SD Ip Wp = 1.75 W (Eq. 13.3 -3) A Professional Fire Systems Company 17273 S. Steiner Road Beavercreek, Oregon 97004 (503) 632 -4353 phone Tol -Brace Seismic Calculations A Professional Fire Systems Project Address: TVF &R CBO Center 17273 S. Steiner Rd. Portland, Oregon 97004 C o TOLCO 11945 SW 70th. Ave.. 503- 632 =4353 — — - - a bland:of-NUBC -- Tigard, Or. 41650 Job # 20104 Calculations based on 2007 NFPA Pamphlet #13 Brace Information Tolco Brace Components Maximum Spacing 25' 0" (7.62 m) Tolco Component Fig. Number Adjusted Load Maximum Brace Length 7 0" (2.14 m) Fig.1000 Clamp 1007 lbs (457 kg) Bracing Material 1" Sch.40 Fig.909 No -Thread Swivel 1007 lbs (457 kg) Angle from Vertical 30° Min. "Calculation Based on CONCENTRIC Loading 'Please Note: These calculations are for Tolco components only. Use of any other components voids these calculations and the listing of the assembly. Least Rad. of Gyration 0.421" (11 mm) UR Value 200 Assembly Detail - • - -- -- - Max Horizontal Load 1227 lbs (557 kg) TOLCO FIG. 028 1 UNIVERSAL SWAY BRACE ATTACHMENT Force Factor (Cp) 0.53 To STEEL I-BEAM l — TOLCO FIG. 909 [_-- - -_ —__ I Fastener Information — — -- NO- THREAD SWIVEL SWAY BRACE ATTACHMENT TYP. Fastener Orientation NFPA Type A ,. :li Type Fig.828 Along Beam STEEL PIPE • • •' "I ,- LATERAL BRACE • Diameter N/A 113, TOLCO FIG. 1000 • 4'■• - FAST CLAMP - SWAY BRACE Length N/A ATTACHMENT Brace Identification on Plans Lateral #1 Maximum Load 1007 lbs (457 kg) Orientation of Brace Lateral Braced Pipe: 2W Sch.10 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 2W Sch.10 Steel Pipe (63.5 mm) 25ft (7.6 m) 78 lbs (35 kg) ' 1W Sch.40 Steel Pipe (38.1 mm) 175ft (53.3 m) 335 lbs (152 kg) 1" Sch.40 Steel Pipe (25.4 mm) 45ft (13.7 m) 49 lbs (22 kg) Percentage added for Fittings and Sprinklers I Total Adjusted Load of all pipe within Zone of Influence 115% 69 lbs (31.3 kg) 531 lbs (241 kg) {Tol -Brace Version 7} • ToI -Brace Seismic Calculations TVF &R CBO Center Job # 20104 � ''DLCC .11945 SW 70th. Ave. a brand of NUDC Brace Identification Lateral #1 • - Brace Type (Per NFPA #13) NFPA Type A • Braced Pipe 2' /z" Sch.10 Steel Pipe Spacing of Brace 25' 0" (7.62 m) • Orientation of Brace Lateral Bracing Material 1" Sch.40 Maximum Brace Length 7' 0" (2.14 m).. . • Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 30° • Type of Fastener Fig.828 Along Beam • Length of Fastener N/A • Summary of Pipe within Zone of Influence 2W Sch.10 Steel Pipe (63.5 mm) 25ft (7.6 m) 1W Sch.40 Steel Pipe (38.1 mm) 175ft (53.3 m) 1" Sch.40 Steel Pipe (25.4 mm) 45ft (13.7 m) G- Factor Used 0.53 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 531 lbs (241 kg) Material Capacity 1227 lbs (557 kg) Fastener Capacity 1007 lbs (457 kg) Fig.1000 Clamp 1007 lbs (457 kg) Fig.909 No -Thread Swivel 1007 lbs (457 kg) Structural Member Steel Beam Calculations prepared by R. Berry The description of the Structual Member is for informational purposes only. Tol -Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol -Brace 7 visit us at www.tolco.com • • • Tot-Brace Seismic Calculations A Professional Fire Systems Project Address: TVF &R CBO Center 17273 S. Steiner Rd. TOLCO • Portland, Oregon 97004 11945 SW 70th. Ave. 503- 632 -4353 a brand:of -NIECC Tigard, Or. 41650 Job # 20104 Calculations based on 2007 NFPA Pamphlet #13 Brace Information Tolco Brace Components Maximum Spacing 20' 0" (6.1 m) Tolco Component Fig. Number Adjusted Load Maximum Brace Length 7' 0" (2.14 m) Fig.1000 Clamp 1425 lbs (646 kg) Bracing Material 1" Sch.40 Fig.909 No -Thread Swivel 1425 lbs (646 kg) Angle from Vertical 45° Min. *Calculation Based on CONCENTRIC Loading 'Please Note: These calculations are for Tolco components only. Use of any other components voids these calculations and the listing of the assembly. Least Rad. of Gyration 0.421" (11 mm) LIR Value 200 . , Assembly Detail Max Horizontal Load 1735 lbs (787 kg) - • TOLCO FIG. 825A • BAR JOIST SWAY BRACE Force Factor (Cp) 0.53 ATTACHMENT TOLCO FIG. 909 iiiir NO- THREAD SWIVEL - Fastener Information SWAY BRACE ATTACHMENT • • • TOLCO FIG. 1000 t1 Fastener Orientation. NFPA Type E FAST CLAMP. ragri . • Type . Fig.825A • STEEL PIPE :LATERAL. • Diameter N /A. 'BRACE • . aJ- . • Length N/A Brace Identification on Plans Lateral #2 Maximum Load 894 lbs (406 kg) Orientation of Brace Lateral Braced Pipe: 2'/:" Sch.10 Steel Pipe Load Information `. Size and Type of Pipe Total Length Total Calculated Load • 2 %" Sch.10 Steel Pipe (63.5 mm) 20ft (6.1 m) 62 lbs (28 kg) . • 1%" Sch.40 Steel Pipe (38.1 mm) 206ft (62.8 m) 394 lbs (179 kg) ' - 1" Sch.40 Steel Pipe (25.4 mm) • - 110ft (33.5 m) 120 lbs (54 kg) rercentage added for Fittings and Sprinklers 115% 86 lbs (39.01 kg) Total Adjusted Load of all pipe within Zone of Influence 663 Ibs (301 kg) {Tol -Brace Version 7) • ToI -Brace Seismic Calculations • • TVF &R CB0 Center , , Job # 20104 O 7DLC 11945 SW 70ti1. Ave:' a brand of NIBC Brace Identification Lateral #2 • Brace Type (Per NFPA #13) NFPA Type E • Braced 'Pipe 2 Sch.10 Steel Pipe • . ' • Spacing of Brace . 20' 0" (6.1 m) Orientation of Brace Lateral Bracing Material • 1" Sch.40 ' Maximum Brace Length 7' 0" (2.14 m) • Slenderness Ratio used for Load Calculation 200 • True Angle of Brace for Calculation • •45° • • Type of Fastener Fig.825A . Length of Fastener N/A . • • Summary of Pipe within Zone of Influence 2W Sch.10 Steel Pipe (63.5 mm) 20ft (6.1 m) 1W Sch.40 Steel Pipe (38.1 mm) 206ft (62.8 m) 1" Sch.40 Steel Pipe (25.4 mm) 110ft (33.5 m) • G- Factor Used 0.53 Allowance for Heads and Fittings 15% • Conclusions • Total Adjusted Load of Pipe in Zone of Influence 663 lbs (301 kg) Material Capacity 1735 lbs (787 kg) • Fastener Capacity 894 lbs (406 kg) Fig.1000 Clamp 1425 lbs (646 kg) Fig.909 No -Thread Swivel 1425 lbs (646 kg) Structural Member Steel Joist - Calculations prepared by R. Berry °The description of the Structual Member is for informational purposes only. Tol -Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol -Brace 7 visit us at www.tolco.com Tol -Brace Seismic Calculations A Professional Fire Systems "roject Address: TVF &R CBO Center 17273 S. Steiner Rd. Tihas-CO. Portland, Oregon 97004 11945 SW 70th. Ave. — 503 - 632 -4353 —a brand of- NI BCD' - Tigard, Or. 41650 • Job # 20104 Calculations based on 2007 NFPA Pamphlet #13 Brace Information Tolco Brace Components Maximum Spacing 80' 0" (24.38 m) Tolco Component Fig. Number Adjusted Load Maximum Brace Length 7' 0" (2.14 m) Fig.4L Clamp 1007 lbs (457 kg) Bracing Material 1" Sch.40 Fig.909 No -Thread Swivel 1007 lbs (457 kg) Angle from Vertical 30° Min. 'Calculation Based on CONCENTRIC Loading Please Note: These calculations are for Tolco components only. Use of any other components voids these calculations and the listing of the assembly. Least Rad. of Gyration 0.421" (11 mm) URValue 200 , Assembly Detail . Max Horizontal Load 1227 Ibs (557 kg) T°L°° Sze UNIVERSAL SWAT BRACE ATTACHMENT S 10 STEEL FBBAY • Force Factor (Cp) 0:53 FBI l�l� T°LCO Fl°. 909 No- 1M BRACE ATwcI0lTV T �� • Fastener Information ,#' Fastener Orientation NFPA Type A �j °TE�L.I.E LATewnL BRAeE T Fig.828 Across Beam ' ,� -- (Oi ww 26.1, w pppw Diameter N/A \ N/A c, Length Brace Identification on Plans Longitudinal #3 Maximum Load 1007 lbs (457 kg) Orientation of Brace Longitudinal Braced Pipe: 2'/ :" Sch.10 Steel Pipe Load Information • Size and Type of Pipe Total Length Total Calculated Load 2'42' Sch.10 Steel Pipe (63.5 mm) 80ft (24.4 m) 250 lbs (113 kg) I Percentage added for Fittings and Sprinklers 115% 37 lbs (16.78 kg) Total Adjusted Load of all pipe within Zone of Influence 287 Ibs (130 kg) {ToI -Brace Version 7} • Tol -Brace Seismic Calculations • TVF&R CBO Center Job # 20104 O. T•D LCC - 11945 SW 70th: Ave. a brand of NIB[ Brace Identification Longitudinal #3 Brace Type (Per NFPA #13) NFPA Type A Braced Pipe 21" 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" (2.14 m) • Slenderness Ratio used for Load Calculation 200 • True Angle of Brace for Calculation • 30° Type of Fastener Fig.828 Across Beam Length of Fastener N/A Summary of Pipe within Zone of Influence 2W Sch.10 Steel Pipe (63.5 mm) 180ft (24.4 m) • • G- Factor Used 0.53 Allowance for Heads and Fittings 15% • Conclusions Total Adjusted Load of Pipe in Zone of Influence 287 lbs (130 kg) Material Capacity 1227 lbs (557 kg) Fastener Capacity 1007 lbs (457 kg) Fig.4L Clamp 1007 lbs (457 kg) Fig.909 No- Thread Swivel 1007 lbs (457 kg) Structural Member Steel Beam Calculations prepared by R. Berry *The description of the Structual Member is for informational purposes only. Tol -Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol -Brace 7 visit us at www.tolco.com FP52oio- 000(p/i- Calculation of Seismic Brace Forces Project: TVF & R CBO Center Tigard, Oregon OSSC - 2007, ASCE 7 - 05 Reference Importance Factor (l = 1.5 Section 13.1.3 of Specs SA = SDS = .73 Per Structural Engineer /Specs a = 1 Table 13.5.1 R = 2.5 Table13.5.1 — Limited deformability — steel pipe & threaded connections z/h = 1 Attic & worse case/ Specs F = 0.4 a S $ W (1 +2 z 1 = . W (Eq. 13.3 -1) R /l Minimum F = 0.3 SDS la Wa = .33 W (Eq. 13.3 -2 • Maximum F = 1.60 Sps la W, = 1.75 W (Eq. 13.3 -3) A Professional Fire Systems Company 17273 S. Steiner Road Beavercreek, Oregon 97004 (503) 632 -4353 phone • Tol -Brace Seismic Calculations • A Professional Fire Systems : g• . Project Address: TVF&R 17273 S. Steiner Rd. T `f % 4 '` f • ' 4: F w 4f c# w ,i,a •:V a Ii i : Portland, Ore on 97004 11945 SW 70th. St. _ _ ::::i #<: < :C ,,,, 503- 632 -4353 s °' Tigard, Oregon 41650 , Job # 20104 Calculations based on 2007 NFPA Pamphlet #13 Brace Information Tolco Brace Components Maximum Spacing 40' 0" (12.19 m) Tolco Component Fig. Number Adjusted Load Maximum Brace Length 7' 0" (2.14 m) Fg.4 Clamp 190 lbs (86 kg) Bracing Material 1" Sch.40 Fig.909 No- Thread Swivel 1007 lbs (457 kg) Angle from Vertical 30° Min. *Calculation Based on CONCENTRIC Loading 'Please Note: These calculations are for Tolco components only. Use of any other components voids these calculations and the listing of the assembly. Least Rad. of Gyration 0.421" (11 mm) UR Value 200 Assembly Detail :TOLCO FIG: 909 Max Horizontal Load 1227 lbs (557 kg) Ho- THREAD S•,w1VEL . 15,AY :6P.ACEATT,,014d1EN4T .\ Force Factor (Cp) 0.53 TY'F \. !IF- :STEEL:PIPE '. , Fastener Information : LATERA : . BRACE •' : N FPA Type A IGLOO FIG: ; 4A: Fastener Orientation yp PIPE .CLAMP FOP. . S•: rAY :BRACING ',. Type Wedge Anchor (Normal Weight) • •- Diameter 3 /8in. (10 mm) � `: E 1. Length 3in. (76 mm) ' Brace Identification on Plans 4 Way Maximum Load 120 lbs , (54 kg)_ Orientation of Brace Longitudinal Braced Pipe: 2" Sch.10 Steel Pipe Load Information - Size and Type of Pipe Total Length Total Calculated Load 2" Sch.10 Steel Pipe (50.8 mm) tan 40ft (12.2 m) 89 lbs (40 kg) 47 roi • REGON FF /F e. I9, NQ bti 0° 'E LOG I LEXPIRES: 12-31./2_1 Percentage added for Fittings and Sprinklers 115% 13 lbs (5.9 kg) Total Adjusted Load of all pipe within Zone of Influence 103 lbs (47 kg) {Tol -Brace Version 71 • • Tol -Brace Seismic Calculations TVF &R Job # 20104 '• %. //H/ 11945 SW 70th. St. - Brace Identification 4 Way • Brace Type (Per NFPA #13) NFPA Type A Braced Pipe 2" Sch.10 Steel Pipe Spacing of Brace 40' 0" (12.19 m) Orientation of Brace Longitudinal Bracing Material 1" Sch.40 Maximum Brace Length 7' 0" (2.14 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 30° Type of Fastener 3/8 x 3 (10x76mm) Wedge Anchor (Normal Weight) Length of Fastener 3in. (76 mm) Summary of Pipe within Zone of Influence 2" Sch.10 Steel Pipe (50.8 mm) 140ft (12.2 m) • G-Factor Used 0.53 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 103 lbs (47 kg) Material Capacity 1227 lbs (557 kg) Fastener Capacity 120 lbs (54 kg) Fig.4 Clamp 190 lbs (86 kg) Fig.909 No -Thread Swivel 1007 lbs (457 kg) • Structural Member Concrete Calculations 'prepared by R. Berry *The description of the Structual Member Is for Informational purposes only. ToI -Brace software calculates the brace assembly only, not the structure It Is attached to. Calculated with Tol -Brace 7 visit us at www.tolco.corn Tol -Brace Seismic Calculations A Professional Fire Systems ; • :. 1 7273 S. Steiner Rd. ' ` Project Address: : , ;: pl: Portland, Oregon 97004 11945 SW 70th. St. 503- 632 - 4353 i " " "s .31: � e0 Tigard, Oregon 41650 , Job # 20104 Calculations based on 2007 NFPA Pamphlet #13 Brace Information Tolco Brace Components Maximum Spacing 40' 0" (12.19 m) Tolco Component Fig. Number Adjusted Load Maximum Brace Length 7 0" (2.14 m) Fig.4 Clamp 190 lbs (86 kg) 1" Sch.40 FIg.909 No- Thread Swivel 1007 lbs (457 kg) Bracing Material _ 'Calculation Based on CONCENTRIC Angle from Vertical 30 Min. 'Please Note: These calculations are for t Telco components only. Use of any other components voids these calculations and the listing of the assembly. Least Rad. of Gyration 0.421" (11 mm) UR Value 200 Assembly Detail Max Horizontal Load 1227 lbs (557 kg) TOLCOFIG. 40- THREAD Si"aNEL Force Factor (Cp) 0.53 SWAY BRACE A1TACHFAENT . �'�., TYIk 4 ' Fastener Information STEEL:FiPE r ,:. :L1 F_AL..... 4 . - B Fastener Orientation NFPA Type A t' TOLCO :FIO.4A .; \ it, Type Wedge Anchor (Normal Weight) P {PE CLAFiF' Poi* /�� �t _ _ S %iii■#.BRACIf 4 1G :, ', Diameter 3 /8in. (10 mm) A fi Length 3in. (76 mm) Brace Identification on Plans 4 Way Maximum Load 120 lbs (54 kg) — Orientation of Brace Lateral Braced Pipe: 2" Sch.10 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 2" Sch.10 Steel Pipe (50.8 mm) Egi• ,�FAI crial 89 lbs (40 kg) cohr w ri t y l is 1 0 ' VP" • REGON O F A 9, F t 9 � Q ry 0 0O 44 Loco IEXPIRES: 12.31• till Percentage added for Fittings and Sprinklers 115% 13 lbs (5.9 kg) I Total Adjusted Load of all pipe within Zone of Influence 103 lbs (47 kg) {Tol -Brace Version 7} • Tol -Brace Seismic Calculations • : TVF &R Job # 20104 y '';: • 11945 SW 70th. St. & > , ? •:Sit': -.: Brace- Identification — -- -- 4 Way - -- Brace Type (Per NFPA #13) NFPA Type A Braced Pipe 2" 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" (2.14 m) • Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 30° Type of Fastener 3/8 x 3 (10x76mm) Wedge Anchor (Normal Weight) Length of Fastener 3in. (76 mm) Summary of Pipe within Zone of Influence • 2" Sch.10 Steel Pipe (50.8 mm) 140ft (12.2 m) G- Factor Used 0.53 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 103 lbs (47 kg) Material Capacity 1227 lbs (557 kg) Fastener Capacity 120 lbs (54 kg) Fig.4 Clamp 190 lbs (86 kg) Fig.909 No-Thread Swivel 1007 lbs (457 kg) Structural Member Concrete Calculations prepared by R. Berry *The description of the Stnutual Member Is for Informational purposes only. Tol -Brace software calculates the brace assembly only, not the structure It Is attached to. Calculated with Tol -Brace 7 visit us at www.tolco.com A PROFESSIONAL FIRE SYSTEMS 17272 S. STEINER ROAD BEAVERCREEK,OR 97004 HYDRAULIC CALCULATIONS FOR • TVF &R Pre - Action System Area #1 FILE NUMBER: Area #1 DATE: JUN 2, 2010 - DESIGN DATA - OCCUPANCY CLASSIFICATION: Light Hazard DENSITY: .10 gpm /sq. ft. AREA OF APPLICATION: Largest Room plus 2 Heads COVERAGE PER SPRINKLER: 225 sq. ft. Max. NUMBER OF SPRINKLERS CALCULATED: 9 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 245.2 gpm TOTAL WATER REQUIRED (including hose): 345.3 gpm FLOW AND PRESSURE (@ BOR): 245.3 gpm @ 75.5 psi SPRINKLER ORIFICE SIZE: K5.6 NAME OF CONTRACTOR: A Professional Fire Systems, Co. DESIGN /LAYOUT. BY: R. Berry AUTHORITY HAVING JURISDICTION: City of Tigard CONTRACTOR CERTIFICATION NUMBER: 41650 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 16061181 ) HRS SYSTEMS, INC. TUCKER, GA 30084 PRO �A OREGON op F A FB 19 1q�� D O 12-31- SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 - DATE: 6/2/2010 C•: \RICK'S CALC FILES \TVF &R \AREA #1.SDF JOB TITLE: TVF & R Pre - Action Area #1 WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) - Z 95.0 75.0 2409.8 94.5 345.3 77.1 AGGREGATE FLOW ANALYSIS: • TOTAL FLOW AT SOURCE 345.3 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 100.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 245.3 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE , (FT) (PSI) (GPM) 1 10.0 K= 5.29 14.3 20.0 _ 2 10.0 K= 5.29 15.3 20.7 3 12.1 K= 5.60 22.5 26.6 4 12.1 K= 5.60 26.7 28.9 5 12.1 - - - - 37.7 - - - • 6 12.1 K= 5.60 '13.5 20.6 7 12.1 - - - - 13.6 - - - 8 10.0 K= 5.60 11.7 19.1 9 12.1 K= 5.60 19.3 24.6 10 10.0 - - - - 43.0 - - - 11 10.0 - - - - 46.4 - - - 12 10.0 - - - - 50.6 - - ,- 13 • 10.0 - - - - 58.2 - - - 14 12.1 - - - - 59.1 - - - 15 5.5 - - - - 73.7 - - - 16 5.5 - - - - 75.5 - - - 17 2.3 - - - - 77.2 - - - U 2.3 - - - - 80.2 - - - 3A 10.0 K= 5.29 63.3 42.1 4A 10.0 K= 5.29 .64.9 42.6 5A 12.1 - - - - 66.1 - - - P 12.1 - - - - 68.8 - - - _ S 11.2 - - - - 74.5 - - - , T ; ,.,. ,2 ,;,;r:' , ...,.. : 7 0.........,..' ' 11 . 2 - - - - 75.0 - - - ✓ f ; .5 • 6 0 - - - - 87.3 - - - .0 i '; =;c '! .70 - - - - 81.6 - - - Y'°' -s 27.0 HOSE STREAM 81.8 100.0 Z••-•, pf_.100 13810 SOURCE 77.1 345.3 \ ,. .e!V'y L,�..,, .a..v.....-.. .r.w......- ... -.. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 6/2/2010 C: \RICK'S CALC FILES \TVF &R \AREA #1.SDF JOB TITLE: TVF & R Pre - Action Area #1 APE 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 -20.0 1.049 PL 8.00 PF 1.0 1 10.0 5.3 14.3 20.0 7.4 120 FTG - - -- PE 0.0 2 10.0 5.3 15.3 20.7 0.130 TL 8.00 PV Pipe: 2 -40.7 1.049 PL 12.67 PF 8.1 2 10.0 5.3 15.3 20.7 15.1 120 FTG 2E PE -0.9 3 12.1 5.6 22.5 26.6 0.485 TL 16.67 PV Pipe: 3 -67.3 1.380 PL 12.83 PF 4.1 3 12.1 5.6 22.5 26.6 14.4 120 FTG - - -- PE 0.0 4 12.1 5.6 26.7 28.9 0.323 TL 12.83 PV Pipe: 4 -96.2 1.380 PL 8.58 PF 11.0 4 12.1 5.6 26.7 28.9 20.6 120 FTG ET PE 0.0 5 12.1 0.0 37.7 0.0 0.626 TL 17.58 PV Pipe: 5 -20.6 1.049 PL 0.50 PF 0.1 6 12.1 5.6 13.5 20.6 7.6 120 FTG - - -- PE 0.0 7 12.1 0.0 13.6 0.0 0.137 TL 0.50. PV Pipe: 6 -19.1 1.049 PL 9.25 PF 2.8 8 10.0 5.6 11.7 19.1 7.1 120 FTG 2E2T PE -0.9 7 12.1 0.0 13.6 0.0 0.120 TL 23.25 PV Pipe: 7 -39.7 1.049 PL 12.33 PF 5.7 7 12.1 0.0 13.6 0.0 14.7 120 FTG - - -- PE 0.0 ' 9 12.1 5.6 19.3 24.6 0.463 TL 12.33 PV Pipe: 8 -64.3 1.049 PL 9.25 PF 18.4 9 12.1 5.6 19.3 24.6 23.9 120 FTG ET PE 0.0 5 12.1 0.0 37.7 0.0 1.130 TL 16.25 PV Pipe: 9 -160.5 1.610 PL 5.83 PF 4.4 5 12.1 0.0 37.7 0.0 25.3 120 FTG - - -- PE 0.9 10 10.0 0.0 43.0 0.0 0.761 TL 5.83 PV Pipe: 10 -160.5 1.610 PL 4.50 PF 3.4 10 10.0 0.0 43. 0.0 25.3 120 FTG - - -- PE 0.0 11 10.0 0.0 46.4 0.0 0.761 TL 4.50 PV Pipe: 11 -160.5 1.610. PL 5.50 PF 4.2 11 10.0 0.0 46.4 0.0 25.3 120 FTG - - -- PE 0.0 12 10.0 0.0 50.6 0.0 0.761 TL 5.50 PV Pipe: 12 -160.5 1.610 PL 10.00 PF 7.6 12 10.0 0.0 50.6 0.0 25.3 120 FTG - - -- PE 0.0 13 10.0 0.0 58.2 0.0 0.761 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 6/2/2010 C: \RICK'S CALC FILES \TVF &R \AREA #1.SDF JOB TITLE: TVF & R Pre - Action Area #1 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 -160.5 1.610 PL 2.33 PF 1.8 ' - 13 10.0 0.0 58.2 0.0 25.3 120 FTG - - -- PE -0.9' 14 12.1 0.0 59.1 0.0 • 0.761 TL 2.33 PV Pipe: 14 -160.5 2.157 PL 46.42 PF 11.7 14 12.1 0.0 59..1 0.0 14.1 120 FTG 5E PE 2.9 . 15 5.5 0.0 73.7 0.0 0.183 TL 63.92 PV 'Pipe: 15 FIXED PRESSURE LOSS DEVICE 16 5 -.5 0.0 75.5 0.0 1.8 psi, 160.5 gpm 15 5.5 0.0 73.7 0.0 Pipe: 16 -160.5 2.157 PL 1.75 PF 0.3 16 5.5 0.0 75.5 0.0 14.1 120 FTG - - -- PE 1.4 17 2.3 0.0 77.2 0.0 0.183 TL 1.75 PV Pipe: 17 -160.5 2.157 PL 0.91 PF 3.0 17 2.3 0.0 77.2 0.0 14.1 120 FTG 2ET PE 0.0 U '2.3 0.0 80.2 0.0 0.183 TL 16.41 PV Pipe: 18 -42.1 1.380 PL 12.00 PF 1.6 3A 10.0 5.3 63. 42.1 9.0 120 FTG - - -- PE 0.0 4A 10.0 5.3 64.9 42.6 0.136 TL 12.00 PV Pipe: 19 -84.7 1.380 PL 1.25 PF 2.1 4A 10.0 5.3 64.9 42.6 18.2 120 FTG E PE -0.9 5A 12.1 0.0 66.1 0.0 0.494 TL 4.25 PV Pipe: 20 -84.7 1.610 PL 11.33 PF 2.6 5A 12.1 0.0 66.1 0.0 13.3 120 FTG - - -- PE 0.0 P 12.1 0.0 68.8 0.0 0.233 TL 11.33 PV Pipe: 21 -84.7 2.157 PL 78.08 PF 5.4 P 12.1 0.0 68.8 0.0 7.4 120 FTG 5E PE 0.4 S 11.2 0.0 74.5 0.0 0.056 TL 95.58 PV Pipe: 22 -84.7 2.635 PL 12.00 PF 0.5 S 11.2 0.0 74.5 0.0 5.0 120 FTG T PE 0.0 T 11.2 0.0 75.0 0.0 0.021 TL 22.80 PV Pipe: 23 -84.7 2.635 PL 22.33 PF 1.3 T 11.2 0.0 75.0 0.0 5.0 120 FTG 2E2TB PE 3.9 U 2.3 0.0 80.2 0.0 0.021 TL 62.53 PV Pipe: 24 -245.2 2.635 PL 40.50 PF 8.7 U 2.3 0.0 80.2 0.0 14.4 120 FTG 4E PE -1.6 ✓ 6.0 0.0 87.3 0.0 0.151 TL 57.70 PV Pipe: 25 -245.2 6.280 PL 201.00 PF 0.4 ✓ 6.0 0.0' 87.3 0.0 2.5 140 FTG 2E PE -9.1 W 27.0 0.0 78.6 0.0 0.002 TL 245.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 6/2/2010 C: \RICK'S CALC FILES \TVF &R \AREA #1.SDF JOB TITLE: TVF & R Pre - Action Area #1 £PE 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 FIXED PRESSURE LOSS DEVICE X 27.0 0.0 81.6 0.0 3.0 psi, 245.2 gpm W 27.0 0.0 78.6 0.0 Pipe: 27 -245.2 6.280 PL 29.00 PF 0.2 X 27.0 0.0 81.6 0.0 2.5 140 FTG ETG PE 0.0 Y 27.0 H.S. 81.8 100.0 0.002 TL 103.00 PV Pipe: 28 -345.3 12.460 PL 251.00 PF 0.0 Y 27.0 H.S. 81.8 100.0 0.9 140 FTG TG PE -4.8 Z 38.0 SRCE 77.1 (N /A) 0.000 TL 359.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.0 computer program under license no. 16061181 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (2) The system has been calculated to provide an average imbalance at each node of 0.007 gpm and a maximum imbalance at any node of 0.193 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 25.3 ft /sec at pipe 11. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A 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 DPV1v NPTee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 5.00 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 6.00 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 6/2/2010 C: \RICK'S CALC FILES \TVF &R \AREA #1.SDF JOB TITLE: TVF & R Pre - Action Area #1 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 GatV1v AlmChk DPV1v NPTee 2.157 3.50 8.50 1.80 14..00' 8.00 1.00 12.00 12.00 12.00 2.635 4.30 10.80 2.20 19.00 10.00 1.00 14.00 14.00 17.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter 'Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVly BfyVly GatVly NPTee 6.280 22.00 47.00 14.00 51.00 16.00 5.00 47.00 12.460 44.00 98.00 30.00 107.00 34.00 10.00 98.00. • • Li tz o >' X73 H N WATER SUPPLY ANALYSIS y.. Static: 95.00 psi Resid: 75.00 psi Flow: 2409.8 gpm r m 100.0 __ LEGEND .. ressure N • N A vailable p 1 :0„..... HO 1 94.45 psi @ 345.3 gpm < N Required pressure N O 2 77.06 psi @ 345.3 gpm z+ A. Source Supply Curve 73 B. System Demand Curve G 80.0 2_ C ro A > H G n z G � � r E 0 N P 60.0 H m m R a y N E 4# X S ~ x S o H E 40.0 0 x - H Coo ( > z p n r s N m i H H rH 20.0 CI N H C nj R. 7 i 73 0.0 B > ro H N • Q m o -14.7 I i I i 600 900 1200 1500 1800 2100 2400 2700 X3000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 6/2/2010 . C: \RICK'S CALC FILES \TVF &R \AREA #1.SDF JOB TITLE: TVF & R Pre - Action Area #1 WATER SUPPLY CURVE 96 * \\ 10 \\ \ \\ I \\ 88+ \ \\ \\ I \ \\ \\ 80+ \ \\ IX \\ 1 * < -75.0 psi @ 2410 gpm Flow Test Point 72+ P 64+ R I E I S I S 56+ U R I E I 48+ ( P I S I I 40+ I 32+ 24+ 16+ LEGEND I X = Required Water Supply I 77.06 psi @ 345.3 gpm 8+ I 0 = Available Water Supply " I 94.45 psi @ 345.3 gpm I 0 + + + --- + - - - -+ + + + + + + 8001200 1600 2000 2400 2800 3200 3600 4000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 6/2/2010 C: \RICK'S CALC FILES \TVF &R \AREA #1.SDF TOB TITLE: TVF & R Pre - Action Area #1 Utility Report: Equivalent K- Factor Calculator Node Sprinkler Pres. Dia. Pipe Ftgs. Total H -W Equivalent Name K- Factor (psi) (in) Len.(ft) Len.(ft) coef. K- factor 9,11,12 8.00 25.00 1.049 1.58 2ET 10.58 120.00 7.31 Equivalent K- Factor Calculator Node Sprinkler Pres. Dia. Pipe Ftgs. Total H -W Equivalent Name K- Factor (psi) (in) Len.(ft) Len.(ft) coef. K- factor 1 8.00 25.00 1.049 2.58 2ET 11.58 120.00 7.25 Equivalent K- Factor Calculator Node Sprinkler Pres. Dia. Pipe Ftgs. Total H -W Equivalent Name K- Factor (psi) (in) Len.(ft) Len.(ft) coef. K- factor 1,2 5.60 12.80 1.049 2.75 2ET 11.75 120.00 5.29 Equivalent K- Factor Calculator Node Sprinkler Pres. Dia. Pipe Ftgs. Total H -W Equivalent Name K- Factor (psi) (in) Len.(ft) Len.(ft) coef. K- factor 10,12,13 8.00 16.00 1.049 2.75 2ET 11.75 120.00 7.22 Equivalent K- Factor Calculator Node Sprinkler Pres. Dia. Pipe Ftgs. Total H -W Equivalent Name K- Factor (psi) (in) Len.(ft) Len.(ft) coef. K- factor 11 8.00 16.00 1.049 20.25 2E2T 34.25 120.00 6.20 Equivalent K- Factor Calculator Node Sprinkler Pres. Dia. Pipe Ftgs. Total H -W Equivalent Name K- Factor (psi) (in) Len.(ft) Len.(ft) coef. K- factor 6A, 7A 8.00 10.60 1.049 4.50 3ET 15.50 120.00 6.99 Equivalent K- Factor Calculator Node Sprinkler Pres. Dia. Pipe Ftgs. Total H -W Equivalent Name K- Factor (psi) (in) Len.(ft) Len.(ft) coef. K- factor • SPRINKLER SYSTEM 'HYDRAULIC ANALYSIS Page 10 ' DATE: 6/2/2010 • C: \RICK'S CALC FILES \TVF &R \AREA #1.SDF JOB TITLE: TVF & R Pre - Action Area #1 3A, 4A 5.60 7.00 1.049 2.42 2ET 11.42 120.00 5.29 Equivalent K- Factor Calculator Node Sprinkler.Pres. Dia. Pipe Ftgs. Total H -W Equivalent Name K- Factor (psi) (in) Len.(ft) Len.(ft) coef. K- factor 1,2 5.60 - 7.00 .1..049 2,.42 2ET 11.42 120.00 5.29 A PROFESSIONAL FIRE SYSTEMS 17272 S. STEINER ROAD BEAVERCREEK,OR 97004 r - — HY"DRAUL CALCULATIONS FOR TVF &R Pre - Action System Area #2 FILE NUMBER: Area #2 DATE: JUN 2, 2010 - DESIGN DATA - OCCUPANCY CLASSIFICATION: Light Hazard DENSITY: .10 gpm /sq. ft. AREA OF APPLICATION: Largest Room plus 2 Heads COVERAGE PER SPRINKLER: 324 sq. ft. Max. NUMBER OF SPRINKLERS CALCULATED: 6 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 240.1 gpm TOTAL WATER REQUIRED (including hose): 340.1 gpm FLOW AND PRESSURE (@ BOR): 240.1 gpm @ 48.2 psi SPRINKLER ORIFICE SIZE: K8.0 NAME OF CONTRACTOR: A Professional Fire Systems, Co. DESIGN /LAYOUT BY: R. Berry AUTHORITY HAVING JURISDICTION: City of Tigard CONTRACTOR CERTIFICATION NUMBER: 41650 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 16061181 ) HRS SYSTEMS, INC. TUCKER, GA 30084 ED PROF GIN s OREGON O � .� 0Fe T9,0�'tioo - 4 Look 'EXPIRES: 12.3 i- (,d SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 6/2/2010 C: \RICK'S CALC FILES \TVF &R \AREA #2.SDF JOB TITLE: TVF & R Pre - Action Area #2 WATER SUPPLY DATA SOURCE STATIC RESID. FLOW !AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. . TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) Z 95.0 75.0 2409.8 94.5 340.1 47.3 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 340 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 100.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 240.1 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 10 10.0 K= 7.22 26.4 37.1 11 10.0 K= 6.20 26.6 32.0 12 10.0 K= 7.22 27.5 37.9 13 10.0 K= 7.22 31.1 40.3 14 12.1 - - - - 31.7 - - - 15 5.5 - - - - 44.6 - - - 16 5.5 - - - - 46.6 - - - 17 2.3 - - - - 48.2 - - - U 2.3 - - - - 50.8 - - - 6A 10.0 K= 6.99 44.0 46.4 7A 10.0 K= 6.99 44.3 46.5 S 11.2 - - - - 44.8 - - - T 11.2 - - - - 45.3 - - - V 6.0 - - - - 57.6 - - - W 27.0 - - - - 48.9 - - - X 27.0 - - - - 51.9 - - - Y 27.0 HOSE STREAM 52.0 100.0 Z 38.0 SOURCE 47.3 340.1 r 1 k f� .\!c ,,:,,y : ; :; . ma t: r Q ' A'yi SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 6/2/2010 C: \RICK'S CALC FILES \TVF &R \AREA #2.SDF JOB TITLE: TVF & R Pre - Action Area #2 P- I- PE -DAT -A - 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 -37.1 1.610 PL 4.50 PF 0.2 10 10.0 7.2 26.4 37.1 5.8 120 FTG - - -- PE 0.0 11 10.0 6.2 26.6 32.0 0.051 TL 4.50 PV Pipe: 2 -69.1 1.610 PL 5.50 PF 0.9 11 10.0 6.2 26.6 32.0 10.9 120 FTG - - -- PE 0.0 12 10.0 7.2 27.5 37.9 0.160 TL 5.50 PV Pipe: 3 -107.0 1.610 PL 10.00 PF 3.6 12 10.0 7.2 27.5 37.9 16.9 120 FTG - - -- PE 0.0 13 10.0 7.2 31.1 40.3 0.359 TL 10.00 PV Pipe: 4 -147.3 1.610 PL 2.33 PF 1.5 13 10.0 7.2 31.1 40.3 23.2 120 FTG - - -- PE -0.9 14 12.1 0.0 31.7 0.0 0.649 TL 2.33 PV Pipe: 5 -147.3 2.157 PL 46.42 PF 10.0 14 12.1 0.0 31.7 0.0 12.9 120 FTG 5E PE 2.9 15 5.5 0.0 44.6 0.0 0.156 TL 63.92 PV Pipe: 6 FIXED PRESSURE LOSS DEVICE 16 5.5 0.0 46.6 0.0 2.0 psi, 147.3 gpm 15 5.5 0.0 44.6 0.0 Pipe: 7 -147.3 2.157 PL 1.75 PF 0.3 16 5.5 0.0 46.6 0.0 12.9 120 FTG - - -- PE 1.4 17 2.3 0.0 48.2 0.0 0.156 TL 1.75 PV Pipe: 8 -147.3 2.157 PL 0.91 PF 2.6 17 2.3 0.0 48.2 0.0 12.9 120 FTG 2ET PE 0.0 U 2.3 0.0 50.8 0.0 0.156 TL 16.41 PV Pipe: 9 -46.4 2.157 PL 16.00 PF 0.3 , 6A 10.0 7.0 44.0 46.4 4.1 120 FTG - - -- PE 0.0 7A 10.0 7.0 44.3 46.5 0.018 TL 16.00 PV Pipe: 10 -92.9 2.157 PL 12.00 PF 1.0 7A 10.0 7.0 44.3 46.5 8.2 120 FTG E PE -0.5 S 11.2 0.0 44.8 0.0 0.067 TL 15.50 PV Pipe: 11 -92.9 2.635 PL 12.00 PF 0.6 1 S 11.2 0.0 44.8 0.0 5.5 120 FTG T PE 0.0 T 11.2 0.0 45.3 0.0 0.025 TL 22.80 PV Pipe: 12 -92.9 2.635 PL 22.33 PF 1.6 T 11.2 0.0 45.3 0.0 5.5 120 FTG 2E2TB PE 3.9 U 2.3 0.0 50.8 0.0 0.025 TL 62.53 PV • SPRINKLER SYSTEM.HYDRAULIC ANALYSIS. Page 4 DATE: 6/2/2010 C: \RICK'S CALC FILES \TVF &R \AREA #2.SDF JOB TITLE: TVF & R Pre - Action Area #2 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 -240.1 2.635 PL 40.50 PF 8.4 U 2.3 0.0 50.8 0.0 14.1 120 FTG' 4E PE -1.6 ✓ 6.0 0.0 57.6 0.0 0.146 TL 57.70 PV Pipe: 14 -240.1 6.280 PL 201.00 PF 0.4 ✓ 6.0 0.0 57.6 '0.0 2.5 140 FTG 2E •PE -9.1 W 27.0 0.0 48 :9. 0.0. 0.002 TL 245.00 PV Pipe: 15 FIXED PRESSURE LOSS DEVICE X 27.0 0.0 51.9 0.0 3.0 psi, 240.1 gpm W 27.0 0.0 48.9 0.0 Pipe: 16 -240.1 6.280 PL 29.00 PF 0.2 X 27.0 0.0 51.9 0.0 2.5 140 FTG ETG PE 0.0 Y 27.0 H.S. 52.0 100.0 0.002 TL 103.00 PV Pipe: 17 -340.1 12.460 PL 251.00 PF 0.0 Y 27.0 H.S. 52.0 100.0 0.9 140 FTG TG PE -4.8 Z 38.0 SRCE 47.3 (N /A) 0.000 TL 359.00 PV NOTES (HASS): • (1) Calculations were performed by the HASS 8.0 computer program under license no. 16061181 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (2) The system has been calculated to provide an average imbalance at each node of 0.003 gpm and a maximum imbalance at any node of 0.057 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 23.2 ft /sec at pipe 4. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 6/2/2010 C: \RICK'S CALC FILES \TVF &R \AREA #2.SDF • JOB TITLE: TVF & R Pre - Action Area #2 PAGE : - A -- MATERIAL : - S 4 0 HWC ": - 12 "0 - - - Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatV1v AlmChk DPV1v NPTee 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 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 2.157 3.50 8.50 1.80 14.00 8.00 1.00 12.00 12.00 12.00 2.635 4.30 10.80 2.20 19.00 10.00 1.00 14.00 14.00 17.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkV1v BfyVly GatVly NPTee 6.280 22.00 47.00 14.00 51.00 16.00 5.00 47.00 12.460 44.00 98.00 30.00 107.00 34.00 10.00 98.00 CA r7 o > w H tn] WATER SUPPLY ANALYSIS H.. H 100.0 Static: 95.00 psi Resid: 75.00 psi Flow: 2409.8 gpm. H m -F-- LEGEND m m 1 r,,,„„ Available pressure N 1 94.47 psi @ 340.1 gpm H o C1-` Required pressure ' o 2 -A 47 :31 psi @ 340.1 gpm Q , A. Source Supply Curve G 80.0 B. System Demand Curve ro A n m M IV G • I 7d • H G 0 z 11- x E - N• r o M R 60.0 t w R m • .w E a H S to 4# x S 2 N n x U / C7 R 40.0 H n N r - H cn n . ( n > p r > s n r i 20.0 — H H r W H C m 0.0 B > ,t1 4# ro N Ai • iq m m -14.7 v 600 900 1200 1500 1800 2100 2400 2700 ' 3000 • FLOW (GPM) ' • • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 6/2/2010 C: \RICK'S CALC FILES \TVF &R \AREA #2.SDF JOB TITLE: TVF & R Pre - Action Area #2 WAT — - - - -- 96 * \\ 10 \\ \ \\ I \\ 88+ \ \\ I \\ I \ \\ I \\ 80+ \ \\ I \\ I * < -75.0 psi @ 2410 gpm Flow Test Point 72+ 1 1 P 64+ R 1 E I S I S 56+ U I R 1 E I 48 +X ( I P 1 S I I 40+ 1 • I 32+ 1 24+ 1 1 1 16+ LEGEND I X = Required Water Supply I 47.31 psi @ 340.1 gpm 8+ " I 0 = Available Water Supply " I 94.47 psi @ 340.1 gpm " I" 0 + + + --- + - 8001200 1600 2000 2400 2800 3200 3600 4000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 6/2/2010 C: \RICK'S CALC FILES \TVF &R \AREA #2.SDF JOB TITLE: TVF & R Pre - Action Area #2 Utility Report: Equivalent K- Factor Calculator Node Sprinkler Pres. Dia. Pipe Ftgs. Total H -W Equivalent Name K- Factor (psi) (in) Len.(ft) Len.(ft) coef. K- factor 2'3 5.60 7.00 1.049 2.42 2ET 11.42 120.00 5.29 Equivalent K- Factor Calculator Node Sprinkler Pres. Dia. Pipe Ftgs. Total H -W ' Equivalent Name K- Factor (psi) (in) Len.(ft) Len.(ft) coef. K- factor 14 8.00 16.00 1.049 2.42 2ET 11.42 120.00 7.24 • • A PROFESSIONAL FIRE•SYSTEMS 17272 S. STEINER ROAD BEAVERCREEK,OR 97004 - — - — HYDRAULIC CALCULATIONS - - - --- FOR TVF &R Area #3 FILE NUMBER: Area #3 DATE: JUN 2, 2010 - DESIGN DATA - OCCUPANCY CLASSIFICATION: Light Hazard / O.H. Group 2 DENSITY: .10 , .20 gpm /sq. ft. AREA OF APPLICATION: 934 sq. ft. COVERAGE PER SPRINKLER: 225 sq. ft., 130 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 10 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 237.4 gpm TOTAL WATER REQUIRED (including hose): 487.4 gpm FLOW AND PRESSURE (@ BOR): 237.4 gpm @ 77.8 psi SPRINKLER ORIFICE SIZE: K5.6 NAME OF CONTRACTOR: A Professional Fire Systems, Co. DESIGN /LAYOUT BY: R. Berry AUTHORITY HAVING JURISDICTION: City of Tigard CONTRACTOR CERTIFICATION NUMBER: 41650 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 16061181 ) HRS SYSTEMS, INC. TUCKER, GA 30084 OD PROF 61 1 � / I •R5GON O A. 4 0: 0 - - FE LOG F1 ' PtRES: 12 - (t • J. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 6/2/2010 ' C: \RICK'S CALC FILES \TVF &R \AREA #3.SDF JOB TITLE: TVF & R Area #3 WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. • TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) Z '95.0 75.0 2409.8 94.0 487.4 75.7 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE .. 487.4 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 250.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 237.4 GPM NODE ANALYSIS,DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1A 10.0 K= 5.29 8.6 15.5 2A 10.0 K= 5.29 9.3 , 16.1 3A 10.0 K= 5.29 13.6 19.5 . 4A 10.0 K= 5.29 22.5 25.1 5A 11.9 - - - - 23.4 - - - 5 12.0 K= 5.60 18.4 24.0 6 11.9 - - - - 20.3 - - - 7 12.0 K= 5.60 18.5 24.1 8 11.9 - - - - 20.4 - - - 9 12.0 K= 5.60 18.8 24.3 10 11.9 - - - - 20.8 - - - 11 12.0 K= 5.60 19.7 24.8 12 11.9 - - - - 21.7 - - - P 11.9 - - - - 25.5 - - - Q 10.0 K= 7.24 26.8 37.5 15 11.9 - - - - 25.2 - - 16 10.0 K= 5.60 22.3 26.4 R 11.9 - - - - 34.2 - - - 6A 11.9 - - - - 49.6 - - - • 7A ...., ; ,,� 11.9 - - - - 55.6 - - - S 4.: . A ... . ;''.'4 ‘s1.1 . 9 - - - - 61.5 - - - Fy` ? u ' '� - - - - 64.7 - - - 1.1.1. � \ ' i - 21. 3 - - - - 77.8 - - - 5.U:. . =�•o. ( 1 \ 'i 0 - - - - 86.0 - - - 77.3 W - 27..0 - - - - - - - : cC\ !..,., : ='-+ � 21.0 - - - - 8 0.3 - - - :5 ' HOSE STREAM 80.4 250.0 Y'.- \-,,:k,, �;' .„_,��,_ Z '1)0 " ,, 38.0 SOURCE 75.7 487.4 1 �.,.. w... ...n. .,.. ;. ...... ..., SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 6/2/2010 C: \RICK'S CALC FILES \TVF &R \AREA #3.SDF JOB TITLE: TVF & R Area #3 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 -15.5 1.049 PL 8.00 PF 0.7 1A 10.0 5.3 8.6 15.5 5.8 120 FTG - - -- PE 0.0 2A 10.0 5.3 9.3 16.1 0.081 TL 8.00 PV Pipe: 2 -31.6 1.049 PL 12.25 PF 4.3 2A 10.0 5.3 9.3 16.1 11.7 120 FTG E PE 0.0 3A 10.0 5.3 13.6 19.5 0.304 TL 14.25 PV Pipe: 3 -51.1 1.049 PL 12.00 PF 8.9 3A 10.0 5.3 13.6 19.5 19.0 120 FTG - - -- PE 0.0 4A 10.0 5.3 22.5 25.1 0.739 TL 12.00 PV Pipe: 4 -76.2 1.380 PL 1.25 PF 1.7 4A 10.0 5.3 22.5 25.1 16.4 120 FTG E PE -0.8 5A 11.9 0.0 23.4 0.0 0.407 TL 4.25 PV Pipe: 5 -24.0 1.049 PL 3.33 PF 1.9 5 12.0 5.6 18.4 24.0 8.9 120 FTG ET PE 0.0 6 11.9 0.0 20.3 0.0 0.182 TL 10.33 PV Pipe: 6 -24.0 1.682 PL 7.92 PF 0.1 6 11.9 0.0 20.3 0.0 3.5 120 FTG - - -- PE 0.0 8 11.9 0.0 20.4 0.0 0.018 TL 7.92 PV Pipe: 7 -24.1 1.049 PL 3.33 PF 1.9 7 12.0 5.6 18.5 24.1 8.9 120 FTG ET PE 0.0 8 11.9 0.0 20.4 0.0 0.184 TL 10.33 PV Pipe: 8 -48.1 1.682 PL 5.63 PF 0.4 8 11.9 0.0 20.4 0.0 6.9 120 FTG - - -- PE 0.0 10 11.9 0.0 20.8 0.0 0.066 TL 5.63 PV Pipe: 9 -24.3 1.049 PL 3.33 PF 1.9 9 12.0 5.6 18.8 24.3 9.0 120 FTG ET PE 0.0 10 11.9 0.0 20.8 0.0 0.187 TL 10.33 PV Pipe: 10 -72.4 1.682 PL 6.33 PF 0.9 10 11.9 0.0 20.8 0.0 10.5 120 FTG - - -- PE 0.0 12 11.9 0.0 21.7 0.0 0.141 TL 6.33 PV Pipe: 11 -24.8 1.049 PL 3.33 PF 2.0 11 12.0 5.6 19.7 24.8 9.2 120 FTG ET PE 0.0 12 11.9 0.0 21.7 0.0 0.194 TL 10.33 PV Pipe: 12 -97.2 1.682 PL 5.83 PF 3.9 12 11.9 0.0 21.7 0.0 14.0 120 FTG T PE 0.0 P 11.9 0.0 25.5 0.0 0.243 TL 15.83 PV SPRINKLER- SYSTEM. HYDRAULIC ANALYSIS .Page 4 DATE: 6/2/2010 C: \RICK'S'CALC FILES \TVF &R \AREA #3.SDF JOB TITLE: TVF & R Area #3 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 -76.2 1.610 PL 11.33 PF 2.2 5A 11.9 0.0 23.4 0.0 12.0 120 FTG - - -- PE 0.0 P 11.9 0.0 25.5 0.0 0.192 TL 11.33 PV Pipe: 14 -199.9 2.157 PL 1.58 PF 0.4 P 11.9 0.0 25.5 0.0 17.5 120 FTG - - -- PE 0.8 Q 10.0 7.2 26.8 37.5 0.275 TL 1.58 'PV Pipe: 15 26.4 1.682 PL 7.33 PF 0.4 P 11.9 0.0 25.5 0.0 3.8 120 FTG T PE 0.0 15 11.9 0.0 25.2 0.0 0.022 TL 17.33 PV Pipe: 16 -26.4 1.049 PL 6.08 PF 3.7 16 10.0 5.6 22.3 26.4 9.8 120 FTG 3ET PE -0.8 15 11.9 0.0 25.2 0.0 0.218 TL 17.08 PV Pipe: 17 -237.4 2.157 PL 11.33 .PF 8.2 Q 10.0 7.2 26.8 37.5 20.8 120 FTG 3E PE -0.8 R 11.9, 0.0 34.2 0.0 0.378 TL 21.83 PV Pipe: 18 -237.4 2.157 PL 37.17 PF 15.4 R 11.9 0.0 34.2 0.0 20.8 120 FTG E PE 0.0 6A 11.9 0.0 49.6 0.0. 0.378 TL 40.67 PV Pipe: 19 -237.4 2.157 PL 16.00 PF 6.0 6A 11.9 0.0 49.6 0.0 20.8 120 FTG - - -- PE 0.0 7A 11.9 0.0 55.6 0.0 0.378 TL 16.00 PV Pipe: 20 -237.4 2.157 PL 12.00 PF 5.9 7A 11.9 0.0 55.6 0.0 20.8 120 FTG E PE 0.0 S 11.9 0.0 61.5 0.0 0.378 TL 15.50 PV Pipe: 21 -237.4 2.635 PL 12.00 PF 3.2 S 11.9 0.0 61.5 0.0 14.0 120 FTG T PE 0.0 T 11.9 0.0 64.7 0.0 0.143 TL 22.80 PV Pipe: 22 -237.4 2.635 PL 22.33 PF 8.9 T 11.9 0.0 64.7 0.0 14.0 120 FTG 2E2TB PE 4.2 U 2.3 0.0 77.8 0.0 0.143 TL 62.53 PV Pipe: 23 -237.4 2.635 PL 40.50 PF 9.8 U 2.3 0.0 77.8 0.0 14.0 120 FTG 4ET PE -1.6 ✓ 6.0 0.0 86.0 0.0 0.143 TL 68.50 PV Pipe: 24 -237.4 6.280 PL 201.00 PF 0.4 ✓ 6.0 0.0 86.0 0.0 2.5 140 FTG 2E PE -9.1 W 27.0 0.0 77.3 0.0 0.002 TL 245.00 PV Pipe: 25 , FIXED PRESSURE LOSS DEVICE X 27.0 0.0 80.3 0.0 3.0 psi, 237.4 gpm W 27.0 0.0 77.3 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 6/2/2010 C: \RICK'S CALC FILES \TVF &R \AREA #3.SDF JOB TITLE: TVF & R Area #3 - 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 -237.4 6.280 PL 29.00 PF 0.2 X 27.0 0.0 80.3 0.0 2.5 140 FTG ETG PE 0.0 Y 27.0 H.S. 80.4 250.0 0.002 TL 103.00 PV Pipe: 27 -487.4 12.460 PL 251.00 PF 0.1 Y 27.0 H.S. 80.4 250.0 1.3 140 FTG TG PE -4.8 Z 38.0 SRCE 75.7 (N /A) 0.000 TL 359.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.0 computer program under license no. 16061181 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (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 0.067 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 20.8 ft /sec at pipe 17. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkV1v BfyVly GatVly AlmChk DPV1v NPTee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 5.00 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 6.00 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 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 1.682 5.00 10.00 3.00 11.00 8.00 1.00 12.00 12.00 10.00 2.157 3.50 8.50 1.80 14.00 8.00 1.00 12.00 12.00 12.00 2.635 4.30 10.80 2.20 19.00 10.00 1.00 14.00 14.00 17.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 6/2/2010 C: \RICK'S CALC FILES \TVF &R \AREA #3.SDF JOB TITLE: TVF & R Area #3 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N • Ell Tee LngEll ChkVly BfyVly GatV1v NPTee 6.280 22.00 47.00 14.00 51.00 16.00 5.00 47.00 12.460 44.00 98.00 30.00 107.00 34.00 10.00 98.00 ci os w LT] WATER SUPPLY ANALYSIS 1 H 100.0 Static: 95.00 psi Resid: 75.00 psi Flow: 2409.8 gpm I r \ LEGEND m iv 1 Available pressure iv 1 93.96 psi @ 487.4 gpm IA C H Required pressure K] o 2 75.74 psi @ 487.4 gpm R , A. Source Supply Curve G 80.0 B. System Demand Curve ' A • U 2 m x G W' H z E w r t] P 60.0 v, R K E y S ti] 3 S n K U E 40.0 n x r - ( w n n r n r K 20.0 H W H 0.0 B ro Co.) -14. 7 i t7 0 600 900 1200 1500 1800 2100 2400 2700 3000 171 �' FLOW (GPM) • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 6/2/2010 C: \RICK'S CALC FILES \TVF &R \AREA #3.SDF JOB TITLE: TVF & R Area #3 WATER SUPPLY CURVE 96*\\ 10 \\ I \ \\ \\ 88+ \ \\ I \\ \ \\ 1 \\ 80+ \ \\ I \\ IX * < -75.0 psi @ 2410 gpm 1 Flow Test Point 72+ 1 1 1 P 64+ R 1 E 1 S I S 56+ U 1 R 1 E 1 48+ ( 1 P 1 S I I 40+ 1 32+ 1 1 1 24+ 1 1 1 16+ LEGEND " I 1 X = Required Water Supply 1 75.74 psi @ 487.4 gpm " It �8+ 1 0 = Available Water Supply " 1 93.96 psi @ 487.4 gpm 1 It 0 + +- +--- + - - - -+ + + + + + + 8001200 1600 2000 2400 2800 3200 3600 4000 FLOW (GPM) A PROFESSIONAL FIRE SYSTEMS 17272 S. STEINER ROAD BEAVERCREEK,OR 97004 HYDRAULIC - 0 FOR • TVF &R 3rd. Floor Area #4 Area #4 FILE NUMBER: Area #3 DATE: JUN 2, 2010 - DESIGN DATA - OCCUPANCY CLASSIFICATION: Light Hazard DENSITY: .10 gpm /sq. ft. AREA OF APPLICATION: 1344 sq. ft. COVERAGE PER SPRINKLER: 324 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 5 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 174.6 gpm TOTAL WATER REQUIRED (including hose): 274.6 gpm FLOW AND PRESSURE (@ BOR): 2174.6 gpm @ 68.2 psi SPRINKLER ORIFICE SIZE: K8.0 NAME OF CONTRACTOR: A Professional Fire Systems, Co. DESIGN /LAYOUT BY: R. Berry AUTHORITY HAVING JURISDICTION: City of Tigard CONTRACTOR CERTIFICATION NUMBER: 41650 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 16061181 ) HRS SYSTEMS, INC. TUCKER, GA 30084 i t 4 •- :,, e ALSO ,c PRO 0 - EGON 'F9 LOC j 9, q �ti o �p O FF k (EXPIRES: 12 -31- tD I J SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page •2 DATE:,6/2/2010 C: \RICK'S CALC FILES \TVF &R \AREA #4.SDF JOB TITLE: TVF & R 3rd. FL. Area #4 WATER SUPPLY DATA n. SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D • NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) Z •95.0 75.0 2409.8 94.6 274.6 61.6 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 274.6 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 100.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 174.6 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 38.3 • K= 7.13 20.1 32.0 • 2 38.3 K= 7.22 20.6 32.8 3 38.3 K= 7.13 22.7 34.0 4 39.2 - - - - 42.3 - - - 5 38..3 K= 7.13 27.6 37.4 6 38.3 K= 7.22 28.2 38.4 7 39.2 - - - - 42.9 - - - U 2.3 - - - - 68.2 - - - V 6.0 - - - - 72.1 - - - W 27.0 - - - - 63.3 - - - X 27.0 - - - - 66.3 - - - Y 27.0 HOSE STREAM 66.4 100.0 Z 38.0 SOURCE 61.6 274.6 f,, y:,, _) .,.` `./r' ? L :.,\ i .._ . �;''r, ?r„ ,3 . SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 6/2/2010 C: \RICK'S CALC FILES \TVF &R \AREA #4.SDF JOB TITLE: TVF & R 3rd. FL. Area #4 ., TTTE - 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 -32.0 1.682 PL 15.67 PF 0.5 1 38.3 7.1 20.1 32.0 4.6 120 FTG - - -- PE 0.0 2 38.3 7.2 20.6 32.8 0.031 TL 15.67 PV Pipe: 2 -64.8 1.682 PL 18.00 PF 2.1 2 38.3 7.2 20.6 32.8 9.4 120 FTG - - -- PE 0.0 3 38.3 7.1 22.7 34.0 0.115 TL 18.00 PV Pipe: 3 -98.8 1.682 PL 60.00 PF 20.0 3 38.3 7.1 22.7 34.0 14.3 120 FTG 2T PE -0.4 4 39.2 0.0 42.3 0.0 0.251 TL 80.00 PV Pipe: 4 -98.8 2.635 PL 18.67 PF 0.5 4 39.2 0.0 42.3 0.0 5.8 120 FTG - - -- PE 0.0 7 39.2 0.0 42.9 0.0 0.028 TL 18.67 PV Pipe: 6 -37.4 1.682 PL 15.67 PF 0.7 5 38.3 7.1 27.6 37.4 5.4 120 FTG - - -- PE 0.0 6 38.3 7.2 28.2 38.4 0.042 TL 15.67 PV Pipe: 7 -75.8 1.682 PL 77.83 PF 15.0 6 38.3 7.2 28.2 38.4 10.9 120 FTG '2T PE -0.4 7 39.2 0.0 42.9 0.0 0.154 TL 97.83 PV Pipe: 8 -174.6 2.635 PL 66.92 PF 9.3 7 39.2 0.0 42.9 0.0 10.3 120 FTG 4E2TB PE 16.0 U 2.3 0.0 68.2 0.0 0.081 TL 115.72 PV Pipe: 9 -174.6 2.635 PL 40.50 PF 5.5 U 2.3 0.0 68.2 0.0 10.3 120 FTG 4ET PE -1.6 ✓ 6.0 0.0 72.1 0.0 0.081 TL 68.50 PV Pipe: 10 -174.6 6.280 PL 201.00 PF 0.2 . V 6.0 0.0 72.1 0.0 1.8 140 FTG 2E PE -9.1 , W 27.0 0.0 63.3 0.0 0.001 TL 245.00 PV Pipe: 11 FIXED PRESSURE LOSS DEVICE X 27.0 0.0 66.3 0.0 3.0 psi, 174.6 gpm W 27.0 0.0 63.3 0.0 Pipe: 12 -174.6 6.280 PL 29.00 PF 0.1 X 27.0 0.0 66.3 0.0 1.8 140 FTG ETG PE 0.0 Y 27.0 H.S. 66.4 100.0 0.001 TL 103.00 PV Pipe: 18 -274.6 12.460 PL 251.00 PF 0.0 Y 27.0 H.S. 66.4 100.0 0.7 140 FTG TG PE -4.8 Z 38.0 SRCE 61.6 (N /A) 0.000 TL 359.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 6/2/2010 C: \RICK'S CALC FILES \TVF &R \AREA #4.SDF JOB TITLE: TVF & R 3rd. FL. Area #4 NOTES (HASS): A (1) Calculations were performed by the HASS 8.0 computer program .under license no. 16061181 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (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 0.061 gpm. (3) Total pressure at 'each node is used in balancing the system. Maximum water velocity is 14.3 ft /sec at pipe 3. (4) PIPE FITTINGS TABLE 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 1.682 5.00 10'.00 3.00 11.00 8.00 1.00 12.00 12.00 10.00 2.635 4.30 10.80 2.20 19.00 10.00 1.00 14.00 14.00 17.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVly BfyVly GatVly NPTee 6.280 22.00 47.00 14.00 51.00 16.00 5.00 47.00 12.460 44.00 98.00 30.00 107.00 34.00 10.00 98.00 .. .) . � � d WATER SUPPLY ANALYSIS I ' ' 100.0 Static: 95.00 psi Resid: 75.00 psi Flow: 2409.8 gpm y rn LEGEND eg] N 1 r.� Avai lable pressure 1 94.64 psi @ 274.6 gpm i H o C am' Required pressure n] o 2 61.61 psi @ 274.6 gpm R , A. Source Supply Curve G 80.0 B. System Demand Curve A w (Ti • n ro U a 7d • H G z E r N • m 60.0 2 \ k u) y m n x •• K o • 40.0 H� n c x r � - H ( m n > z r > n 20.0 I H • r cn cn C ro a 0.0 B y ro ,A a • w -14.7 o 600 900 1200 1500 1800 2100 2400 2700 3000 FLOW (GPM) _ I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 6/2/2010 C: \RICK'S CALC FILES \TVF &R \AREA #4.SDF JOB TITLE: TVF & R 3rd. FL. Area #4 WATER SUPPLY CURVE 96 * \\ 0 \\ \ \\ \\ 88+ \ \\ I \\ \ \\ \\ 80+ . \ \\ I \\ * < -75.0 psi @ 2410 gpm I Flow Test Point 72+ I P 64+ R X E I S I S 56+ U I R I E I 48+ ( P I • S I I 40+ 32+ 1 24+ 1 16+ LEGEND IT 1 I X = Required Water Supply I 61.61 psi @ 274.6 gpm 11 8+ I 0 = Available Water Supply " I 94.64 psi @ 274.6 gpm I 0 + +- +--- + - - - -+ + + + + + + 8001200 1600 2000 2400 2800 3200 3600 4000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 6/2/2010 C: \RICK'S CALC FILES \TVF &R \AREA #4.SDF JOB TITLE: TVF & R 3rd. FL. Area #4 Utility Report: Equivalent K- Factor Calculator Node Sprinkler Pres. Dia. Pipe Ftgs. Total H -W Equivalent Name K- Factor (psi) (in) Len.(ft) Len.(ft) coef. K- factor 1 8.00 25.00 1.049 3.08 2ET 12.08 120.00 7.22 2,3,11 5.60 16.00 1.049 3.08 2ET 12.08 120.00 5.29 Equivalent K- Factor Calculator Node Sprinkler Pres. Dia. Pipe Ftgs. Total H -W Equivalent Name K- Factor (psi) (in) Len.(ft) Len.(ft) coef. K- factor 1,3,5 8.00 25.00 1.049 4.75 2ET 13.75 120.00 7.13 2,6 8.00 25.00 1.049 3.08 2ET 12.08 120.00 7.22 .rP5z6 — o - o Cn y- [ 1 45 sv✓ 7D A-V RECEIVE 1- JUN 10 2010 fi ', : CITY OF TIGARD Calculations BUILDING DIVISION 1 & Material Data for TVF &R CBOC Tigard, Oregon • FIRE SPRINKLER SYSTEM RENOVATION Prepared By 4, A Professional Fire Systems Co. (503)632 -4353 A UTOMATIC SP. .NK45 c :r�< •„f::; , FIRE PROTECTION ` ; `:;. % 4AWA < < NI ctaulac 6 .: .:::..:.., :. . : V39, K8.0 • Model V3904 Extended Coverage/Light Hazard (ECLH) Adjustable Concealed Pendent Quick Response PRODUCT DESCRIPTION • . The Model V39 ECLH con- meet many design require- When the ambient temper- cealed sprinkler is designed ments. ature reaches the rated „...$11:- , " : ` <:: <:: §....: `: "<. <.<- ' ., with a size to K8.0 orifice si temperature of the sprin- ".O : :N ; + : :i The V39 sprinkler comes ,�r ^'.-s <'. <<. >R f::' rovide added coverage at kler, the bulb shatters. As a ::<,:::::: ..:°:�':::: : >r P g standard with the aestheti ::` ` °> '<`::' >:' normal light hazard operat- result, the waterway is j; :; .;,!f;.s+ g P cally pleasing dome cover Y ing pressures. The design p late which is available in , cleared of all sealing parts inco orates state-of-the- and water is discharged various finishes to meet ar g art heat responsive, fran i- towards the deflector. The p g many design 9 desi requirements. ble deflector is - e lass bulb design for to designed to d' Adjustable Concealed V3904 prompt, precise operation. Spriinkler Operati tribute the water a pat - Pendent with Dome The operating mechanism tern that is most effective Cover Plate The die cast frame is more is a frangible glass bulb in controlling the fire. streamlined and attractive which contains a heat g ® c ® than traditional sand cast responsive liquid. During a Coverage frames. This sprinkler is fire, the ambient tempera- Extended spray coverage is U D available in various temper- true rises causing the liquid up to 400 square feet (37.2 ature ratings (see chart on in the bulb to expand. sq. m) per NFPA 13. page 2) and finishes to . MN. U,SZOINII .031i gfffY; TECHNICAL SPECIFICATIONS Models: V3904 MATERIAL ACCESSORIES I k Style: ECLH - Adjustable Con- SPECIFICATIONS Installation Wrench: cealed Pendent Nominal Orifice Size: Pendent Deflector. Bronze per UNS C22000 ❑ V39 Recessed Wrench h N �� = Q ' ftEt 17 /32 " (14 mm) Bulb: Glass with glycerin solu- Sprinkler Finishes: i i ❑ Chrome plated I K- Factor: 8.0 Imp. (11,5 S.I. ) on• ^ ti on. ❑ White painted Nominal Thread Size: Bulb Nominal Diameter: ❑ Custom painted 3 /4" NPT (20 mm) ❑ Quick Response: 3,0 mm I irA _ Load Screw: Brass per UNS ���; Max. Working Pressure: ^ For K- Factor when pressure is mea- - 175 psi (1200 kPa) C36000 sured in Bar, multiply S.I. units by 10.0. Factory Leak Test: 100% @ Pip Cap: Copper Exaggerated 'Teflon is a registered trademark of erated for Clarity 500 psi (3450 kPa) Spring: nickel 99 h' P ) rin: Be Dupont Co. Min. eratin Pressure: Seal: Teflon* tape OP g 7 psi (48 kPa) Frame: Die cast brass 65 -30 Temperature Rating: See Bulb Seat: Brass chart on page 2. VICTAULIC IS AN ISO 9001 CERTIFIED COMPANY Victaulic Company of America Victaulic Company of Canada Victaulic Europe Victaulic America Latina Victaulic Asia Pacific Phone: 1-800-PICK-VIC (1 -800- 742 -5842) Phone: 905 -884 -7444 Phone: 32-9-381-1500 Phone: 610-559-3300 Phone: 65-6235-3035 Fax: 610-250-8817 Fax: 905 -884 -9774 Fax: 32-9-380-4438 Fax: 610-559-3608 Fax: 65 e- mail•nirkvirpvirtaillir. rnm P -mail virranarlariZvir•tailir rnm e. -mail. vir. ilmravil:Ialilir he e-mail: viral @viclaillir..rnm e-mail: viranc'virlaulir..mm / //Mj ',WNW W 1 If /dl/ / /{. APPROVALS/LISTINGS 1 Approved Temperature Ratings Nominal Room Size - Feet/meters K-Factor -- Orifice Slze — Imperial — Deflector 18 18 X 18 20 X 20 — ' Model Inches/mm S.I." Response Type 4,9 X 4,9 5,5 X 5,5 6,1 X 6,1 ' V3904 X1 1 4 4 8 11, , 5 Quick Concealed Pendent 1, 2 - A 1, 2 - A 1, 2 - B +: f Listings and approval as of printing. Not all temperature rating combinations are Listed. Check Victaulic for specific combinations. ^ For K- Factor when pressure is measured in Bar, multiply S.I. units by 10.0. NOTES Approval Temperature Rating 1 - UL A - 135°F, 155 °F, 175 °F, 200 °F 57 °C, 68 °C, 79 °C, 93 °C 2 - ULC B -135 °F 57 °C RATINGS All glass bulbs are rated for temperatures from -67 °F ( -55 °C) to those shown in table below. Temperature -°F/•C Cover Temperature Sprinkler Victaulic Nominal Maximum Glass Nominal Maximum Temperature Part Temperature Ambient Temp. Bulb Temperature Ambient Temp. Classification Identification Rating Allowed Color Rating Allowed Ordinary A 135 100 Orange 135 100 Ordinary C 155 100 Red 135 100 ry e 68 38 57 38 Intermediate 175 150 Yellow 165 150 ntermediate E 79 65 74 65 Intermediate 200 150 Green 165 150 ntermediate F 93 65 74 65 ,9,y//, / ///V/ / // ORDERING INFORMATION Please specify the following when ordering: ❑ Sprinkler Model Number ❑ K- Factor ❑ Sprinkler Finish • ❑ Style ❑ Thread Size ❑ Wrench Model Number • ❑ Temperature Rating ❑ Quantity / `/i:' / /,s�Y. ��i �S}SS'Y /r' {iyr'+.::f,: + r. �i9i. %i')iili {...` �. / �,brii�;: ;; x�5' j:�i¢,tLi%:c:%dl} "...r : :. : +:y; • : • : . } .. q .. : ,�.. �� +: rr':'.:r'+r %::i::i:'.:�..'{.7 :;: : %;' <'� ',c /: /+,., , /,... .::.§ ::j.., {;{{ f/. Y.?"{,; r? y;'{.'%%::+ r% ii. i 5}....`. ,:/.f:rfi�9N. },......7;...,... . { { /.f :�i { .� r:• .f...r/ / .+.:r ; ;G,. r . , ..: c %"lG •:L` :s: {.•n;. i. .:f.:i .% %a: ::L:..::r. :::::::::.�:.:4 • Always read and understand installation, care, and maintenance instructions, supplied with each box of sprinklers, before proceeding with installation of any sprinklers. • Always wear safety glasses and foot protection. • • Depressurise and drain the piping system before attempting to install, remove, or adjust any Victaulic piping products. e 0 • Installation rules, especially those governing obstruction, must be strictly followed. • Painting, plating, or any re-coating of sprinklers ( other than that supplied by Victaulic) is not allowed. Failure to follow these instructions could result in serious personal injury and/or property damage. The owner is responsible for maintaining the fire protection system and devices in proper operating condition. For minimum maintenance and inspection requirements, refer to the current National Fire Protection Association pamphlet that describes care and maintenance of sprinkler systems. In addition, the authority having jurisdiction may have additional maintenance, testing, and inspection requirements that must be followed. I If you need additional copies of this publication, or if you have any questions about the safe installation of this product, contact Victaulic World Headquarters, P.O. Box 31, Easton, Pennsylvania 18044 -0031, 610-559 -3300. • • i 7/07 3/%//, fm..b'rf/. o DIMENSIONS - - - -- - - - -- - -- - 23/4" (79 mm) Max Hole 2W (84 mm) Min. Hole • ___ ' - - --- -- - - - - —' - - -- 214• — — — — — } (54 mm) 1'S (47 mm) itircz4.1 . ' Typical Ceiling The (29 mm) Finished Surface Minimum Extension 3 (82 mm) r =r 2=M ■ ,■� (55 mm) • • ��� A' • ` ` n (39 mm) � u/��.�'e Typical Ceiling Tile NO I (17 mm) __ Finished Surface 3% (83 mm) Domed Cover Plate Minimum Extension ROOM SIZE SPRINKLER PERFORMANCE FLOW (MINIMUM) V3904 Flow Rate Room Size GPM/LPM Feet/m UL 16X16 26 4,9 X 4,9 98 18 X 18 32 5,5 121 20 X 20 40 6,1 X 6,1 150 Minimum sprinkler spacing IT (2,4 m). /A// llI/ it f %/fY %///f/f/ 45,7 DISTRIBUTION PATTERNS MODEL V3904 K8.0 ECLH CONCEALED PENDENT DISTRIBUTION PATTERNS - TRAJECTORY 10' m - — 3,0 r `• `• '•� 26 GPM — 8' •\ 98,4 LPM 2,4 m `, 32 GPM • •\ 140,0 LPM 6' ��. 1,8 m • •� 40 GPM . 151,4 LPM 4' \ 1,2m • 2' 0,6m \ ' 0 2' 4' 6' 8' 10' 12' 14' 16' 18' 0,6 m 1.2 m 1,8 m 2,4 m 3,0 m 3,7 m 4,3 m 4.9 m 5,5 m NOTES: 1. Data shown is approximate and can vary due to differences in installation. 2. These graphs illustrate approximate trajectories, floor-wetting, and wall- wetting patterns for these specific Victaulic FireLock Automatic Sprinklers. They are provided as information for guidance in avoiding obstructions to sprinklers and should not be used as minimum sprinkler spacing toles for installation. Refer to the appropriate NFPA National Fire Code or the Authority Having Jurisdiction for specific information regarding obstructions, spacing limitations and area of • coverage requirements. Failure to follow these guidelines could adversely affect the performance of the sprinkler and will void all Listings, Approvals and War- ranties. • 3. All patterns are symmetrical to the centerline of the waterway. f701 :5 /2/! ii%/1. lfir. WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. This product shall be manufactured by Victaulic Company. All products to be installed in accordance with current Victaulic installation/assembly instructions. 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Sµ. w� ::.o:,.s,:,�,�:rrN:S::.:' +::::: :.:..^ V38, K5.6 O ■ ® LPCB C E • SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS Adjustable Concealed Standard Spray Pendent Standard and Quick Response V3801 STANDARD RESPONSE 4VA V3802 QUICK RESPONSE This concealed, designer style sprinkler allows up to 1/2' /13mm adjustment to accommodate concealment needs. The "standard" design provides a consistent hemispherical spray pattern. The separate two -piece mounting cup /cover plate allows easy installation arid testing prior to • ceiling installation. It also permits removal of suspended ceiling panels without system shut- down. The design incorporates state -of- the -art, heat responsive, frangible glass bulb design (standard or quick response) for prompt, precise operation. V3801 AND V3802 This sprinkler is available in various temperature ratings (see chart on page 2) and finishes to meet many design requirements. • SPRINKLER OPERATION: The operating mechanism is a frangible glass bulb which contains a heat responsive liquid. During a fire, the ambient temperature rises causing the liquid in the bulb to expand. When the ambient temperature reaches the rated temperature of the sprinkler, the bulb shatters. As a result, the water- way is cleared of all sealing parts and water is discharged towards the deflector. The deflector is designed to distribute the water in a pattern that is most effective in controlling the fire. COVERAGE: For coverage area and sprinkler placement, refer to NFPA 13 standards. TECHNICAL SPECIFICATIONS: Models: V3801, V3802 ACCESSORIES Style: Adjustable concealed, ordinary hazard, Installation Wrench: light hazard • Concealed: V38 -4 or V38 -5 Nominal Orifice Size: W113 mm Sprinkler Finishes: K- Factor: 5.6Imp./8.1 S.I. • Plain brass (only) l` l re• Nominal Thread Size: W/15mm Cover Finishes: 1111021%11Max. Working Pressure: 175 psi /1200 kPa • Chrome plated ' Factory Hydrostatic Test: 100% @ 500 psi/ • White painted Ig' I 3450 kPa • Flat black I, Min. Operating Pressure: 7psi /48kPa • Custom painted Temperature Rating: See chart on page 2. \.• ), ✓J ^ For K- Factor when pressure is measured in MATERIAL SPECIFICATIONS Bar, multiply S.I. units by 10.0. Deflector. Bronze per UNS C22000 Cover Plate: Fusible solder * Teflon is a registered trademark of Dupont Co. Bulb: Glass with glycerin solution. j- Bulb Nominal Diameter. • Standard: mm \` • Quick Response: 3,0 mm • _ Load Screw: Bronze per UNS C65100 Pip Cap: Bronze per UNS C65100 Exaggerated for clarity Spring: Stainless steel per UNS S30100 Seal: Teflon* tape Frame: Die cast brass 65 -30 Pins: Stainless steel per UNS S30400 Cup: Cold rolled steel, zinc chrome plated Cover /Escutcheon: Brass per UNS C26000 Lodgement Spring: Stainless steel per UNS S30200 Protective Cap: Polyethylene FIRE PROTECTION PRODUCTS — AUTOMATIC SPRINKLERS 40.50 V33 K5.6 Adjustable Concealed Standard Spray Pendent Standard and Quick Response V3801 STANDARD RESPONSE >V3802 QUICK RESPONSE • RATINGS All glass bulbs are rated for temperatures from - 67 °F / -55 °C to those shown in table below. Sprinkler Sprinkler • V3801, V3802 Cover • V38 Temperature - ''F/°C _ Temperature - °FPC Maximum - Maximum Victaulic Nominal Ambient Victaulic Nominal Ambient Temperature Part Temperature Temperature Glass Bulb Part Temperature Temperature ':Classification Identification Rating Allowed Color Identllleation Rating Allowed 135 100 ; 135 0 100 Ordinary A I 3 8 Orange 57 57 38 155 — I 100 I 165 150 Ordinary C Red D # 68 38 Intermediate E 175 1 150 1 Yellow 79 65 Intermediate ; F 930 6 Green `A For use with Standard or Quick Response Concealed Sprinkler 135 °F /57 °C or 155 °F /68 °C. * D For use with Standard or Quick Response Concealed Sprinkler 175 °F /79 °C or 200 °F /93 °C. Custom Finish — Customer to provide paint specification, allow 4 - 6 weeks for samples. 0 138'F/59°C per LPBC ORDERING INFORMATION Please specify the following when ordering: Sprinkler Model Number Style Temperature Rating K- Factor Thread Size Quantity Cover Finish Wrench Model Number • iy WARNING • Proper temperature rated cover must be used with the correct sprinkler rating per the Temperature Chart Ratings. • The plastic shipping cap must be removed for the sprinkler to operate properly. • If shipping cap is replaced over an installed sprinkler for purposes of painting or plaster- ing, then the fire protection system shall be considered out of service, the Authority Having Jurisdiction notified, and a firewatch is suggested. Cftanns .In en ...w .ne.d.:n iea..rn ni enri..bin. M nnnro4n weue.nn eennue nnre....el :..u.r.. n. FIRE PROTECTION PRODUCTS - AUTOMATIC SPRINKLERS 40.50 V38, K5.6 Adjustable Concealed Standard Spray Pendent Standard and Quick Response V3801 STANDARD RESPONSE V3802 QUICK RESPONSE APPROVALS/LISTINGS Model ''f�i r ;� �; ''t's , ss: : : l �: 1 !f' s' , .i:: ii �% �; lc s%' s%< i a #f`s,,.,%,..,,�ii % Orifice Sae :finches) Orifice. Size: (mm) 13 13 ::::Nominal :K Factor :linpe�tal 5.6 5.6 i:::Nominel:K'Factor SI° 8.1 8.1 :::: Response Standard Quick# Smm bulb 3mm bulb Deflector :7ype Concealed Concealed Pendent Pendent Adjustment Approved Temperate a Ratings F' /C' by Aguucyt I (dudel 135F/57°C 135 °F /57 °C 155F/68°C 155 °F /68 °C 175 °F /79 °C 175 °F /79 °C 200 °F /93 °C 200 °F /93 °C 135 °F /57 °C 135 °F /57 °C ULC ' 155 °F /68 °C 155F/68°C 175F/79°C 175F/79°C 200 °F /93 °C 200 °F /93 °C .............. 155F/68°C# FM* 175 °F /79 °C# 2004/93°C# 1354/57°C 135Ff57°C :: NYC/MEA :# :62 99-E 155 °F /68 °C 155 °F /68 °C 175 °F /79 °C 175 °F /79 °C 200 °F /93 °C 200°F/93 °C 135 °F /57 °C 135 °F /57 °C CSFM #.7690,0531:112 1554/68°C 155 175 °F /79 °C 175 °F /79 °C 200 °F /93 °C 2OOF/93°C ... ....................... ............................... .......................... 155 °F /68 °C Sprinkler /138 °F /59 °C Cover 155 °F /68 °C Sprinkler /138 °F /59 °C Cover :: LPCB 175 °F /79 °C Sprinkler /165 °F /74 °C Cover 175 °F /79 °C Sprinkler /165 °F /74 °C Cover 200 °F /93 °C Sprinkler /165 °F /74 °C Cover 200 °F /93 °C Sprinkler /165 °F /74 °C Cover 135 °F /57 °C 135 °F /57 °C 155 °F /68 °C 155 °F /68 °C ::::1114111:91 175 °F /79 °C 175 °F /79 °C 200 °F /93 °C 200 °F /93 °C 286F/141°C 286°F/141 °C # Recognized by FM as standard response only t Listings and Approvals as of printing. All are approved open, exoept for areas designated "No'. For K Factor when pressure is measured in Bar, multiply S.I. units by 10.0 FIRE PROTECTION PRODUCTS — AUTOMATIC SPRINKLERS 40.50 V38, K5.6 Adjustable Concealed Standard Spray Pendent Standard and Quick Response V3801 STANDARD RESPONSE V3802 QUICK RESPONSE DIMENSIONS Models V3801, V3802 (drawings not to scale) Dig."/68 mm Max. Hole 2W/60 mm Min. Hole f 1, = II II II 2W/59 mm �,I ` + f 2 Ili I — t III le,.1 1 1'17 1 7z l. i mo \h : / f Typical Ceiling Tile 1 111 - - -- - -- - -� -- f 1 MINIMUM EXTENSION Finished Surface 33x/80 mm WINK vin 11 riiii 2"6x%11 mm I � Id + tai i - + 2%51 mm 1 "/13 mm Adjustment 70 4 1 '`, Typical Ceiling Tile l I T 3W/83 mm Cover Plate Finished Surface MAXIMUM EXTENSION • AVAILABLE WRENCHES Sprinkler Type Recesr,r.d ::CdncealedPendent: V3801;:V3802 V38 -4 orV38 -5 • FIRE PROTECTION PRODUCTS — AUTOMATIC SPRINKLERS 40.50 V38, K5.6 Adjustable Concealed Standard Spray Pendent Standard and Quick Response V38O1 STANDARD RESPONSE V3802 QUICK RESPONSE DISTRIBUTION PATTERNS Models V3801, V38O2 K5.6 standard concealed pendent distribution patterns — trajectory 1I • 3.0m . •. • 2.4 m ` '. � �� • 6 \ • • '. .8 m • * • a 4 . 12m 1 I. 4 • 2 • .� 06 m � • • 2' 4' 6' B' 10' 12' 14' 0.6m 12m 1.8m 24m 3.0m 3.7m 4.3m NOTES: 1 Data shown is approximate and can vary due to differences in installation. 2 These graphs illustrate approximate trajectories, floor - wetting, and wall- wetting patterns for these specific Victaulic FireLock automatic sprinklers. They are provided as information for guidance in avoiding obstructions to sprinklers and should not be used as minimum sprinkler spacing rules for installation. Refer to the appropriate NFPA National Fire Code or the authority having jurisdiction for specific information regarding obstructions, spacing limitations and area of coverage requirements. Failure to follow these guidelines could adversely affect the perfor- mance of the sprinkler and will void all Listings, Approvals and Warranties. 3 All patterns are symmetrical to the centerline of the waterway. • tL,ccl IF/rn & Building Products Technical Services: Tel: (800) 381 -9312 / Fax: (800) 791 -5500 Series TY -FRB — 2.8, 4.2, 5.6, and 8.0 K- factor Upright, Pendent, and Recessed Pendent Sprinklers Quick Response, Standard Coverage General tamed when exposed to corrosive at- mospheres. Although corrosion resis - < :.; ,, ::.;::.. tant coated sprinklers have passed the ' : `.`'n. : . . . `..;. ;.:` Description standard corrosion tests of the appli- "• ' "'``" : : : : :e "'`'` ' cable approval agencies, the testing is ` r;<: >:::<«:< >::: The Tyco® Series TY -FRB, 2.8, 4.2, not representative of all possible cor- .:::::::::.::;:• • ••:: :- 5.6, and 8.0 K- factor, Upright and Pen- rosive atmospheres. Consequently, it i > 5. dent Sprinklers described in this data P :, %. : i; p is recommended that the end user be sheet are quick response - standard p ;: k . :.: : :: : • 4 P consulted with respect to the suitability coverage, decorative 3 mm glass bulb of these coatings for any given corro- ' :ta : >: :> • • e spray sprinklers designed for use g y g ��,::';: tYP P Y P 9 live environment. The effects of ambi- : : :: ,«:• >: <.> ' >. >' .:. `'` . ' in light or ordinary hazard, commercial ent temperature, concentration of P chemicals, and gas/chemical velocity, ";:.:. ~ ?• wr. . occupancies such as banks, hotels, g ty� rti: : : 4:: :: :. { ' shopping malls, etc. should be considered, as a minimum, The recessed version of the Series along with the corrosive nature of the , TY -FRB Pendent Sprinkler, where ap- chemical to which the sprinklers will be plicable, is intended for use in areas exposed. ; <t{r::::::;;: It uses either a ` . : : ::: ;:;: ».: with a finished ceiling. An intermediate level versions of the • , � : > <:;. two -piece Style 10 (1/2 inch NPT) or Series TY -FRB Pendent Sprinklers .::. `:.:�'^ '"� Style 40 (3/4 inch NPT) Recessed Es- �a .:> Y ( ) are detailed in Technical Data Sheet ... ::. ":.: • cutcheon with 1/2 inch (12,7 mm) of TFP356, and Sprinkler Guards are de- :: :f.: :; - ::. . < ...-:.:.:::%:.::::•.: _ v , : :: recessed adjustment or up to 3/4 inch tailed in Technical Data Sheet TFP780 " 3 : ..< ' ..:•,::;:.:,3,::!:,:::::::: : ' ` ! . '� ' : % (19,1 mm) of total adjustment from the • flush pendent position, or a two-piece st ::::> P P P WARNI ' € >!: .:::..:..:::. ?;> • Style 20 1/2 inch NPT or Style 30 3/4 `'' <. > 4 > :> ' tY ( ) tY ( T he S eries TY-FRB Sprinklers de ,,, ,Q::: : :, , . , :::::: : !::::::::::::?' , ' . .::,-- � S inch NPT) Recessed Escutcheon with scribed herein must be installed and - < .: s ' 1/4 inch (6,4 mm) of recessed adjust- maintained in compliance with this ' ment or up to 1/2 inch (12,7 mm) of document, as well as with the applica- total adjustment from the flush pen- ble standards of the National Fire Pro - dent position. The adjustment pro- tection Association, in addition to the vided by the Recessed Escutcheon re- standards of any other authorities hav- Model/Sprinkler duces the accuracy to which the fixed ing jurisdiction. Failure to do so may pipe drops to the sprinklers must be impair the performance of these de- Identification cut. vices. Corrosion resistant coatings, where The owner is responsible for maintain- Numbers applicable, are utilized to extend the ing their fire protection system and de- • life of copper alloy sprinklers beyond vices in proper operating condition. TY1131 - Upright 2.8K, 1/2 "NPT that which would otherwise be ob- The installing contractor or sprinkler TY1231 - Pendent 2.8K, 1/2 "NPT manufacturer should be contacted TY2131 - Upright 4.2K, 1/2 "NPT with any questions. TY2231 - Pendent 4.2K, 1/2 "NPT IMPORTANT TY3131 - Upright 5.6K, 1/2 "NPT Always refer to Technical Data TY3231 - Pendent 5.6K, 1/2 "NPT Sheet TFP700 for the INSTALLER TY4131 - Upright 8.0K, 3/4 "NPT WARNING" that provides cautions TY4231 - Pendent 8.0K, 3/4 "NPT with respect to handling and instal- TY4831- Upright 8.0K, 1/2 "NPT lation of sprinkler systems and corn- TY4931- Pendent 8.0K, 1/2 "NPT ponents. Improper handling and in- stallation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. • • FIRE PROTECTION PRODUCTSDEVICES 3_0_. $2 FireLock NX TT "" ` US VNIIPO MEA: 248 -98 -E CSFM: 7770-0531-117 Actuated Valve with Preaction Trim SERIES 769 ,le, , With Preaction Trim - : u Grooved x Grooved . ' ._., . The patent - pending Victaulic Series 769 FireLock NXT•M Preaction Valve controls the 6 _ water supply entry into the Preaction system piping and sprinklers. The Preaction System � , �`' is normally supervised with pressurized air or nitrogen in order to detect any leaks in the system. The Series 769 is a low differential, latched clapper valve that uses a unique direct - - acting diaphragm to separate system water supplies from Preaction pipe sprinkler systems. PATENT PENDING The positive latching mechanism uses the supply water pressure from upstream (city side) of the main control valve to hold the clapper shut. When the water pressure in the diaphragm chamber is released the latch retracts from the clapper and the valve actuates. The low dif- ferential and unique latch and actuator design of the valve allows the valve to be self- resetting; therefore it is not necessary to remove the cover. The low differential design is not subject to water columns. FEATURES The valve allows the water to operate a water motor alarm and /or electric pressure alarms, which continue until the flow of water stops. J k u The valve is rated to 300 psi/2065 kPa water working pressure and is factory tested hydrostatically to Clapper ." \ 600 psi /4135 kPa for sizes 1' — 8740 — 200 mm. Required air pressure is 13 psi /90 kPa. The Series FleV . 769 is available grooved x grooved. Standard grooved dimensions conform to ANSI /AWWA C606. I ; O \; Victaulic Series 769 Preaction valves'do NOT require a separate check valve in the preaction system and feature a straight- through valve body design that provides superior flow and low- pressure drop. II � � % !� The valve body is tapped with a special drain•for a complete system. The valve has simple access to rr .. `.`_.._ +�` a ll internal parts for easy maintenance. All internal parts replaceable. t Il P Y P are re P ' �I � ___1_ 'I =��j Assembly Maintenance and service can be performed from the installed position. The rubber clapper seal is :��� i replaced easily without removing the clapper from the valve. The body is tapped for main drain and Seat I I Clapper all available trim configurations. The valve is painted inside and out to increase corrosion resistance. � 1 T he Victaulic Series 769 FireLock NXT Preaction valve trim includes an alarm test valve, which allows testing of the alarm system without reducing the system pressure. Exaggerated for Clarity NOTE: The bare value carries the LPCB and VdS approvals for deluge applications only. There is no NOTE: Valve is shown in the "set" position LPCB or VdS recognition of the preaction configurations. • JOB /OWNER CONTRACTOR • ENGINEER System No. Submitted By Spec Sect Para FIRE PROTECTION PRODUCTS — DEVICES 30.82 FireLock NXT Actuated Valve with Preaction Trim SERIES 769 With Preaction Trim Grooved x Grooved INSTALLATION OPTIONS Pre - trimmed The pre- trimmed valve comes completely assembled with all necessary trim components. Vic -Quick Riser The Vic -Quick Riser comes completely pre- trimmed and includes a shut off valve (uses a Series 705W FireLock Butterfly valve — request publication 10.18; for 1' and 2740 and 50mm sizes, the Vic -Quick Riser comes with a Series 728 Ball Valve — request publication 10.17) for system shut off, pre -set pressure switches, and a drain kit for ease of installation. For complete Vic -Quick Riser infor- mation request publication 30.20. Series 745 FireLock Fire -Pac The Fire -Pac is a completely pre - assembled fire protection valve that provides maximum service in a minimal enclosed space. The unit includes a water supply shutoff valve, the sprinkler system fire protection valve, alarm line pressure switches, air supervisory pressure switches, supervisory pump switches, and digital pressure gauges that are easily viewed through a window in the cabinet door. For complete Fire -Pac information request publication 30.23. • Optional accessories ship separately. RELEASE MECHANISM OPTIONS Non - Interlocked Non - interlocked systems are designed so that either an event detection by the release mechanism or loss of supervisory air in the sprinkler system will cause the valve to operate. When the valve oper- ates, water will enter the sprinkler system and flow from any open sprinklers or other openings in the system. , Pneumatic Release: The pneumatic release system uses a supervisory pilot line to detect a release event. When EITHER a pilot sprinkler or a system sprinkler operates, the water in the diaphragm chamber is released and the valve operates. If the pilot sprinkler activates and a system sprinkler does not operate, water will fill the sprinkler system, alarms will be activated and the Victaulic Series 769 Actuated Valve will act as an Alarm Check Valve. If the valve is actuated by the activation or damage of a sprinkler, water will enter the system and flow from any open sprinklers. Alarms will acti- vate due to water entering the intermediate chamber of the valve. Pneumatic /Electric Release: The Victaulic Electric Release System uses an electric solenoid valve, approved electric panel and a compatible detection system. When EITHER an electric detection or a system sprinkler operates, the water in the diaphragm chamber is released and the valve operates. If there is an electric detection and a system sprinkler does not operate, water will fill the sprinkler sys- tem, alarms will be activated and the Victaulic Series 769 Actuated Valve will act as an Alarm Check Valve. If the valve is actuated by the activation or damage of a sprinkler system sprinkler, water will enter the system and flow from any open sprinklers. Alarms will activate due to water entering the intermediate chamber of the valve. FIRE PROTECTION PRODUCTS — DEVICES 30.82 FireLock NXT Actuated Valve with Preaction Trim SERIES 769 With Preaction Trim Grooved x Grooved SYSTEM DESCRIPTION Single Interlocked Single interlocked systems are designed so that only an event detection by the release mechanism will cause the valve to operate. When the valve operates water will enter the sprinkler system and flow from any open sprinklers or other openings in the system. Pneumatic Release: The pneumatic release system uses a supervisory pilot line to detect a release event. Only when a pilot sprinkler operates will the water in the diaphragm chamber be released and the valve operate. Pneumatic pressure is maintained in the sprinkler system only for supervisory purposes and a low pressure alarm is installed in the sprinkler system in order to detect any leaks in the system. If the pilot sprinkler activates and a system sprinkler does not operate, water will fill the sprinkler system, alarms will be activated and the Victaulic Series 769 Actuated Valve will act as an Alarm Check Valve If a system sprinkler is damaged or activates and there is no release mechanism detection the low pressure alarm in the system will activate but no water will flow until there is a release detection. Electric Release: The Victaulic Electric Release System uses an electric solenoid valve, approved electric panel and a compatible detection system. Only when a release system event occurs, will the water in the diaphragm chamber be released and the valve operate. Pneumatic pressure is main- tained in the sprinkler system only for supervisory purposes and a low pressure alarm is installed in the sprinkler system in order to detect any leaks in the system. If there is an electric release activa- tion and a sprinkler system sprinkler does not operate, the valve will operate and water will fill the sprinkler system, alarms will be activated and the Victaulic Series 769 Actuated Valve will act as an Alarm Check Valve. If a system sprinkler is damaged or activates and there is no release mechanism detection, the low pressure alarm in the system will activate but the valve will not operate and no water will flow until there is a release detection. Double Interlocked • Double interlocked systems are designed so that the valve will actuate only in the event of multiple fire detections by the release mechanisms. If a single release event occurs alarms will sound but the valve will not operate and water will not flow until a second release event is. detected. Double inter- locked systems are commonly used in refrigerated systems and in where water entering the sprinkler system is critical as well as when accidental discharge of water is critical. Pneumatic /Electric Release: The electric /pneumatic preaction system uses both an electric release system, (composed of an approved solenoid valve, electric panel and an appropriate sensor), and pneumatically pressurized sprinkler system. The Victaulic Series 769 Actuated Valve will activate ONLY when there is a pressure loss in the sprinkler system AND the electric detection of a release event. In the event of a loss of pressure in the sprinkler system without an electric detection the valve will not actuate until a second release event is detected. In this way if there is accidental damage to the sprinkler system no water will flow. Additionally, if there is an electric detection and no pressure loss in the sprinkler system the valve will not actuate. Alarms will activate in both cases alerting the • user of a detection condition. • FIRE PROTECTION PRODUCTS — DEVICES 30.82 FireLock NXT Actuated Valve with Preaction Trim SERIES 769 With Preaction Trim Grooved x Grooved SYSTEM DESCRIPTION Electric (Electric- Pneumatic /Electric): The electric /pneumatic /electric release uses two electric detection devices, a fire detection device and a low pressure switch installed in the sprinkler system. Both electric detection devices are wired into an approved control panel in a "cross- zoned" configu- ration. The electric control panel controls a solenoid valve piped to the Victaulic Series 769 Actuated Valve piston. In the event of a fire detection device activation and no pressure loss in the sprinkler system the control panel will not trigger the solenoid valve and the valve will not actuate. If there is a loss of pressure in the sprinkler system due to damage or a sprinkler activating and no fire detection the control panel will not trigger the solenoid and the valve will not actuate. The valve will actuate ONLY when BOTH a fire detection event and loss of system pressure occurs. When BOTH signals are received by the control panel the panel triggers the solenoid valve. This allows the water supply pres- sure in the Series 769 diaphragm chamber to be released and the valve will actuate allowing water into the system. Pneumatic /Pneumatic Release: The pneumatic /pneumatic system uses one Series 798 Double Pneumatic Actuator to control the Series 769 Actuated Valve. The system control valve will operate only when there are sprinklers activated in both the pilot line and the sprinkler system. If a sprinkler is activated in either the pilot line or the sprinkler system (without an accompanying open sprinkler in the other system) the system control valve will not operate. Since the pneumatic /pneumatic system uses two separate pneumatic detections, the need for an electric release panel is eliminated. In all cases, an open sprinkler will cause low- pressure supervisory alarm. Note: All Series 769 valves are approved and listed for double interlock pneumatic — electric with the Series 767. It is also approved for double interlock and pneumatic /pneumatic double interlock configurations with the Series 798. • • FIRE PROTECTION PRODUCTS - DEVICES 30.82 FireLock NXT Actuated Valve with Preaction Trim • SERIES 769 With Preaction Trim Grooved x Grooved DIMENSIONS FOR TRIM WITH SERIES 776 LOW- PRESSURE ACTUATORS THE 4INCH/114.3 MM CONFIGURATION IS SHOWN BELOW 11/2 - 21NCH /48.3 - 60.3MM CONFIGURATIONS CONTAIN %INCH /19MM DRAIN VALVES. 21/2 - 3 INCH/73.0 - 88.9MM CONFIGURATIONS CONTAIN 1 y INCH /31 MM DRAIN VALVES. 4 - 8INCH/114.3 - 219.1 MM CONFIGURATIONS CONTAIN 2INCH /50MM DRAIN VALVES. r� I I 1 I f - - i I L,tvri G F - -4 _ is 3 u_i u =i l► %I i I ij Iii i i l �• �� �j. F s r 1 IMf 0 i: .-.41,...)_,,i. „ -1 : _i' � ■0.1 1 -i :. / _ .r� -.. ILL 1 01 _� j j y J 1' - • ' - � I 1liiii� t `« I- i -i181i. H K • . C 'El -► , • .. . • • Full Open Aprx. Weight Ea. , Size Dimensions - inches/mm lbs /kg � Actual Outside Nominal Size Diameter Inches/ Inches/ - Without With mm mm A AP B B1• C D DP E Er F G H J K Trim Trim 11/2 1.900 I 9.00 16.43 28.25 40.50 j 13.75 j 16.00 _ 5.25 8.50 9.50 22.25 I 3.04 9.17 6.98 16.7 43.0 40 48.3 228.60 417.32 I 717 1028 349 I 406 133 215 241 565 I 77.21 232.91 177.29 7.6 I 19.5 2 2375 50 60.3 1 228.60 417.32 28.25 1028 j 13.75 349 406 133 215 241 22.25 565 77.21 232.91 177.29 j 17. 19.5 . 2'h 2.875 1 12.61 16.50 j 32.25 44.25 13.50 16.00 17.50 5.25 9.00 9.25 21.25 j 3.90 10.50 6.93 41.0 I 65.0 65 __ 73.0 320.29 419.10 819 1123 j 342 406 444 133 1 228 234 539 99.06 266.70 176.02 18.7 I 29.5 76.1 mm 3.000 12.61 16.50 32.25 44.25 13.50 16.00 17.50 5.25 j 9.00 9.25 21.25 I 3.90 10.50 6.93 I 41.0 j 65.0 76.1 320.29 1 419.10 I 819 1123 342 j 406 444 133 228 234 539 j 99.06 266.70 176.02 18.7 j 29.5 3 3.500 1 12.61 16.50 32.25 44.25 1 13.501 16.00 17.50 5.25 9.00 9.25 21.25 I 3.90 10.50 6.93 I 41.0 65.0 80 88.9 320.29 419.10 819 1123 j 342 406 444 133 228 234 539 1 99.06 266.70 176.02 18.7 29.5 4 4.500 I 15.03 19.78 33.25 45.50 15.00 1 15.75 20.50 5.50 9.00 10.75 20.75 6.25 9.62 8.46 I 59.0 j 95.0 100 114.3 381.76 502.41 844 1155 j 381 400 520 139 228 273 527 158.75 244.34 214.88 j 26.7 I 43.0 165.1 mm 6.500 16.00 22.00 33.50 45.75 15.50 17.00 22.00 6.00 1 8.50 11.50 20.00 6.20 9.62 8.84 80.0 116.0 165.1 1 406.40 558.80 I 850 1162 393 431 558 152 215 292 508 157.48 1 244.34 224.53 36.2 52.6 6 6.625 16.00 22.00 j 33.50 45.75 15.50 17.00 22.00 6.00 1 8.50 11.50 20.00 1 6.20 9.62 8.84 I 80.0 116.0 150 168.3 1 406.40 558.80 850 1162 1 393 431 558 152 215 292 508 j 157.48 244.34 224.53 36.2 52.6 8 8.625 17.50 22.94 1 33.50 45.50 16.75 20.00 25.25 7.00 8.75 12.75 18.50 ' 6.05 9.40 10.21 122.0 158.0 200 219.1 144450 582.67 850 1155 425 j 508 641 177 222 I 323 469 1 153.67 238.76 259.33 55.3 71.6 NOTES: The drawings shown above reflect the single - interlocked, pneumatic release trim with Series 776 Low - Pressure Actuator. In addition, these dimensions can be applied to single - interlocked, pneumatic release; non - interlocked, pneumatic/electric release; single - interlocked, electric release; and double - interlocked, electric (electric - pneumatic /electric) release trim. The °A° dimension coupling is not shown for clarity. Components shown as dotted lines denote optional equipment FIRE PROTECTION PRODUCTS - DEVICES 30.82 FireLock NXT Actuated Valve with Preaction Trim SERIES 769 . With Preaction Trim Grooved x Grooved DIMENSIONS FOR TRIM WITH SERIES 767 ELECTRIC /PNEUMATIC ACTUATORS THE 4INCH /114.3 MM CONFIGURATION IS SHOWN BELOW 11 - 2INCH /48.3 - 60.3MM CONFIGURATIONS CONTAIN 3:INCH/19 MM DRAIN VALVES. 21/2 - 3 INCH/73.0 - 88.9MM CONFIGURATIONS CONTAIN 1 y INCH/31 MM DRAIN VALVES. 4 - BUNCH/114.3 - 219.1 MM CONFIGURATIONS CONTAIN 2INCH/50 MM DRAIN VALVES. rI I I 1 0 1 I I r �) 1 I 1.- -{ 1 I I G t • 1 al _ .1: E ' - '31- 101F:- ;�_} 7 G -* 14 �i" , 1,1_11 11 I 11 ,:�ii ll� - � i� - -Y F lir r III 11 �l � III F I 0: -I ram T ® *DI -r�, I. _I Alit Bi r 1� ■ I , I r �' 1..101( r. 1111[ O• _��•- 1 I I 1 ��i A � O I i l• 1i. I • j I' o �•I j 1 n U 1 ' _1 j 1 i1 J I.'g. r 1 T r 1 T _ r - NM - " ` `, r ■ H K C •El ->• • Full Open . Aprx. Weight Ea. Size Dimensions - inches/mm lbs /kg J Actual Outside -- - -« . - -- -- - - . - - -- - --- ---- Nominal Size , Diameter Inches/ Inches / Without With 4 mm. mm _ A AV B B1• . C D. DI' E' E1• F G H J K Trim Trim 11 1.900 I 9.00 16.43 28.00 42.75 13.75 16.00 15.00 5.25 8.50 9.50 1 24.50 3.04 9.17 6.98 I 16.7 43.0 40 48.3 1 228.60 417.32 711 1 1085 I 349 406 ; 381 133 215 241 622 77.21 232.91 1 177.29 I 7.6 19.5 2 2.375 I 9.00 16.43 28.00 42.75 13.75 16.00 15.00 5.25 8.50 9.50 24.50 3.04 9.17 6.98 17.0 43.0 50 60.3 1 228.60 417.32 711 1085 349 406 381 133 215 241 622 77.21 232.91 177.29 7.7 19.5 21 2.875 12.61 16.50 31.25 1 45.75 i 13.50 16.25 18.00 1 5.25 9.00 9.75 22.75 3.90 10.50 6.93 41.0 65.0 65 73.0 1 320.29 419.10 7 ; 1162 342 412 I 457 133 228 247 577 99.06 266.70 176.02 18.7 29.5 3.000 I� 76.1 mm 76.1 1 3 1 0 1 5 1 3 029 4 910 793 162 3 241245 2 ( 133 228 247 577 9906 266.70 176.02 ( 18.7 65.0 29.5 . 3 3.500 I 12.61 16.50 31.25 1 45.75 1 13.50 16.25 18.00 5.25 9.00 9.75 22.75 I 3.90 10.50 6.93 41.0 65.0 80 88.9 1 320.29 419.10 793 1 1162 342 412 I 457 133 228 247 577 99.06 266.70 176.02 18.7 29.5 4 4.500 I 15.03 19.78 32.75 47.50 15.00 16.25 { 20.75 j 5.50 9.00 11.25 22.75 6.25 9.62 I 8.46 I 59.0 100.0 100 _ 114.3 , 381.76 502.41 831 1206 381 412 I 527 139 228 285 577 158.75 244.34 1 214.88 26.7 43.3 6.500 I 16.00 22.00 32.75 47.50 15.50 17.25 22.25 6.00 8.50 11.50 21.75 6.20 9.62 I 8.84 80.0 121.0 165.1 mm 165.1 i 406.40 558.80 831 1206 393 438 I 565 152 215 292 552 157.48 244.34 ' 224.53 36.2 54.8 6 6.625 I 16.00 22.00 32.75 47.50 15.50 17.25 ; 22.25 6.00 8.50 11.50 21.75 6.20 9.62 8.84 80.0 121.0 150 168.3 406.40 558.80 831 1 1206 I 393 438 I 565 152 215 292 552 1 157.48 244.34 224.53 36.2 54.8 8 8.625 17.50 22.94 32.50 1 47.00 16.75 20.00 ' 25.50 7.00 8.75 13.00 20.25 6.05 9.40 10.21 122.0 163.0 200 219.1 444.50 1 582.67 825 ! 1193 I 425 508 I 647 177 222 330 514 1 153.67 238.76 259.33 I 55.3 73.9 The °A' dimension coupling is not shown for clarity. Components shown as dotted lines denote optional equipment * Measurements denoted with an asterisk take optional equipment into account • FIRE PROTECTION PRODUCTS — DEVICES 30.82 • FireLock NXT Actuated Valve with Preaction Trim SERIES 769 With Preaction Trim • Grooved x Grooved PERFORMANCE Hydraulic Friction Loss The chart below expresses the flow of water at 65 °F /18 °C through a full open valve. 6.0 1 • 4.0 1 ( I ( I H 2O 1 � ttt l 4 , , e ■111111 F a °� F of 1111111 I I 'E•° ° ti a . h Wi • at'! 6� • c e 0.9 I l - = I ' — C U7 I I I , �1.1•M•��/� ce 0.6 — — i 11i......1•. /.11111111111. H 05 I I 1 1 )f��i♦��1���� a o.3 I { I I 111i��•u111ui 0.2 • II ; I 1 ;i I I ! � 0.1 � I 1 10 20 30 40 60 80 100 200 300 400 600 1,000 2,000 4,000 6,000 10,000 20,00' . 800 3,000 8,000 FLOW RATE — GPM Frictional Resistance • The chart below expresses the frictional resistance of Victaulic Series 769 FireLock NXT Preaction Valve in equivalent feet of straight pipe. Equivalent Length Size ' - .of Pipe Nominal Actual Size Outside Dia. - Inches! Inches/ Feet mm mm - meters 11 1.900 3.00 40 48.3 0.914 2 2.375 9.00 50 60.3 2.743 21 2.875 8.00 65 73.0 2.438 76.1 mm 3.000 8.00 76.1 2.439 3 3.500 17.00 80 88.9 5.182 4 4.500 21.00 100 114.3 6.401 165.1 mm 6.500 22.00 165.1 6.706 6 6.625 22.00 150 168.3 6.706 8 8.625 50.00 200 219.1 15.240 • • FIRE PROTECTION PRODUCTS — DEVICES 30.82 FireLock NXT Actuated Valve with Preaction Trim SERIES 769 With Preaction Trim Grooved x Grooved C, VALUES C, values for flow of water at +60 °F / +16 °C through a fully open valve are shown in the table below. Formulas for C, values: OP = Q Where: • 2 Q = Flow (GPM) AP = Pressure Drop (psi) Q = C, x 41 C, =Flow Coefficient Size Nominal Actual Size Dutside Dia. Inches/ Inches / CJK, mm mm (Fully Open Valve) 11 1.900 60 40 48.3 52.0 2 2.375 110 50 60.3 95.0 21/2 2.875 180 65 73.0 156.0 76.1 mm 3.000 180 76.1 156.0 • 3 3.500 200 • 80 88.9 173.0 4 4.500 I 350 • 100 114.3 302.8 165.1 mm 6.500 1000 • 165.1 865.0 • 6 6.625 1000 150 168.3 865.0 • 8 8.625 1500 200 • 219.1 1499.1 OPERATION The Victaulic Preaction System utilizes the Series 769 Preaction Valve to control the entry of the water supply into the Preaction System piping and sprinklers. The Series 769 Preaction Valve is con - structed with a clapper having a replaceable rubber face. The clapper makes contact with the valve seat ring which has access holes to the intermediate chamber of the valve. The clapper is contacted by the latch which is contacted by the diaphragm. In the set position, water supply pressure from upstream of the water supply control valve is maintained in the diaphragm chamber which holds the clapper in the closed /set position. The water is maintained in the diaphragm by one of the system release mechanisms (pneumatic, hydraulic or electric). Upon the detection of an appropriate actuat- ing event of the Preaction System (see system description above) the water supply pressure in the diaphragm chamber is released. This release allows the latch to move to its open position, permitting the clapper to pivot freely, thus allowing water into the system. Water will flow from all open sprinklers in the piping. Also, water enters the intermediate chamber of the valve through the holes in the seat ring. The water flows from the intermediate chamber to the alarm line thus activating the system alarms. These alarms will continue to sound until the flow of water is stopped. When the flow of water is stopped the spring assisted valve clapper returns to the closed position and the valve acts as an alarm check valve until the system is put back into service as a Preaction System. Manual Operation Any time the manual release handle is pulled water will be released from the diaphragm chamber and the valve will actuate, allowing water into the Preaction System. Water motor alarms and alarm pressure switches will activate. FIRE PROTECTION PRODUCTS - DEVICES 30.82 FireLock NXT Actuated Valve with Preaction Trim SERIES 769 With Preaction Trim Grooved x Grooved DOUBLE - INTERLOCKED, ELECTRIC /PNEUMATIC RELEASE TRIM Series 769 FireLock NXT Preaction Valve — Double-Interlocked, Electric /Pneumatic Release Trim (Optional Accessories Also Shown) Bill of Materials 1 Series 769 FireLock NXT Preaction Valve 2 FireLock Rigid Coupling (Optional /Sold O� OTI:Wheniestalling the optlond Serles 746 LPADry Aaelemtor, Separately - Comes Standard when VQR V' rebate the auto vent to theloatlonof the lndlated plug Assembly is Ordered) From System 3 Water Supply Main Control Valve Mr Feed I • t (Optional/Sold Separately - Comes i''!1" :�=1 / / Standard when VQR Assembly is Ordered) - I / 4 Drain Swing Check Valve is ;i m 5 Drip Cup with Cap '.1 ' - / I 6 Alarm Pressure Switch (Optional /Sold .• Separately - Comes Standard when VQR m m Location i Assembly is Ordered) ° ' 7 Series 729 Drip Check Valve -- - `,1� 0 Ol 8 Diaphragm - Charge -Line Ball Valve i � .. I M g? I m - .. m (Normal) Open) 30 9 3-in -1 Strainer/Check/Restrictor ! *II ! ® ;1 � , � , - IN , In 0 ,t Assembly m \ i © 0., / i �� J 10 Series 760 Water Motor Alarm � i '` (OptionaVSold Separately) S 'A r� 11111( to To Dap 11 Alarm Test Ball Valve 0 t ' '• 0 I To pC . w� b,. 12 Diaphragm- Charge -Line Pressure - B Gauge (0- 300psV0- 2068kPa/0 -20.7 Bar) c 6 ©, O -•� -1 co 13 Series 749 Auto Drain .•'..* T I ..% ® Ol 14 Series 767 Electric/Pneumatic Actuator Note t - 15 Air Manifold \ 16 Air Supervisory Pressure Switch l6 - I \ \ \ rns� em ® j 0 I (` (OptionaVSold Separately - Comes / \ Standard when VQR Assembly is Ordered) l \ \, �� 1� �I 17 System Pressure Gauge ® W � t 4 r, 19 (0-80 psV0-552 kPa/0-5.5 Bar with Retard) - s,'... ' r'� I �i � 1 ` 1 - , • 18 Water Supply Main Drain Valve - Flow Test r : ', � \ l �J \ m \• 1 I Water Supply Pressure Gauge _ ;__ ; , „tom (0-300 psi/0-2068 kPa/0-20.7 Bar) ♦_ 1lG G'. L � m 20 Drain Connection Kit (Optional /Sold \ \O Separately - Comes Standard when VQR Assembly is Ordered) \— -el �� 21 Gauge Valve 22 System Main Drain Valve . `V I . 1 4:".. I : 0 23 Series 755 Manual Pull Station I II j 24 • Series 748 Ball Check Valve O • T ap p 25 Series 746 -LPA Dry Accelerator t Location - (Optional /Sold Separately) ' © - � , O 26 Upper Chamber Strainer (100 Mesh) ��) * \ 27 Upper Chamber Pressure Gauge for ,� � °WO / 'J > Series 767 Electric/Pneumatic Actuator © f ri tr 28 Auto Vent for Series 767 Electric/ �`jf/ % � Pneumatic Actuator L , 29 Upper Chamber Inlet Restrictor T r .032 -inch) for Series 767 Electric/ Pneumatic Actuator From Water 30 Upper Chamber Check Valve (1/4-inch) Supply 1 for Series 767 Electric/Pneumatic Actuator ' Exaggerated for clarity NOTE 1: Connection point for the Series 75D Water Column Device Kit. For installation of the Series 75B Supplemental Alarm Device, refer to the instructions supplied with FIRE PROTECTION PRODUCTS — DEVICES 3 0.8 2 - - FireLock NXT Actuated Valve with Preaction Trim SERIES 769 With Preaction Trim Grooved x Grooved WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. NOTE This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation /assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. WARNING ° • This product must be installed by an experienced, trained installer, in accordance with the instructions provided with each valve. These instructions contain important information. Failure to follow these instructions may result in serious personal injury, property damage, or valve leakage. If you need additional copies of this product literature or the valve installation instructions, or if you have any questions about the safe installation and use of this device, contact Victaulic Company, P.O. Box 31, Easton, PA 18044 -0031 USA, Telephone: 001 - 610 - 559 -3300. . ■ /lllb s a ■Il 1■■■. s l - ■ IIIIII M_ MA/MMII - -i S .- S -! -- _ ,. ; AIR PRODUCTS - eon tie 74e Pirstect€s• 9•41640, for Dry . Pipe `•Sprinkler Systems ""° - 12" Outlet Connections - Thermal Overload Protection >: .,.: - Riser Mounting Kit Included with "AC" Models <<::; €;; - Fills System to 20 PSI in 30 Minutes (NFPA 13) y , - Fully Automatic N "� :o.:, r - Direct Drive :: > N. I .' : :: y ' ,,. • , ,;., .� ; f - A Intake Filter(s) � 1:f ? ,. ', - Oil Less Piston Compressor pg, ; >'- ;:r; ,i:; > < ><.. - UL Listed Pressure Switch r.: >:;, :: _: : »::< -;;: v r : ', • �t., r,� f ,! /1.::. - Bubble Tight Air Check Valve -'?;•:44 '"' ' �:< >. - - Permanently Lubricated Bearings » y . w/#Ya itabte ....................................... ............................... ................................................................................................................ AryryA++ Ii , :' ......:... >:: >:: >:.:::;;;:: >:::::<: >S .sum: « < >: «<::::>:::»:>::::;;< :::::...............:.............: .:..:::. �::.::.::.::.. ...... - ,. .::.;:. ts b. atla . ns:::: P 290t OL11016AC -LP 1/6 12 14 9 9 31 :.. .: .:;:<•.. 1.:.::..:::O:L2 "t:533A::Lf? :<::: >::» :: >: »> 13:::: >:::: >:: >:::: <:<:::< ::.. ....:........................ ::..:::..:.:,:: ::.:.::.::::.:::. :. ...................... 780 OL33550AC -LP 1/2 8 16 11 9 49 1:.. 935.::::«0E42.7...5AG:: L.P : 34: ::. ..................... ..... . $0 ++ Based on 100 foot run. Consult Factory for longer or shorter runs. 111111111! r:- ( � _ `� �� � " Based on 70 degree F system temp. 1 H For other conditions consult factory for pump up times. 1111.1111111111 1 � .. t - 115 volt only, $ - 230 volt only, all other units 115230 volt. • w�www+ L W Low Pressure Units Set At 13 psi cut in, 18 psi cut out Magnetic Line Starters - Thermal Overload Protection Single Phase .. .... Call 1-800-345-8207 ....... ...:> : ::<; ::Modet<:::> `: . .:::::.;; :: Fax: 610-524-8965 1/3 HP 1 HP 00 MGOOA* E -Mail: genairpro@generalairproducts.com >: ... >>::::<>: :." ..; ..... . ;: ; :':<.; >; :ini Remember - You can find this sheet and more at HP Maximum a �::>: 1:::: �IP: :::>;;:::<:» �:: HP:>:> �>:> �:: �`:> > <;�; »:� >;:;T�tl�?fQl�.;:;.;:;, 2 : : :. »:.. :: 3 : HP : 1 : MGOOA* www.GENERALAIRPRODUCTS.com p: >i :`MG151i: iii: : When Ordering a Magnetic Line Starter you must specify HP, Voltage and Phase that is supplied to the motor. 4 I 3 y 2 I 1 AMMO WM RV a= I 'REDRAWN TO AUTOCAD ADDED 230V I 114907 D I 13 3/4" N., 1/2" NPT INTAKE DISCHARGE FILTER 8 1/2" CHECK PRESSURE VALVE SWITCH . I (l 3'1: :; =: �" " " "- �� --1.------COMPRESSOR �I • RELIEF I1 !)% VALVE V) 9 " 7 3/4" 16 ii I Ili C 1 Y 1 1/8" �i��Mii 4 HOLES M' 5/16 DIA -11'42 3/4" -.NI- ISER MOUNTING PLATE ' 4 1/4" II 9 I -0-- 6 3/4 "-o- 5 1/4" 1 I NOTES: .Y, DISTANCE RISER SIZE 1 THIS DRAWING REPRESENTS MULTIPLE TO RISER CENER LINE SCHEDULE40 ASSEMBLIES. SEE TABLE FOR MODELS REPRESENTED. REFERENCE ONLY STEEL PIPE 2.66^ 4 B 2) REFERENCE INDIVIDUAL PARTS LISTS 4 6 5" S" FOR COMPONENT PART NUMBERS. 3) REFERENCE INSTRUCTION MANUAL FOR INSTALLATION AND WIRING RECOMMENDATIONS. 4) DIMENSIONS ARE FOR REFERENCE ONLY. MODEL • VOLTAGE y OL11016AC 115V/230V/60HZ/1 PH OL11016AC -50 220V/50HZ/1 PH - 1 1 NV art rTT DUCrr A _;a■ GENERAL ARRANGEMENT 116 HORSE POWER AIIN Meo., r]];i= OIL -LESS COMPRESSORS ACAD DRAWINGS \COMPRESSORS \OILLESS RISER MOUNT\OL11016.DWG *V1 "I tli rF 1 C Wig M0. G- 200092 I m 4 I 3 2 1 I Anchoring S Mechanical Anch 9 stems Y 4.3.4 Kwik Bolt TZ Expansion Anchor 4.3.4.1 Product Description 4.3.4.1 Kwik Bolt TZ Product Description 4.3.4.2 Material Specifications The Kwik Bolt TZ (KB -TZ) is a torque Product Features 4.3.4.3 Technical Data controlled expansion anchor which is • Product and length identification 4.3.4.4 Installation Instructions especially suited to seismic and cracked marks facilitate quality control after 4.3.4.5 Ordering Information concrete applications. This anchor line installation. is available in carbon steel with zinc • Through fixture installation and 4.3.4.6 Sample Calculations electroplated coating and 304 stainless variable thread lengths improve steel versions. The anchor diameters productivity and accommodate Impact Section various base plate thicknesses. (Dog Point) range from 3/8 to 3/4 inch in a variety of '_m lengths. Applicable base materials • 316 Stainless Steel wedges pro- .,.. include normal weight concrete, vide superior performance in cracked concrete. :„ : -,., ' :i : •,- structural lightweight concrete, and Nut _ ls ;: : :: f • Ridges on expansion wedges twe deck. lightweight concrete over metal dk. provide increased reliability. Washer Guide Specifications • Mechanical expansion allows immediate load application. Red ;e: ^ Torque controlled expansion anchors Raised impact section (dog point) • Setting — `>' shall be Kwik Bolt TZ (KB -TZ) supplied prevents thread damage during Mark by Hilti meeting the description in installation. Federal Specification A -A 1923A, Type • Bolt meets ductility requirements Anchor — < :: ; Thread ' 4. The anchor bears a length of ACI 318 -05 Section Dl. • :: z identification mark embossed into the Installation impact section (dog point) of the anchor : fi <: surrounded by four embossed notches Drill hole in base material to the > >e. •• appropriate depth using a Hilti carbide • Anchor identifying the anchor as a Hilti Kwik Bolt 17 in the installed condition. tipped drill bit. Drive the anchor into the Body hole using a hammer. A minimum of four / Anchors are manufactured to meet one of the following conditions: threads must be below the fastening surface prior to applying installation Stainless • The carbon steel anchor body, nut, torque. lighten the nut to the Steel w' and washer have an electroplated recommended installation torque. Expansion ` . zinc coating conforming to ASTM Sleeve — ?: B633 to a minimum thickness of 5 (Wedges) pm. The stainless steel expansion • ' a sleeve conforms to AISI 316. '...:1•::-::::::: • Stainless steel anchor body, nut >:y>> and washer conform to AISI 304. I Stainless steel expansion sleeve Expansion Cone conforms to AISI 316. Listings /Approvals ICC-ES (International Code Council) ESR -1917 FM (Factory Mutual) Supplemental Design Provisions for ACI 318 -05 Appendix D Pipe Hanger Components for Automatic Sprinkler Systems (3/8P - 3/4") Design strengths are determined in accordance with ACI 318 -05 Appendix D and UL (Underwriters Laboratories) ICC Evaluation Service ESR -1917 Hilti Kwik Bolt TZ Carbon and Stainless Steel Pipe Hanger Equipment for Fire Protection Services (3/8" - 3/4 ") Anchors in Concrete. The relevant design parameters are reiterated in Tables 1, 2, ` J fifi1 F� F O and 3 of this document. Supplemental provisions required for the design of the KB -TZ are enumerated in Section 4.0 of ESR -1917 (DESIGN AND INSTALLATION). °° Note that these design parameters are supplemental to the design provisions Building Code Compliance of ACI 318-05. IBC 2006 IRC 2006 UBC 1997 Product TechnicalGud -2008 316 Hilt, Inc. (US). t- 800- 8.73 -8000 i www.us.hilti_com I en espsnoll- 800 -BI9 -5000 1 Hilti (Canada) Corp- 1-80Q- 363-045a l �drhilti.ca l Pro du r _ ... Anchoring Systems ni zl Anchorl Mechanical c 9 :...............:. Kwik Bolt TZ Expansion Anchor 4.3.4 4.3.4.2 Material Specifications Carbon steel with electroplated zinc • Carbon steel KB -TZ anchors have the following minimum bolt fracture loads' • Anchor Shear Tension Diameter (irr.) (Ib) (lb) 3/8 NA 6744 1/2 7419 11240 5/8 11465 17535 3/4 17535 25853 • Carbon steel anchor components plated in accordance with ASTM 8633 to a minimum thickness of 5pm. • Nuts conform to the requirements of ASTM A563, Grade A, Hex. • Washers meet the requirements of ASTM F844. • Expansion sleeves (wedges) are manufactured from AISI 316 stainless steel. Stainless steel • Stainless steel KB -TZ anchors are made of AISI 304 material and have the following minimum bolt fracture loads' Anchor Shear Tension Diameter (in.) (lb) (lb) 3/8 5058 6519 1/2 8543 12364 5/8 13938 19109 3/4 22481 24729 • Nuts meet the dimensional requirements of ASTM F594. • Washers meet the dimensional requirements of ANSI 818.22.1, Type A, plain. • Expansion Sleeve (wedges) are made from AISI 316. • All nuts and washers are made from AISI 304 stainless steel. 1 Bolt fracture loads are determined by testing in jig as part of product QC. These•loads are not intended for design purposes. See Tables 2 and 3. • .....r.... ..... ........ - - - - •-- _ _ ..... - - r 317 e 200& ical Quid_ .... Techn Product •. 63 I :i.: 'Id.ca L -e0n -3 Hilti , Inc. (US) e0U- &79�0oal vaww- us- hilti- comlenespaiSolt- 800 - 879 -5004 l H (Canada) Corp .1-800-363.-4458. • Mechanical .: ..... chor'ri 'Systems ms An i e 9 Y 4.3.4 Kwik Bolt TZ Expansion Anchor Allowable Stress Design Design values for use with allowable stress design (working stress design) shall be established as follows: Rai,,,= ad , where Rd= 4) Rk represents the limiting design strength in tension (q) N or shear (4) L') as calculated according to ACl 318 D.4.1.1 and D.4.1.2 Table 5 —The value of a shall be taken as follows: Reference for strength a reduction factors including seismic excluding seismic ACI 318 D.4.4 1.1 1.4 ACI 318 D.4.5 1.2 1.55 Table 6 - Kwik Bolt 12 Carbon and Stainless Steel Allowable Static Tension (ASD), Normal- Weight Untracked Concrete, Condition B (Ib) • Concrete Compressive Strength Nominal Embedment • f'c= 2500 psi f'c= 3000 psi f 'c= 4000 psi Pc= 6000 psi Anchor Depth h Carbon Stainless ,Carbon Stainless Carbon Stainless Carbon ' Stainless Diameter (in.) Steel Steel Steel Steel Steel Steel Steel Steel 3/8 2 1168 1221 1279 1338 • 1477 1545 1809 1892 1/2 2 1576 1576 1726 1726 1993 1993 2441 2441 • 3 - 1/4 2561 2674 2805 2930 3239 3383 3967 4143 5/8 3 -1 /8 3078 3078 3372 3372 3893 3893 4768 4768 4 4246 4457 4651 4883 5371 5638 6578 6905 3/4 3 -3/4 3844 4046 4211 4432 4863 - 5118 5956 6268 4 -3/4 4959 5590 5432 6124 - 6272 7071 7682 8660 1 Values are for single anchors with no edge distance or spacing reduction. For other cases, calculation of Rd as perACi 318 -05 and conversion to ASD in accordance with Table 5. l 2 Values are for normal weight concrete. For sand - lightweight concrete, multiply values by 0.85. For all- lightweight concrete, multiply values by 0.75. See ACI 318-05 D.3.4. 3 Condition 8 applies where supplementary reinforcementin conformance with AD 318-05 DA.4 isnat pravided,.or where pullout or pryoutstrength governs. Far cases where the presence of supplementary reinforcement can be verified, the strength reduction factors associated with Condition A may be used. • • • 4 Allowable static tension loads for 2,500 psi are calculated by multiplying the concrete:breakout strength Nb by the strength reduction 4 factor of 0.65 and dividing by an a of 1.4 according to ICC ESR -1917 Section 42. Nb. is calculated as perACl 318-05 0.52.2. This load may be adjusted for other concrete strengths according to ICC ESR -1917 Section 4.1.3 by using the following equation. Nbt'c = Nb Y 2500 Table 7 - Kwik Bolt TZ Carbon and Stainless Steel Allowable Static Tension (ASD), Normal- Weight Cracked Concrete, Condition B (Ib)1,2,3,4 Concrete Compressive Strength Nominal Embedment f'c= 2500 psi f'c= 3000 psi f 'c= 4000 psi f'c= 6000 psi Anchor Depth h Carbon Stainless Carbon • Stainless Carbon ' Stainless Carbon Stainless Diameter (in.) Steel Steel Steel . Steel Steel • Steel Steel Steel 3/8 2 1054 1086 1155 1190 1333 1374 1633 1683 1/2 2 1116 1476 1223 1617 1412 1866 1729 2287 3 - 1/4 2282 2312 2500 2533 2886 2925 3535 3582 • 5/8 3 -1/8 2180 2180 2388 2388 2758 2758 3377 3377 4 3157 2711 3458 2970 3994 3430' 4891 4201 3/4 3 -3/4 2866 3765 3139 4125 3625 4763 4440 5833 4 -3/4 4085 4085 4475 4475 5168 5168 6329 6329 1 Values are for single anchors with no edge distance or spacing reduction. For other cases, calculation of Rd as per AD 318 -05 and conversion to ASD in accordance with Table 5. 2 Values are for normal weight concrete. For sand - lightweight concrete, multiply values by 0.85. For all - lightweight concrete, multiply values by 0.75. See AD 318 -05 D.3.4. 3 Condition B applies where supplementary reinfarcementin conformance with ACI 318 -05 0.4.4 is notprovided,or where pullout or pryoutstrength governs. Far cases where the presence of supplementary reinforcement can be verified, the strength reduction factors associated with Condition A may be used. 4 Allowable static tension loads for 2,500 psi are calculated by multiplying the pullout strength N by the strength reduction factor of 0.65 and dividing by an a of 1.4 according to ICC ESR -1917 Section 4.2. See Table 2 for N. This load may be adjusted for other concrete strengths according to ICC ESR -1917 Section 4.1.3 by using the following equation. f'c Npn,crl'c = Npn,cr 2500 7171-- 7171 l∎ 7feiS-- .,_.. • . -7171 7171- -7171 7171 - 7171- - 7171 ---717 7 . — 71 71--- _ : 7171 7171- = _ 1- — 7171--- — ............ �,._;.,,.,...�._.: „ F; �F: sF�F» :: , .. �. �.,.•,_; �_,..,-:F:;:-._:-.: �:;>;; F�- , >�;k,+ ».::a:�:�:- >,:�:._:: >; 71::; =- - w.�:> ,kx �::.:�.::,:.,_.,; F...Y.aui - tides:: YM°: �1:. Y! . .•Fii} y....... .:::i' }.�iT ti'f . 322 Hilti, Inc. (US) 1-800-879-8000 t www.us.hilti.com I en espanol 1-800- 879 -5000 l Hittr (Canada) Corp. 1- 800 -35a -4458. l www.hirti.ca 1 Product Technical Guide 2008. • • . ` ;; ?? 33 t s ; : ;:: ' s :MV. ;: ' • s > ' ;:: >::: ; : :::= ;z }:i:' i ems - - - - - ..�. :,:. :,:.,.:: : :.; Mechanical Anchoring ng Systems Kwik Bolt TZ Expansion Anchor 4.3.4 Table 8 - Kwik Bolt TZ Carbon and Stainless Steel Allowable Static Shear (ASD), Steel (1b) Nominal Allowable Steel Capacity, Static Shear - Anchor Diameter Carbon Steel . Stainless Steel • 3/8 1669 2661 - ' 1/2 2974 3194 5/8 4901 5495 - 3/4 7396 9309 1 Values are for single anchors with no edge distance or spacing , . reduction due to Concrete falure. - • • 2 Allowable static shear loads are calculated by multiplying Vp by the strength reduction 4) factor of 0.65 and dividing by an a of 1.4 according to ICC ES3-1917 Section 42. See Table 2 for V . • Table 9 - Kwik Bolt TZ Carbon and Stainless Steel Allowable Seismic Tension (ASD), • Normal- Weight Cracked Concrete, Condition B (1b) ' Concrete Compressive Strength Nominal Embedment • f'e= 2500 psi f'o= 3000 psi f•'c= 4000 psi f 'c= 6000 psi - Anchor Depth h Carbon Stainless Carbon Stainless Carbon Stainless Carbon Stainless Diameter (in.) - Steel Steel Steel Steel . Steel Steel Steel Steel 3/8 2 1006 1037 1102 1136 1273 1312 1559 1607 2 1065 1212 1167 1328 1348 1533 1651 • 1878 . 1/2 — 3 -1/4 2178 _ 2207 2386 2418: 2755 2792 . 3375 •3419 3 -1/8 2081 2081 2280 2280 2632. 2632 3224 3224 5/8 • 4 3014 2588 3301 2835 3812 3274 4669 4010 . 3 -3/4 2736 3594 2997 3937 3460 4546 4238 5568 3/4' 4-3/4 3900 3900 4272 4272 4933 4933 6042 6042, 1 Values are for single anchors with no edge distance or spacing reduction. For other cases, calculation of Rd as per ACE 318 -05 and conversion to ASD in accordance with Table 5. r ( 2 Values are for normal weight concrete. For sand - lightweight concrete, multiply values by 0.85. For all - lightweight concrete, multiply values by 0.75. See ACI 318-05 D.3.4. l 3 Condition B applies where supplementary reinforcement in conformance with ACI 318 -05 0.4.4 is not provided, or where pullout or pryoutstrength governs. For cases where the presence of supplementary reinforcement can be verified, the strength reduction factors associated with Condition A may be used.. . - 4 Allowable seismic tension loads for 2,500 psi are calculated by multiplying the pullout strength N by the strength reduction 4) factor of 0.65, then multiplying by a 0.75 factor describe in ACI 318-05 0.3.3.3, and dividing by an a of 1.1 according to ICC ESR-1917 Section 42. See Table 2 for Np,. This load maybe adustedfor otherconLlete strengths according to lCC ESR -1917 Section 4.1.3 by using the following equation. f' c Npn,cr,i'c = Npn,cr 2500 Table 10 - Kwik Bolt TZ Carbon and Stainless Steel Allowable Seismic Shear (ASD), Steel(lb) • Nominal Allowable Steel Capacity, Seismic Shear Anchor • • Diameter Carbon Steel • Stainless Steel • • "3/8 , -- 999 . 1252 - • 1/2 2839 3049 5/8 4678 5245 3/4 - 6313 6477 • 1 Values are for single anchors with no edge distance or spacing reduction due to concrete failure. 2 Allowable seismic shear loads are calculated by multiplying V,, ses by the strength reduction 4) factor of 0.65, then multiply by 0.75 as per ACI 318- 05 D.33.3, and dividing by an a of 1.1 according to ICC ESR -1917 Section 4.2. See Table 2 for V,. s t, . • -:.:::.,::.::�,',_:,:: , ..:,:. _.->; s��' �_--:::::.... �: __:+ i�-: r:,.::;= ::::— <�.:_.;-- ......... to-;: : �+ w- r..+•,::: �, �;=. �r:+,,. �. �.,. _____._.��:y::.�;, ::o-:........ �;::+:: +:+:- ::+: -::� <a _:.::u_ _ _ .x:�< +r:- �.+.: +:- irx•.e+:- Hilti, Inc. (lJS) 800- 879 -6000 l www.us.hilti.corn l en espanot 1 -800 -879 -5000 1 Hiiti (Canada) Corp - 1-800- 363 -4458 1 www.hilti ca I Product Technical Guide 2008 323 ,., - - - - _ I I Systems s - Mechanical Anchoring S e - Mecha 9 YS Kwik Bolt TZ Expansion Anchor 4.3.4 Table 2 - Carbon Steel Kwik Bolt T Strength Design Information DESIGN Symbol Units ' Nominal anchor diameter INFORMATION 3/8 1/2 5/8 3/4 Anchor O.D. d° in. 0.375 0.5 • 0.625 0.75 (mm) (9.5) (12.7) (15.9) (19.1) Effective min. in. 2 2 3 -1/4 3-1/8 4 3 -3/4 4 -3/4 embedment' h (mm) (51) (51) (83) (79) (102) (95) (121) Min. member thickness h,d in. 4 5 4 6 6 8 5 6 8 6 8 8 n (mm) (102) (127) (102) (152) (152) (203) (127) (152) (203) (152) (203) (203) Critical it distance cas in. 4-3/8 4 5 -1/2 4 -1/2 • 7 -1/2 6 6-1/2 8 -3/4 - 6 -3/4 10 8 9 (mm) (111) (102) (140) (114) (191) (152) (165) (222) (171) (254) (203) (229) in. 2 -1/2 2 -3/4 2 -3/8 3 -5/8 3 -1/4 4 -3/4 4 -1/8 Canto (mm) (64) (70) (60) (92) (83) (121) (105) Min. edge distance for s- in. 5 5 -3/4 5 -3/4 6 -1/8 5 -7/8 10 -1/2 8 -7/8 (mm) (127) (146) (146) (156) (149) (267) (225) s ash in. 2 -1/2 2 -3/4 2 -3/8 3 -1/2 3 5 4 Min. anchor spacing (mm) (64) (70} (60) (89) (76) (127) (102) for in. 3 -5/8 4 -1/8 3 -1/2 4 -3/4 4 -1/4 9 -1/2 7 -3/4 (mm) (92) (105) (89) (121) (108) (241) (197) Min. hole depth in. 2 -5/8 • 2 -5/8 4 3 -7/8 4 -3/4 4 -5/8 5 -3/4 in concrete h0 (mm) (67) (67) (102) (98) (121) (117) (146) Min. specified P Ibin2 100000 84800 84800 84800 yield strength Y (Wmm (690) (585) (585) (585) Min. specified / Ibin2 125000 106000 106000 106000 ult. strength ° (N/mm (862) (731) (731) (731) Effective tensile AR, in2 0.052 0.161 0.162 0.237 stress area (mm (33.6) (65.0) (104.6) (152.8) Steel strength lb 6500 10705 17170 25120 in tension Nsa (IN) (28.9) (47.6) (76.4) (111.8) Steel strength lb 3595 6405 10555 15930 in shear Vsa (kN) (16.0) (28.5) (47.0) (70.9) 1, Steel strength in lb 2255 6405 10555 14245 o se shear seismic Vs " (k1) (10.0) (28.5) (47.0) (63.4) Steel strength in shear, l75 deck lb 2130 3000 4945 4600 6040 NP concrete on metal deck (kN) (9.5) (13.3) (22) (20.5) (26.9) Pullout strength N lb 2515 5,515 9,145 8,280 10,680 NA uncracked concretes rtuna (kN) (11.2) (24.5) (40.7) (36.8) (47.5) Pullout strength N lb 2270 NA 4,915 NA cracked-concretes Pa (kN) (10.1) (21.9) Pullout strength lb 1460 1460 2620 2000 4645 NP on metal deck4 concrete „, (kN) (6.5) (6.5) (11.7) (8.9) (20.7) . Anchor rategorv5 1 Effectiveness factor k°,or uncracked concrete 24 Effectiveness factor k cracked concretes 17 I P,N = kmv /kQ' 1.41 Strength reduction factor $ for tension, 0.75 ' steel failure modesa Strength reduction factor 4. for shear, steel 065 failure modes B Strength reduction factor 4) for tension, concrete 0.65 failure modes, Condition B9 Strength reduction factor 4) for shear, concrete 0.70 failure modes 1 See Fig. 1. 7 See ACI 318 D.5.2.6. 2 NP (not permitted) denotes that the condition is not supported. 8 The KB -TZ is a ductile steel element as defined by ACI 318 D.1. 3 NA (not applicable) denotes that this value does not control for 9 For use with the load combinations of ACI 318 9.2. Condition B design. applies where supplementary reinforcement in conformance with 4 NP (not permitted) denotes that the condition is not supported. AC1 318 D.4.4 is not provided, or where pullout or pryout strength Values are for cracked concrete. Values are applicable to both governs. For cases where the presence of supplementary rein - static and seismic load combinations. forcement can be verified, the strength reduction factors 5 See ACI 318 D.4 4 associated with Condition A may be used. 6 See ACl 318 D.52.2. l Hiltl, Inc. (US) 800 - 679 -8000 l www.us.hilticom 1 en espanol 1-800- 879 -5000 I Hilti (Canada) Corp. 1-800-363-4459 I www.hiltica 1 Product Technical Guide 2003 319 - 'iM1Fi! r ii'.ii i si i'f.a i:: - :: E:i - iii$: n :'in' -i g ".: : ': - •'r . r • '"" Mechanical Anchoring n 9 Y Systems - - 4.3.4 Kwik Bolt TZ Expansion Anchor ( 4.3.4.3 Technical Data Table 1— Kwik Bolt TZ Specification Table . SETTING Symbol Units Nominal anchor diameter (in.) INFORMATION 3/8 1/2 5/8 3/4 Anchor O.D. do in. 0.375 0.5 0.625 0.75 - (mm) (9.5) (12.7) (15.9) (19.1) Nominal bit d in. 3/8 1/2 5/8 3/4 diameter . Effective min. h in. 2 2 3 -1/4 3-1/8 4 3 -3/4 4 -3/4 embedment (mm) (51) (51) (83) (79) (102) (95) (121) Min. hole depth ho in. 2 -5/8 2 -5/8 4 3 -3/4 4 -3/4 4 -5/8 5 -3/4 (mm) (67) (67) (102) (95) (121) (117) (146) Min. thickness of fin in. 1/4 3/4 1/4 3/8 3/4 1/8 1 -5/8 fixbirei (mm) (6) (1 (67 ( ( ( (41) Max. thickness of in. 2 -1/4 4 2 -3/4 5-5/8 4 -3/4 4 -5/8 3 -5/8 t fire (mm) (57) (101) (70) (143) (121) (117) (92) Installation torque Th,st ft -lb 25 40 60 110 (Nm) (34) (54) (81) (149) Min. dia. of hole dh in. 7/16 9/16 11/16 13/16 in fixture (mm) (11.1) (14.3) (17.5) (20.6) Available anchor in. 3 3-3/4 5 3-3/4 4 -1/2 5 -1/2 7 4 -3/4 6 8 -1/2 10 5 -1/2 8 10 Eanm lengths (mm) (76) (95) (127) (95) (114) (140) (178) (121) (152) (216) (254) (140) (203) (254) Threaded length in. 7/8 1 -5/8 2 -7/8 1 -5/8 2 -3/8 3 -3/8 4 -7/8 1 -1/2 2 -3/4 5 -1/4 6 -3/4 1 -1/2 4 6 including dog point C (mm) (22) (41) (73) (41) (60) (86) (178) (38) (70) (133) (171) (38) (102) (152) Unthreaded length P o�v in. 2-1/8 2-1/8 31/4 4 ( (mm) (54) (54) (83) (102) t Installation nom in. 2-1/4 23/8 3-5/8 3-5/8 4-1/2 4 -3/8 5-3/8 embedment (mm) (57) (60) (92) (92) (114) (111) (137) 1 The minimum thickness of the fastened part is based on use of the anchor at minimum embedment and is controlled by the length of thread. If a thinner fastening thickness is required, increase the anchor embedment to suit Figure 1— Kwik Bolt TZ installed MIR let ethread d eanch eunthr • d he hnom ho o I•I Pill i II . ( cal Lida � Tecluucal .• lPmduct iii: i:>: ii':= iiii:i: ii <>: i }�_ iiii: <'ii iii:- iiiiiii :' }:' }:';:' >;::i::i:>: ii:;: ';:':'::i:iii<.; >:iii: i:i � -iiii: iii:><= i:i:i:ii: iii }ii:: �i ;:;o-:}:':.: }:i• };:.;.;'::.::; :: :- }:o- } } }:.;::.: }; } } }:- :;:; }....., 318 Hilli. Inc. (US) 1-800-878-13000 l w�erw.ushilti.com t en PsPancr 1-am-us-soon r Hiu; (Canada) ram 1•�aoa3sa -rasa r �.nu • P POTTER PFC4410 -RC _ a T.he_SymboLoLP RELEASING_CONTROL.PANEL - - -- UL Listed, FM Approved, NYMEA Accepted, CSFM Approved General Description • The Potter Model PFC- 4410 -RC is a microprocessor based multi- hazard releasing control panel for use on pre-action and deluge type sprinkler systems as well as chemical extinguishing systems. The model PFC - 4410 -RC is Underwriters Laboratories Listed and -_ - complies with UL Standard 864 for Local Control Units for Releasing Service. It is designed to be compatible with the requirements of: NFPA -12, NFPA -12A, NFPA -13, NFPA -15, NFPA -16, NFPA -17, NFPA -17A, NFPA -72, NFPA -750, and NFPA -2001. The PFC- 4410 -RC is housed in a steel cabinet with removable door • and key lock. Standard finish is off -white with gray and red trim. Red cabinets with black and white trim are also available. A matching • PFC Li bezel is available as an option for semi -flush mounting in a wall. The cabinet will house up to a 12AH standby battery which is capable of powering the unit in excess of 90 hours. Dimensions: 18 1/4" X 14 1/4" X 4 3/4" • Features • Multi-Hazard Operation • Optional Class A Output Zone Module • Supervised Microprocessor • 19 Standard Programs in Panel Memory • 32 Character Alpha- Numeric LCD Display • Password Protection for all Programming • Custom Banner Message Text • 24 Hour Clock • Custom Zone Description Text • Supervised Remote annunciator output • On Board Menu Driven Programming Controls • Suitable for chemical or waterbased extinguishing • Releasing Circuits Protected From False Activation • Programmable 0 -60 second pre- discharge timer* • Four Class B Initiating Circuits • Programmable 0 -30 second manual release pre - discharge timer* • Two Class B Supervisory Circuits ** • One Class B Abort circuit* (Defaults to additional supervisory zone • Four Class B Output Circuits in water based mode.) • Programmable Cross Zoning • Three Abort modes* • Continuous or Timed Discharge • 40 Event History Buffer * Available in Chemical mode only • Walktest with Automatic Time -out ** One zone programmable as abort in chemical mode. • Alarm, Trouble and Supervisory Relays • Optional Class A Initiating Zone Module Ordering Information Model Number Description Stock Number PFC- 4410 -RC 4 Zone Releasing Control (White Cabinet) 3006200 PFC- 4410 -RC 4 Zone Releasing Control (Red Cabinet) 3006203 PFC -TW Bezel for Semi -Flush Mounting (White) 5080107 PFC -TR Bezel for Semi -Flush Mounting (Red) 5090114 BT-40 Battery, 12V 4AH for 24 hour standby (2 Req'd) 5130092 BT-80 Battery, l2V 8AH for 60 hour standby (2 Req'd) 5130084 BT-120 Battery, 12V 12AH for 90 hour standby (2 Req'd) 5130090 CA2Z 2 Zone Class A Initiating Circuit Module 3006013 CAM Class A Indicating Circuit Module 3005300 ARM -2 Auxiliary Relay Module 3004725 RA- 4410 -RC Remote Annunciator 3006300 Potter Electric Signal Company • 2081 Craig Road, St. Louis, MO, 63146 -4161 • Phone: 800 - 325- 3936 /Canada 888 - 882 -1833 • www.pottersignal.com PRINTED IN USA MKT. 48910217 - REV C PAGE 1 OF 2 7/06 PFC4410 -RC P POTTER - -- The-Symbol-of-Protection — RELEASING CONTROL PANEL _. Architects/Engineers Specifications The control panel for the extinguishing agent releasing system shall The individual circuits shall be selectable through the programming be a microprocessor based control capable of protecting multiple sequence to operate in one of the following modes: Conventional, hazards in one control panel. It shall be Underwriters Laboratories Waterflow, Linear Heat Detection (3500 ft. max. per zone), Manual Inc. listed under Standard 864 for Local Control Units for Releasing Release, Low Air Alarm, Supervisory, Tamper, Low Air or High Air. Service. The control shall also be approved by Factory Mutual Optional Class A modules, CA2Z, may be added for Class A Research Corporation and be compatible with the requirements of operation. NFPA -72 (Local: A, M, SS service types; NC signaling type) and NFPAl2, NFPAl2A, NFPA -13, NFPA -15, NFPA -16, NFPA -17, The control shall have one fully supervised Class B (Style B) NFPA -17A, NFPA -750, and NFPA -2001. supervisory circuit. This circuit shall be selectable through the programming sequence to operate in one of the following modes: The control shall be housed in an 18 gauge steel cabinet that has a Supervisory, Tamper, Low Air or High Air. hinged, removable door with a key lock. The finish shall be baked enamel and available in red or off -white with contrasting trim and The control shall have one fully supervised class B (style B) Abort logo. An optional matching bezel should be, available for semi -flush circuit with 3 different operating modes, ULI, IRI, and NYC. mounting. The cabinet shall have adequate space to house standby batteries capable of operating the system for up to 90 hours. The control shall have four fully supervised Class B (Style Y) output circuits. These circuits shall be selectable through the programming The control shall include a fully supervised integral power sequence to operate as one of the following: Alarm Notification supply/battery charger capable of providing 200mA to the auxiliary Appliance, Supervisory Notification Appliance, Trouble Notification power circuit. It shall also be capable of providing 2.5 Amps to all Appliance or Releasing. The optional CAM module may be added to releasing and notification appliance circuits combined. All initiating, convert the outputs to Class A. output and auxiliary power circuits shall be power limited. The panel shall have an RS -485 output and auxiliary power outputs The control shall have a 32 character (16 characters, 2 lines) backlit for connection and supervision of up to 4 remote annunciators. LCD display. All diagnostic and alarm event information shall be viewable in text form on this display. A field programmable custom The releasing circuits shall be supervised for short circuit conditions banner message with the current date and time shall be displayed and shall be programmable for cross zoning operation when required. when no current alarm or diagnostic information exists. The discharge timer for these releasing circuits shall be programmable for times of 7, 8, 9, 10, 20 minutes or continuous. All initiating and All operational features of the control panel shall be field output circuits shall be capable of being individually disabled or programmable using menu driven selections on the alpha- numeric enabled. In addition, when in the chemical extinguishing mode there display and on board controls. No special programmer will be shall be a pre - discharge timer adjustable from 0 -60 seconds from an required and jumpers or, switches to configure operational features alarm zone or 0 -30 seconds from a manual release zone. shall not be permitted. Alarm and trouble indications shall resound when required. The control shall have a test mode that will automatically disable all releasing circuits. The test mode shall operate in such a manner The control panel shall be equipped with 19 programs built into the as to automatically reset the initiating circuit and indicating circuits panel memory, 13 for waterbased extinguishing and 6 for chemical after detecting each alarm condition initiated by the test. All testing extinguishing. In addition, the panel shall have the ability to add shall be recorded in the 40 event history buffer. The test mode will custom programs. All programming functions shall be password automatically terminate after twenty minutes of inactivity. • protected. The control shall have three integral SPDT relay contacts rated 3 Amps The control shall have four fully supervised Class B (Style B) at 30 VDC for connection to external auxiliary equipment. One relay • initiating circuits capable of supporting the operation of 25 shall operate when an alarm condition occurs, another when a trouble compatible 2 -wire smoke detectors on each circuit. signal occurs, and the third when a supervisory condition occurs. • PRINTED IN USA MKT. 58910217 - REV C PAGE 2 OF 2 7/06 ELK SERIES P POTTER BATTERIES • The Symbol of Protection • ELK. ELFf ms ';1 t ��„ 5 ttW ; Z ELK 121!0 . 1ZY Y - E _ E -^ - . Features: U.L. ® Recognized • 24 month free replacement • Long service life • Maintenance free • High power -to- weight ratio • Wide operating temperature rating • Ease of shipment • No leakage -- sealed lead acid Stock No. Model No. Volts AH Length Width Height Weight 5130080 BT-6 6 5.0 2.75 1.85 4.17 1.98 5130095 BT -10 12 1.2 3.82 1.77 2.24 1.28 5130092 BT -40 12 4.5 3.50 2.75 4.17 3.75 5130084 BT -80 12 8.0 5 -94 2.56 3.98 6.25 5130090 BT -120 12 12.0 5:94 3.90 3.94 8.82 5130086 BT -180 12 18.0 7.12 2.99 6.57 13.67 5130097 BT -260 12 26.0 6.53 6.89 4.96 20.06 Potter Electric Signal Company • 2081 Craig Road, St. Louis, MO, 63146 -4161 • Phone: 800 - 325- 3936/Canada 888- 882 -1833 • www.pottersignal.com PRINTED IN USA MKT. 88910100 - REV A PAGE 1 OF 2 2/01 ELK SERIES P OT "ER BATTERIES -- - ® The Symbotof Protection SPECIFICATIONS BT6 -4 BT -120 Constant voltage use at 20 °C Constant voltage use at 20 °C Standby use: Standby use: Voltage regulation: 6.75V -- 6.90V Voltage regulation: 13.50V -- 13.80V Initial current: < 1.5A Initial current: < 3.6A Cyclic use: Cyclic use: Voltage regulation: 7.2V 7 7.50V Voltage regulation: 14.40V -- 15.0V Initial current: < 1.5A Initial current: < 3.6A BT - 10 BT - 180 Constant voltage use at 20 °C Constant voltage use at 20 °C Standby use: Standby use: Voltage regulation: 13.50V - 13.80V Voltage regulation: 13.50V - 13.80V Initial Current: < .39A Initial current: < 5.4A Cyclic use: Cyclic use: Voltage regulation: 14.40V - 15.0V Voltage regulation: 14.40V - 15.0V Initial current: < . 39A Initial current: < 5:4A BT - 40 BT - 260 Constant voltage use at 20 ° C Constant voltage use at 20 °C Standby use: Standby use: Voltage regulation: 13.50V - 13.80V Voltage regulation: 13.50V -- 13.80V Initial current: < 1.2A Initialcurrenf: < 7.8A Cyclic use: Cyclic use: Voltage regulation: 14.40V - 15.0V Voltage regulation: 14.40V -- 15.0V Initial current: < 1.2A Initial current: < 7.8A BT - 80 Constant voltage use. at 20 °C Standby use: Voltage regulation: 13.50V -- 13.80V Initial current: < 2.3A Cyclic use: Voltage regulation: 14.40V -- 15.0V Initial current: < 3.6A MKT. #8910100 -REVA PAGE 2 OF 2 PRINTED IN USA 2/01 PULL STATION SERIES P PO TFER DIE -CAST METAL — ® The-Symbol -of Protection — MANUAL-PULL-STATIONS - STATIONS — • - -- • UL and cUL Listed, FM Approved, CSFM Listed, MEA FIRE. ALARM FIRE ALARM Approved, ADA Compliant • Single or Dual Action PULL'S DOWN � V' PULL- DOWN • Terminal connectors 1 FIRE "ALARM ! ; - • 10 Amp Snap Action Switch _ • Gold plated SPST contacts LIFT - - • Optional auxiliary contacts ;ya ®rorRAN.e s & 9 • Mounts on standard single gangbox PULL • Surface backboxes available • • High -gloss red enamel finish • Glass breakrod ,Qm • Made in the U.S.A. 161m ADA Description Engineering Specifications The Potter Pull Station Series offers a complete line of die -cast pull The contractor shall furnish and install the Potter series of pull stations for a variety of applications focusing mainly on fire alarm stations as indicated. The pull station shall be die cast construction systems. The pull stations are available in single or dual action with a "T" type pull handle that is ADA compliant. Single action pull models. All of the pull stations have a 10 -amp snap action switch and stations shall be a P32-1T. Dual action pull stations shall be the Potter a dedicated terminal block for the ease of wire connections. All of P32-1T-LP. Any manual pull station installed in an outdoor or wet the metal is completely coated to inhibit corrosion and provide for a location shall be a RMS -1T WP weather proof unit. The contact shall uniform and quality finish. be a single pole, single throw switch rated at 1 amp 30V DC /125V The standard models have a hex key reset, however a key reset is also AC. The device shall have a terminal block for ease of wiring. Once available. The models are available with shallow and deep surface activated, the pull station shall be reset by opening the front cover. mount back boxes and as a weatherproof version. Opening of the cover in a normal state shall initiate an alarm. Operation Specifications The Potter single action series of pull stations operate by pulling Switch Rating: 1 Amp @ 30 VDC the white operating handle straight down and the handle will lock 1 Amp @ 125 VAC into place. The dual action stations require the lifting of the front Pull Station Dimensions: 4 -3/4" H x 3 -1/4" W x 7/8" D cover and then pulling the white operating handle straight down. The Color: Red with raised white letters, white pull bar with raised red letters stations are reset by opening the front and placing the handle in the normal position. For special application manual stations see bulletin #8910014. For explosion proof manual stations see bulletin #8880014. • Ordering Information Type Model Number Stock Number Contact Type P32 -1T 1000447 SPST RMS -2T 1000477 DPST Single Action RMS -6T 1000478 DPDT •• RMS -1 T KL 1000451 SPST RMS -IT KO 1000450 SPST, key operated, no pull • Weather Proof RMS -1T WP 1000401 • Dual Action P32-IT-LP 1000476 SPST Weather Proof Dual Action RMS -1T WP -LP 1000403 Accessories Notes Dual Action RMS -LP 1000480 Converts single action to dual action Back Box P32 -BB 1000444 Surface mount back box Back Box P32 -DBB 1000445 Deep surface mount back box Glass Rods RMS -GB 1000470 Replacement glass rods (10 per pkg) Potter Electric Signal Co., LLC • St. Louis, MO • Cust Service: 866 - 240 -1870 • Tech Support:866- 956 -1211 • Canada 888 - 882 -1833 • www.pottersignal.com PRINTED IN USA MKT. #8900097 - REV K PAGE 1 OF 1 5/10 P POTTER WHEELOCK SERIES MT AND MT STROBE e The Symbol of Protection MULTITONE ELECTRONIC SIGNALS • Features • One alarm appliance with (8) eight selective signals to provide superior sound penetration for various ambient and wall , conditions with two field selectable sound output levels. • Code -3 Horn and Tone meetNFPA/ANSUISO temporal pattern for standard emergency evacuation signaling. 'c • Audible and strobe can operate from a single signaling 1 „� I circuit. L; 1 R • Designed to meet or exceed NFPA/ANSI Standards and ADA Accessibility Guidelines. 110 VAC model does not meet ADA requirements. • Low current draw with low temperature compensation to reduce power consumption and wiring costs. • Low cost installation via standard electrical boxes. Attractive flush or surface mounting options available. MT- 24- 1575W -FR SHOWN Wheelock's MT and MT Strobe Series Multitone Electronic Signals offer a choice of eight (8) nationally and internationally recognized alerting sounds: Horn, Bell, March Time Horn, Code -3 Tone, Code -3 Horn, Slow Whoop, Siren or Hi/Lo Tone. Wheelock's Code - 3 horn and tone patterns are engineered to comply with NFPA/ANSI Temporal Pattern specifications without requiring additional coding means. With MT and MT Strobe Signals, one alarm appliance meets most of your signaling needs. Wheelock's MT and MT Strobe Signals are UL Listed, FM, CSFM and NYMEA Approved. MT-121575W-FR MT 12/24 MT- 24- 1575W -FR* MT4- 115- WH -VFR ( Strobe/Horn) (Horn) (Strobe/Horn) Indoor (Strobe/Hom) Stock Number 1610921 Stock Number 1610914 Stock Number 1610915 Stock Number 1610216 Mounting Options ** Mounting Options ** Mounting Options ** Mounting Options ** D,E,F,L,M,O,P,R D,E,F,L,M,O,P,R D,E,F,L,M,O,P,R D,E,J, IC, N,O,R Tone Average Current Ratings (Amps) dBA Reverberant Ratings per UL 464 dBA Anechoic Ratings @ 24VDC @ 12VDC @ 24VDC @ 12VDC @ 12 and 24VDC HI STD HI STD HI STD HI STD HI STD Horn 0.038 0.024 0.095 0.019 92 87 90 77 99 93 Bell 0.019 0.012 0.030 0.010 86 80 85 69 92 87 March 0.038 0.024 0.095 0.019 89 84 89 74 99 93 Time Horn • Code -3 0.038 0.024 0.095 0.019 88 83 88 73 99 93 Horn Code -3 0.027 0.016 0.057 0.014 85 80 84 70 95 90 Tone Slow 0.047 0.025 0.095 0.024 90 89 89 75 99 94 Whoop Siren 0.034 0.022 0.078 0.019 89 84 89 75 98 93 Hi/Lo 0.020 0.013 0.042 0.011 86 81 86 71 93 88 * For outdoor installation use MTWP- 2475W -FR with IOB -R backbox. ** See next page for mounting options. Potter Electric Signal Company • 2081 Craig Road, St. Louis, MO, 63146 -4161 • Phone: 800 - 325- 3936 /Canada 888 - 882 -1833 • www.pottersignal.com PRINTED IN USA MKT. #8850002 - REV H PAGE I OF 2 2/03 [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing] [Page Too Large for OCR Processing]