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2180 RUTHERFORD RD; ; AS070291; Permit
11/10/2020 . . AS070291 Permit Data City of Carlsbad Sprinkler Permit Permit No: AS070291 2180 RUTHERFORD Job Address: Status: ISSUED RD. . Permit Type: SPRINK . ' Applied 12/14/2007 Parcel No: 2120702500 . Approved: 12/18/2007 Lot #:0 Reference No.: Issued: 12/18/2007. PC #: Inspector: Project Title: CALLAWAY GOLF - MEZZANINE ADD. 3 FIRE SPRINKLER INSPECTIONS @$65/EA Applicant: WEST COAST FIRE PROTECTION 271 ROYMAR RD SUITE F OCEANSIDE, CA' (760)754-8472 Owner: CALLAWAY GOLF CO C/O DONALD H DYE 2285 RUTHERFORD RD CARLSBAD CA Fees ($) Add'I Fees ($) Total ($) Balance ($) 195 0 195 0 1/1 WEST COAST FIRE PROTECTION 271 ROYMAR ROAD SUITE F OCEANSIDE,CA 92054 HYDRAULIC CALCULATIONS- These plans have been reviewed forapparetti compliance with the current applicable codes and standards in lbrce FOR in the jurisdiction. The owner or contractor may utilue this review in support of an application for a building permit with the express understanding that this review in no way relieves the owner or contractor or their CALLAWAY MEZZANINE ADDITION professional engineer or architect forsole responsihility 2180 RUTHERFORD including the building code or for any responsihiltv for deficiencies. errors. omissions or negligence in these FILE NUMBER: plans whether or not noted in this review. DATE: NOV 27, 2007 Dale: 121ti101 Reviewer:J APPROV A SUBMITTED 0 RECOMMENI)APPROVAL ói ,4't MRECOMMEND APPROVAL. ASNOTED CARLSBID FIRE DEPARTMENT -DESIGN DATA- OCCUPANCY CLASSIFICATION: ORDINARY DENSITY: .2 gpm/sq. ft. AREA OF APPLICATION: 1000 sq. ft. COVERAGE PER SPRINKLER: 121 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 9 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 237.0 gpm TOTAL WATER REQUIRED (including hose): 487.1 gpm FLOW AND PRESSURE (@ BOR) : 237.01 gpm @ 55.5 psi SPRINKLER ORIFICE SIZE: 1/2 inch NAME OF CONTRACTOR: WEST COAST FIRE PROTECTION DESIGN/LAYOUT BY: DAN AMATO AUTHORITY HAVING JURISDICTION: CITY OF CARLSBAD TOTAL FLOW AT SOURCE 487.1 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 237.1 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE (FT) (PSI) 1 13.0 K= 5.45 21.0 2 13.0 K= 5.45 21.4 3 13.0 K= 5.45 22.5 4 13.0 K= 5.45 24.9 5 13.0 - - - - 30.1 6 13.0 K= 5.45 29.7 7 13.0 K= 5.45 21.4 8 13.0 K= 5.45 21.7 9 13.0 K= 5.45 22.9 9A 13.0 K= 5.45 25.3 10 13.0 - - - - 30.6 11 13.0 - - - - 41.9 12 36.0 - - - - 39.2 13 36.0 - - - - 39.6 14 36.0 - - - - 40.1 BOR 0.5 - - - - 55.5 Ui -3.0 - - - - 57.0 U2 -3.0 - - - - 57.1 BF1 3.0 - - - - 54.5 BF2 3.0 - - -. - 60.5 U3 -3.0 -.- - - 63.2 SOURCE -3.0 SOURCE 63.5 DISCHARGE (GPM) 25.0 25.2 25.8 27.2 29.7 25.2 25.4 26.1 27.4 237.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 11/27/2007 C:\HASS78\CALLAWAYMEZZ.SDF JOB TITLE: CALLWAY GOLF OFFICE MEZZANINE WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 101.7 100.7 1545.0 101.6 487.1 63.5 AGGREGATE FLOW ANALYSIS: SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 1.1/27/2007 . C:\HASS78\CALLAWAYMEZZ.SDF JOB TITLE: CALLWAY GOLF OFFICE MEZZANINE 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 -25.0 1.536 PL 11.00 PF 0.3 1 13.0 5.5 21.0 25.0 4.3 120 FTG ---- - PE 0.0 2 13.0 5.5 21.4 25.2 0.031 TL 11.00 PV Pipe: 2 -50.2 1.536 PL 10.00 PF 1.1 2 13.0 5.5 21.4 25.2 8.7 120 FTG ---- PE 0.0 3 13.0 5.5 22.5 25.8 0.111 TL 10.00 PV Pipe: 3 . -76.0 1.536 PL 10.00 PF 2.4 3 13.0 5.5 .22.5 25.8 13.2 120 FTG ---- PE 0.0 4 13.0 5.5 24.9 27.2 0.240 TL 10.00 PV Pipe: 4 -103.2 1.536 PL 6.00 PF 5.2 4 13.0 5.5 24.9 27.2 17.9 120 FTG T PE 0.0 5 . 13.0 0.0 30.1 0.0 0.423 TL 12.36 PV Pipe: 5 29.7 1.536 PL 3.00 PF 0.4 5 13.0 0.0 30.1 0.0 5.1 120 FTG T -PE 0.0 6 13.0 5.5 29.7 29.7 0.042 TL 9.36 PV Pipe: 6 -25.2 1.536 PL 11.00 PF 0.3 7 13.0 .5.5 21.4 25.2 4.4 120 FTG ---- PE 0.0 8 13.0 5.5 21.7 25.4 0.031 TL 11.00 PV Pipe: 7 . . . -50.6 1.536 PL 10.00 PF 1.1 8 13.0 5.5 21.7 25.4 8.8 120 FTG ---- PE 0.0 9. 13.0 5.5 22.9 26.1 0.113 TL 10.00 PV Pipe: 7A. -76.7 1.536 PL 10.00 PF 2.4 9 13.0 5.5 22.9 26.1 13.3 120 FTG ---- PE 0.0 9A 13.0 5.5 25.3 27.4 0.244 TL 10.00 PV Pipe: 8 . -104.1 1.536 PL .6.00 PF 5.3 9A 13.0 5.5 .25.3 27.4 18.0 120 FTG T PE 04 10 13.0 0.0 30.6 0.0 0.429 TL 12.36 PV Pipe: 9 -133.0 2.703 PL 11.00 PF 0.5 5 13.0 0.0 30.1 0.0 7.4 120 FTG ---- PE 0.0 10 13.0 0.0 30.6 0.0 0.043 TL 11.00 PV Pipe: 10 -237.0 2.703 PL 71.00 PF 11.3 10 13.0 0.0 30.6 0.0 13.3 120 FTG 2E PE 0.0 11 13.0 0.0 41.9 0.0 0.126 TL 89.65 PV Pipe: 11 -237.0 2.703 PL 30.00 PF 7.3 11 . 13.0 0.0 41.9 0.0 13.3 120 FTG ET PE-10.0 12 36.0 0.0 39.2 0.0 0.126 TL 57.98 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 11/27/2007 C:\HASS78\CALLAWAYMEZZ.SDF JOB TITLE: CALLWAY GOLF OFFICE MEZZANINE PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 12 -237.0 6.357 PL 169.00 PF 0.5 12 36.0 0.0 39.2 0.0 2.4 120 FTG 4E PE 0.0 13 36.0 0.0 39.6 0.0 0.002 TL 241.00 PV • Pipe: 13 -237.0 6.357 PL 175.00 .PF 0.4 13 36.0 0.0 39.6 0.0 2.4 120 FTG 2E PE 0.0 14 36.0 0.0 40.1 0.0 0.002 TL 211.00 PV Pipe: 14 . -237.0 8.249 PL 35.50 PF 0.1 14 36.0 0.0 40.1 0.0 1.4 120 FTG 3ETG PE 15.4 BOR 0.5 0.0 55.5 0.0 0.001 TL 144.50 . PV Pipe: 15 . -237.0 8.390 PL 20.00 PF 0.0 BOR 0.5 0.0 55.5 0.0 1.4 140 FTG L PE 1.5 Ui . -3.0 0.0 57.0 0.0 0.000 TL. 42.00 PV Pipe: 16 -237.0 8.044 PL 145.00 PF 0.1 Ui -3.0 00 57.0 0.0 1.5 150 FTG 2L PE 0.0 U2 -3.0 0.0 57.1 0.0 • 0.000 TL 185.82 PV Pipe: 17 -237.0 8,390 PL 6.00 PF 0.0 U2 -3.0 0.0 57.1 0.0 1.4 140. FTG LG PE -2.6 BFI . 3.0 0.0 54.5 0.0 0.000 TL 35.00 PV Pipe: 18 • • FIXED PRESSURE LOSS DEVICE BF2 3.0 0.0 60.5 .0.0 6.0 psi, 237.0 gpm BF1 3.0 0.0 54.5 0.0 Pipe: 19 -237.0 8.390 PL 6.00 PF 0.0 BF2 3.0 0.0 60.5 0.0 1.4 140 FTG LG PE 2.6 U3 -3.0 0.0 63.2 0.0 0.000 TL 35.00 PV Pipe: 20 -237.1 8.044 PL 610.00 PF 0.3 U3 -3.0 0.0 63.2 0.0 1.5 150 FTG T5LG PE 0.0 SOURCE -3.0 SRCE 63.5 (N/A) 0.000 TL 773.29 PV NOTES: Calculations were performed by the HASS 7.8 computer program under license no. 27081246 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 The system has been calculated to provide an average imbalance at each node of 0.009 gpm and a maximum imbalance at any node of 0.184 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 18.0 ft/sec at pipe 8. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 11/27/2007 C:\HASS78\CALLAWAYMEZZ.SDF JOB TITLE: CALLWAY GOLF OFFICE MEZZANINE (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T .L C B G A D N Eli . Tee LngEil ChkVlv BfyVlv QatVlv AimChk DPViv NPTee 1.536 3.18 6.36 1.59 7.16 4.77 0.80 7.95 7.95 6.36 2.703 9.33 18.65 6.22 21.76 10.88 1.55 15.54 15.54 18.65 8.044. 18.70 36.37 13.51 46.76 12.47 4.16 32.21 32.21 36.37 PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEli ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 6.357 18.00 38.00 11.00 40.00 13.00 4.00 35.00 35.00 38.00 8.249 21.00- 41.00 15.00 53.00 14.00 5.00 37.00 37.00 41.00 PAGE: D MATERIAL: DIRON HWC: 140 . Diameter Equivalent Fitting Lengths in Feet (in) B T L C B G N . Eli Tee LngEii ChkVlv BfyVlv GatViv NPTee 8.390 31.00 59.00 22.00 76.00 20.00 7.00 59.00 WATER SUPPLY ANALYSIS 120 .0 100.0 G A U G E 80.0 P R E S S 60.0 U R E p S 1 20 ..0 0 .0. —14.? 400 600 800 1000 1200 1400 1600 1800 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 11/27/2007 C:\HASS78\CALLAWAYMEZZ.SDF JOB TITLE: CALLWAY GOLF OFFICE MEZZANINE WATER SUPPLY CURVE 108+ *\\\\0\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\* <-100.7 psi @ 1545 gpm 99+ Flow Test Point 90+ 81+ P 72+ R I E I S I S63+ X U R I E I 54+ ( P I I S I I ) 45+ I 36+ 27+ 18+ LEGEND I 'I I X = Required Water Supply I 63.47 psi @ 487.1 gpm 9+ I 0 = Available Water Supply I 101.58 psi @ 487.1 gpm I I, 0++-+---+----+-----+------+--------+--------+---------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) 01 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 11/27/2007 C:\HASS78\CALLAWAYMEZZ.SDF JOB TITLE: CALLWAY GOLF OFFICE MEZZANINE 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 ----------------------------------------------------------------------- ANY 5.60 7.00 1.049 0.33 T 5.33 120.00 5.45 0 Dec 12 2007 2:53PM West Coast Fire Protectio 760.754.8492 p.1 ASoco?M I SPae11-A oil 9600 man 551st P.O. 51oc 3365 Sciat El Monte, CA 91733IJSA Phone525A44.0641Fa M0.444631187 www.albon.org 04rot Wodcon.org Sway Bracing Calculations per: 2002 NFPA 13 Project/Contractor Information Seismic Brace Attachments Project CALLAWAY GOLF Sirudixe altaclirent Adaptan Project AdThs: 2160 RUTHERFORD RD listed Iced ratlpg: n/a Project Cu/St CARLSBAD CA Stnictere Attaclaneed Fltltog WEST COAST FIRE PROTECTIO #oie ur*,e.sai Loddrig Attachment End Contractor Addroas: 271 ROYMAR RD GTE. F tinted load rea .2.015 lb A4 load ratIng per 9.3.5.10.3: 1.425 lb Cor*ector Cay/St OCEANSIDE CA 92063 PIpe connection Attachment: Sn/b listed load retlg. WI A4 load ralIng per 9.3.5.10.3: we Brace Pipe Information Length of Brace: 6 It Pipe Altasinuent Fitting: Otemeter of 1 In JO7MW 1100$20 Sony Brace (Modal B) Type of Brace: SCtntde 40 listed load ed1ng 655 lb A4. load ,allng per 9.3.5.10.3 483 lb Angte of Brace: 47 to Sir Seismic Brace Assembly Detail Least Radius of GyratIon: 0.42 L/R Value: 200 .C•l O'ffltStL Maximien Hor l Load: 2,5001b ML HIPIER Fastener Information MUMMER PR WPIA 33 ZRACC P99 FIFPA 13 Fastener 0 Listed Fastener Structural Suppcdk Mercher Concrete AF= D76 Oder85ionot ecgswface: Fastener Ty: Fener Diameter: 3/4 In Fastener Lng1J (mIs th): 3-1(4m Brace rdlL4L., no. (to be used an plans) A Load 39DIb U Lateral Brace 0 LosudhI Brace 0 4-Way Brace - Sprinkler System Lead Calculation Olometer Type Length (ftp Total M. % walgtd peril % Total Weight El 14/4 In Schedule 7 6111 + 61*. 6111 183.011 1.00 h/ft 210.45 lb • 2-1/21n Schedule 35.5* 35.5 ft 3.00th/It 122.47th o 0 0 01 01 Brace Coiseecilos, VatvelFashig Facten 2002-1.15 Total % weight of water-tIled pIpe 333.98th Fineine: C:Pmgram Flln%fbanZOISedsMICBMCOTOoWALLAWAYMEZZ Dale: 12/12/07 AFCON ZOI SeIsmic Brace Tool VeralOn 2.0.1 tieet 1-A Iec 12 2007 2:53PM West Coast Fire Protectio 760.754.8492 P.2 Seismic Brace Assembly Detail Connection Orientation B 4 44 STRUCTURAL - SUPPORTING MEMBER 4 4 0 FASTENER PER NFPA 13 BRACE PIPE v..- 45-59 BEG, AFCQN 076 AFCON 00.f00- ) Brace identification no. (to be used on plans) A Flleiwne C:Prcm FUfeenZOtS eToolCALLAWAVME Date: 12/12107 AECON ZOI Seismic Brace Tool VersIon 2.0.1 Sheet I Detaft A ES-A-3000SS Series 3000SS A O1-b2fU 111L am V I Detector Assemblies FIRE &WATERWORICS Sizes: 21/211 - 12' (65- 300mm) Series 3000SS Double Check Detector Assemblies are designed for use in accordance with water utility non-health hazard containment requirements. It is mandatory to prevent the reverse flow of fire protection system substances, i.e., glycerin wetting agents, stagnant water and water of non-potable quality from being pumped or siphoned into the potable water supply. Specifications A Double Check Detector Assembly shall be installed on fire protection systems when connected to a potable water supply. Degree of hazard present is determined by the local authority having jurisdiction. The main valve body shall be manufactured from 300 Series stainless steel to provide corrosion resistance, 100% lead free through the waterway. The double check detector assembly consists of two independently operating, spring loaded check valves, two UL, FM, OSY resilient seated gate valves, and bypass assembly. The bypass assembly consists of a meter (cubic ft. or gallons), a double check including shutoff valves and required test cocks. Each cam-check shall be internally loaded and provide a positive drip tight closure against reverse flow. Cam-check includes a stainless steel cam arm and spring, rubber faced disc and a replaceable seat. There shall be no brass or bronze parts used within the cam-check valve assembly. The check valve seats shall be of molded thermoplastic construction. The use of seat screws as a retention method is prohibited. All internal parts shall be accessible through a single cover on the valve assembly. The valve cover shall be held in place through the use of a single grooved style two-bolt coupling. The bypass line shall be hydraulically sized to accurately measure low flow. The bypass line shall con- sist of a meter, a small diameter double check assembly with test cocks and isolation valves. The bypass line double check valve shall have a single access cover, two independently operating modular poppet check valves, and top mounted test cocks. The assembly shall be an Ames 3000SS. Materials All internal metal parts: 300 Series stainless steel, Main valve body: 300 Series stainless steel, Check assembly: Noryl® Flange dimension in accordance with AWWA Class D. Noryl5 is a registered trademark of General Electric Company. Contractor Approval Features Patented Cam-Check Assembly valve provides low head loss Short lay length is ideally suited for retrofit installations Stainless Steel body is half the weight of competitive designs reducing installation and shipping cost Stainless steel construction provides long term corrosion protection and maximum strength Single top access cover with two-bolt grooved style coupling for ease of maintenance No special tools required for servicing Compact construction allows for smaller vaults and enclosures Furnished with W x % bronze meter (gpm or cfrn) Detects underground leaks and unauthorized water use Maybe installed horizontal or vertical "flow up" position Available Models Suffix: LG - less shutoff valves OSY - ULJFM outside stem and yoke resilient seated gate valves S11 FxG - flanged inlet gate connection and grooved outlet gate connection *()S( GxF - grooved inlet gate connection and flanged outlet gate connec- tion GxG - grooved inlet gate connection and grooved outlet gate connection CFM - cubic feet per minute GPM - gallons per minute meter Available with grooved NRS gate valves - consult factory" Post indicator plate and operating nut available - consult factory' *Consult factory for dimensions Job Name Job Location Engineer Contractor's P.O. No. Approval Representative Ames product specifications in U.S. customary veils and metric are approximate and are provided for reference only. For precise meavurementa please contact Ames Technical Service Ames reserves the right to ctvinge or mothly product design, construction, apecificatlore, or materials wiulcait prior notice and without nesTing any obligation to make such changes and moddealions on Ames products previously or subsequently odd. www.amesfirewater.com Pressure - Temperature Temperature Range: 33°F - 110°F (5°C - 43°C) Maximum Working Pressure: 175p5i (12.06 bar) Capacity Flow curves as tested by Underwriters Laboratory per UL 1469, 1996. * Rated flow UL Tested I_ — — — _. . _. I — — — — Id — — — — _. . _. U — — — — U • — — — -- I__u •••u•••u. ••- .... — I IT T TiL1 Y C (Open) I Standards AWWA C510-92, UL 1469 Approvals For 12° approvals consult factory. M 8 Al G®Us 1016 (sizes 2iau - 10°, (OSY Only) OSY Only) SPa Fd 6°(l5Omm) ! _______ _____ ___.._•___ U.... ._...._.__ .._ .... r'T'flTfl I .....i .__. I_u iu • ______I .•. IiMMMMMMIRMmmi. _.____I i• IU I MMMMMMMMMIN_. I iMMMMMMMMMIEN21 _. I u-----= ________l ._. I II'i'ITflTh --------- • -------- • ------— _i ------- _. ------ ------ 1P4E11111 DIMENSIONS NET WEIGHT NET WEIGHT in. mm A In. mm C(O$ In. mm 0 In. nan G In. mm I in. mm P in. nan wlGates l& kg. win Gates lb. kg. 21/2 65 37 965 16/e 416 31/2 89 10 250 22 559 121/2 318 155 70 68 31 3 80 38 965 18/e 479 33/4 95 10 250 22 559 13 330 230 104 70 32 4 100 40 1016 22/4 578 41/z 114 10 250 22 559 141/2 368 240 109 73 33 6 150 481/2 1232 30/a 765 1 51/2 11401 15 381 1 27n/2 699 1 151/2 394 390 177 120 54 8 200 521/2 1334 373/4 959 1 6I4 171 15 381 291/2 749 181/2 464 572 259 180 82 10 250 1 551/2 1410 1 453/4 1162 1 8 200 1 15 381 1 291/2 749 1 19'/2 495 1 774 351 1 190 86 12 300 1 571/3 1461 1 531ia 1349 1 91h 241 1 15 381 1 291h 749 1 21 533 1 1044 474 1 220 100 A IMPORTANT Inquire with governing authorities for local installation requirements AM ES - II•19001 FIRE & WATER WORKS A Division of Watts Regulator Company www.amesfirewater.com I CERTIFIED 1427 North Market Blvd. • Suite #9 • Sacramento, CA 95834. Phone: 916-928-0123 • Fax: 916-928-9333 ES-A-3000SS 0513 ©Ames Co. 2005 many angles, reducing assembly effort. This sprin- kler is available in various ,temperature ratings (see chart on page 2) and fin- ishes to meet many design requirements. The recessed pendent should be utilized with a Model V27 recessed escutcheon which pro- vides up to VV (19 mm) of adjustments. Sprinkler Operation The operating mechanism is a frangible glass bulb which contains a heat responsive liquid. During a fire, the ambient tempera- ture rises causing the liquid in the bulb to expand. When the ambient temper- ature reaches the rated temperature of the sprin- kler, the bulb shatters. As a result, the waterway is cleared of all sealing parts and water is discharged towards the deflector. The deflector is designed to dis- tribute the water in a pat- tern that is most effective In controlling the fire. Coverage For coverage area and sprinkler placement, refer to NFPA 13 standards. JtauI ic JrAUTOMATIC SPRINKLERS IRE PROTECTION PRODUCTS • V27, K5.6 Models V2703, V2704, V2707 and V2708 Standard Spray Upright, Pendent and Recessed Pendent Standard and Quick Response PRODUCT DESCRIPTION These Model V27 standard spray sprinklers are designed to produce a 42707 hemispherical spray pat- tern for standard commer- cial applications. They are 2708 available with either stan- Ramamd dard or quick response Pendent bulbs. The design incorpo- V 0 rates state-of-the-art, heat (FIN> responsive, frangible glass See viclaiac putllcatlen 10.01 bulb design (standard or quick response) for prompt, V2701 V2708 precise operation. The die cast frame is more streamlined and attractive than traditional sand cast Panden t frames. It is cast with a V27O hex-shaped wrench boss to V2704 allow easy tightening from Upright TECHNICAL SPECIFICATIONS Models: V2703. V2704. V2707, V2708 Style: Pendent. Upright or Recessed Pendent Nominal Orifice Size: ½" (13 mm) K-Factor. 5.6 Imp. (8.1 SI.") Nominal Thread Size: '/2' NPT (15 mm) Max. Working Pressure: 175 psi (1200 kP Factory Hydrostatic Test 100% @ 500 psi (3450 kPa) Mm. Operating Pressure: 7 psi (48kPa) Temperature Rating; See chart on page 2. MATERIAL Upright Deflector. Bronze per UNS C22000 Pendent Deflector. Bronze per UNS C51000 Bulb: Glass with glycerin solu- tion. Bulb Nominal Diameter: 0 Standard: 5.0 mm C) Quick Response: 3.0 mm Load Screw Bronze per UNS C65100 Pip Cap: Bronze per UNS C6510.0 Spring: Beryllium nickel Seal: Teflon* tape Frame: Die cast brass 65-30 Lodgement Spring: Stainless steel per UNS S30200 ACCESSORIES Installation Wrench: C) Open End: V27 O Recessed: V38, V38-3 O Socket: V27 Finishes: C) Plain brass C) Chrome plated White painted** Custom painted" C) Lead 155, 200, 2865R Only Wax** C) Wax over lead** For cabinets and other accesso- ries refer to separate sheet. NOTE: Weather' resistant recessed escutcheons available upon request. For K-Factor when pressure is mea- sured in Bar, multiply S.I. units by 10.0. Tcflon is a registered trademark of Dupont co. UL Listed for corrosion resistance in all configurations. VICTAULIC° IS AN ISO 9001 CERTIFIED COMPANY Vlctaullc Company of America Vlctaullc Company of Canada Victaulic Europe Vlctaullc America Latina Victaulic Asia Pacific Phone 1-800-PICK-VIC (1-800-142-5842) Phone: 905-884-7444 Phone: 32-9-301-1500 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 Fan 65-6235-0535 e-mail:pickvic@victaulic.com e-mail: viccanada@victaulic.com e-mail: viceuro@victaulic.be e-mail: vical@victauliccom e-mail: vicap@victauliccom 544 Rev.D 0103 ox Regimend Tradenlwk 0EVWutC ocop)ltght 2003 victedic Primed in U.S.A. I I APPROVALSILISTINGS Nominal Approved Temperature Ratings °FIC * Orifice Size K-Factor Inches Imperial Deflector Model millimeters SLA Response Type UL FM ULC NYCIMEAt CSFM § V2703 ½ 5.6 Standard Upright 135-360 135-360 135-360 135-360 135-360 13 8.1 57-182 57-182 57-182 57-182 57-182 V2707 ½ 5.6 Standard Pendent 135-360 135-360 135-360 135-360 135-360 13 8.1 57-182 57-182 57-182 57-182 57-182 V2707 ½ 5.6 Standard Recessed Pendent 135-360 135-200 135-360 135-360 135-360 13 8.1 UptoWAdjustment 57-182 57-93 57-182 57-182 57-182 - V2704 ½ 5.6 rQuick ::Upright 135-286 135-286 135-286 135-286 135-286 13 8.1 57-141 57-141 57-141 57-141 57-141 V2708 ½ 5.6 Quick Pendent 135-286 135-286 135-286 135-286 135-286 13 8.1 57-141 57-141 57-141 57-141 57-141 ½ 5.6 Recessed Pendent 135-200 135-200 135-200 135-200 135-200 V2708 13 8.1 Quick Up to W Adjustment 57 -93 57 -93 57-93 57-93 57 -93 V2708 ½ 5.6 Quick Recessed Pendent 135-200 No 135-200 135-200 135-200 13 8.1 Up to ~ Adjustment 57-93 57-93 1 57 -93 Listings and approval as of printing. 0 All arc approved open, except for areas designated No. For K-Factor when pressure is measured in Bar, multiply S.I. units by 10. t MEA #62-99-E. § CSFM #7690-0531:112 RATINGS All glass bulbs are rated for temperatures from -67°F (-55°C) up to those shown in adjacent table. Temperature —°FPC Nominal Maximum Sprinkler Victaulic Glass Temperature Part Temperature Ambient Temp. Bulb Classification identification Rating Allowed Color Ordinary A 135 100 38 Orange Ordinary C 155. 1 100 38 Red Intermediate E 175 - 150 65 Yellow Intermediate F 200 93 150 65 Green High . .J 286 141 225— 107 Blue Extra High K 360 182 300 149 Purple - M Open . : No Bulb Standard response only. All are approved open, except for areas designated No. - 150165 if wax coated. ORDERING INFORMATION Please specify the following when ordering: Cl Sprinkler Model Number -. 0 K-Factor 0 Sprinkler Finish O Style 0 Thread Size 0 Escutcheon Finish O Temperature Rating 0 Quantity 0 Wrench Model Number \WRN Ij 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 fact protection. Depressurize and drain the piping system before attempting to install, remove, or adjust any Victaulic piping products 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. - 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. 40.10-2 DIMENSIONS __ r 1'A( ..4 (37 mm) 2W WIN 6O mm) it• (41mm) 1mm) 60 m I — Mi m) (25 mm) Standard Pendent - V2707, V2708 Standard Upright -V2703, V2704 2W (60 mm) Max. Hole 2" (51 mm) Mm. Hole Ir _____________ lit. Ivx. (17 mm) (14 mm) MAXIMUM RECESS Typical Coding Tile p , I ive l'Vw" (30 mm) Finished uface (43 mm) 23'w (75 mm) MAXIMUM EXTENSION ½" Adjustment Recessed - V2707, V2708 (Drawing not to scale) 3W (60 mm) Max. Hole 2(51mm) I Mitt. Hole OEM I (24 mm) mm) Typical Coding Tile y9 (14 I4e- l'Vid" Finished Su,fece (24 mm) (43 mm) MAXIMUM RECESS L 204? (15 mm) MAXIMUM EXTENSION -Y4" Adjustment Recessed - V2707, V2708 (Drawing not to scale) AVAILABLE WRENCHES V27 Socket V38 or V36-3 Recessed V27 Open End V2707, V2708 Pendent V2707, V2708 Recessed Pendent V2703. V2704 Upright 40.10-3 DISTRIBUTION PATTERNS MODELS V2707, V2708 1(5.6 STANDARD PENDENT AND RECESSED PENDENT DISTRIBUTION PATTERNS - TRAJECTORY i•iuuuu•uiu ••••••••••u a••uu••irn 2' 4' 6' 8' 10' 12' 14' 0,6 m 1,2 m 1,8 m 2.4 m 3,0 m 3,7 m 4,3 m MODELS V2703, V2104 1(5.6 STANDARD UPRIGHT DISTRIBUTION PATTERNS - TRAJECTORY 10' 3.0 m 8' 2,4 m 6 1,8m 4, 1,2 m 2' 0.8m 0 7psi 48 kPa 15 psi 103 kPa 30 psi ------- 207 kPa L 10' 3.0 m 2, u••u•••••••••• :•uu•i••ui•N uii•uu•ivau•u•u u•ui•••i••iuu• NOTES: - Data shown Is approximate and can vary due to differences in installation. 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 and 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. All patterns are symmetrical to the centerline of the waterway. 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 installalion!assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. 40.10-4 7psi 48 kPa 15 psi 103 kPa 30 psi 207 kPa B, 0,6m 1.2m 1.8m 2,4m 3.0m 3,7m 4,3m 4.9m Fig. 200 - "Trimline" Adjustable Band Hanger It Size Range - 1/2" thru 8" pipe Material - Carbon Steel, Mu. Galvanized to G90 specifications Function - For fire sprinkler and other general piping purposes. Knurled swivel nut design permits hanger ( adjustment after installation 1 F . Features - . (1/2" thru 2") Flared edges ease installation for all pipe types and protect CPVC plastic pipe from abrasion. Captured design keeps adjusting nut j! from separating with hanger. Hanger is easily installed around pipe (2'/2" thru 8" Spring tension on nut holds it securely in hanger before installation. Adjusting ..... nut is easily removed - . Approvals - Underwriters' Laboratories listed (1/2" thru 8") in the USA (UL) and Canada (cUL) for steel . 1:2 THRU 2 INCH PIPE and CPVC plastic pipe and Factory Mutual Engineering Approved (3/4" thru .8"). Conforms to Federal Specifications WW-H-171E, Type 10 and Manufacturers Standardization Society SP-69, Type 10. Maximum Temperature - 650°F .... Finish - Mil. Galvanized For Stainless Steel materi- "it als, order TOLCOTv Fig. 200WON. 51 ...- Order By - Figure number and pipe size Mc-c2U fl APPROV,Ø1SUBMITTED --6A--RLSBXt) FIRE DEPARTMENT - - I i.. ).. -I Il, it j A .' 1 2 112 Ti-IRU 8 INCH PIPE Dimensions Weights I Pipe Rod Size Max. Rec. Approx. Size Inch Metric A B Loai Lbs. Length 1/2 3/8 8mm or 10mm 32!. 2°!. 400 . 11 3/4 3/8 8mm or 10mm 31/s 21I3 .00 11 1 3/8 8mm or 10mm 33/s 2°!. 400 12 1'!. 3/8 8mm or 10mm 33/4 2I. 400 13 1'12 3/8 8mm or 10mm 31!. 2'!. 400 14 2 3/8 8mm or 10mm 0 3 400 15 21!2 3/8 10mm 551. . 41/i 600 27 3 3/8 10mm 5'!. 4 600 29 31!2 3/8 10mm 7'!. 51/4 600 34 4 3/8 10mm 7'!. 5 1000 35 5 1/2 12mm 9'!. 6114 1250 66 6 . 1/2 12mm 10'!. 61/ 1250 73 8 1/2 12mm 137. 811/ 1250 136 - officelManufacturing Facility. 137.h Sarpvoii Ave • Comin. CA 92079 • Pit. 951 7315:49 . ri. 9)1 I37.030 Customer Service • 2(1) 706.5206 wtolcooim Fig. 70 - Steel Rod Coupling Fig. 70R - Steel Reducing Rod Coupling Fig. 70S - Short Pattern Steel Rod Coupling Fig. 71 - Steel Window Rod Coupling Size Range - 1/4" thru V/2" rod Material - Carbon Steel Function - Used for coupling two threaded rods together of equal or reduced rod sizes, with or without inspection hole. Finish - Electro-Galvanized Note - Available in HOG finish or Stainless Steel materials. Fig. 70 Dimensions • Weights Rod Max Rec. Approx. Size Length Load Lbs. Wt./1 00 1/4 7/8 240 • 2 5/16 1I4 300 13 3/8 l/4 610 II 1/2 j3/ 1130 11 5/8 2'/a 1810 16 314 2'/ 2710 27 7/8 21/ 3770 . 57 I 2I 4960 70. FIG. 70 1/a" - 1V" - Consult factory for specifications . FIG. 70R Fig. 70R Dimensions • Weights Rod Max Rec. Approx. Size Length Load Lbs. Wt./100 Z1.1 3/8x114 1 240 4 1/2 x 3/8 11/4 610 7 . 518x1/2 11/4 1130 14 3/4x5/8 11/2 1810 21 718x314 13/4 2710 40 FIb. 70S Fig. 70S/Fig. 71 Dimensions • Weights Rod Max Rec. Approx. Size Length Load Lbs. Wt./100 3/8 V/a . 610 4 1/2 1 '/4 1130 6 For rod sizes 5/8" to 1" - consult factory 1G. 71 OFFICE/MANUFACTURING FACILITY • 13/5SAMPSOMAVt -CORONA CA 9279 • PII.9I /37 5599 .j 9h1.137 0330 0. CUSTOMER SERVICE • 000 15/ 5266 - r.ww1rJco.jm Component of Slate of California OSHPO Approved Seismic Restraints System Fig. 98 - Rod Stiffener Size Range - Secures 3/8" thru 7/8" hanger rod Material - Carbon Steel Function - Secures channel to hanger rod for vertical seismic bracing. Approvals - Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Included in our Seismic Restraints Catalog aooroved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and olacement information relating to OSHPD orojects. olease refer to the TOLCO Seismic Restraint Systems Guidelines Finish - Electro Galvanized Note - Available in HDG finish or Stainless Steel materials. Order By - Figure number Fig. 99- All Thread Rod Cut to Length Size Range - Secures 3/8" thru 7/8' rod in 1" increments Material - Carbon Steel ftb~'- Maximum Temperature - 750°F Finish - Plain Note - Available in Electro-Galvanized and HOG finish or Stainless Steel materials. Order By - Figure number, rod diameter, rod length and finish Fig. 100 - All Thread Rod Full Lengths Size Range - Secures 3/8" thru 7/8" rod in 10' lengths Material - Carbon Steel Maximum Temperature - 750°F Finish — Plain Note - Available in Electro-Galvanized and HDG finish or Stainless Steel materials. Order By - Figure number, rod diameter and finish Dimensions 'Weights Max Rec. Load Lbs. Rod For Service Temps Approx. Size 650°F 750°F Wt.I100 1/4 240 215 12 3/8 610 540 29 112 1130 1010 53 5(8 1810 1610 84 3/4 2710 2420 123 718 3770 3360 169 1 4960 4420 222 1'!. 8060 7140 360 1'1 11630 10370 510 Dimensions -Weights Rod Max. Rec. Load Lbs. Size For Service Temps 650°F 750°F 3/8 610 540 1(2 1130 1010 5/8 1810 1610 3/4 2710 2420 7/8 3770 3360 M FACILITY • 13I.' SAMPSON AVE. • CORONA. CA 92279 • P11 951 731 b509 • rAx. 9i1 1310330 CUSTOMER SERVICE • 200 7905266 wwwlolcucam Fig. 65 and Fig. 66 Reversible C-Type Beam Clamps 3/4" and 11/411 Throat Openings Component of State of California OSHPD Approved _ Seismic Restraints System MC Una VLW V-7 Size Range - (Fig. 65 and Fig. 66) 3/8", 1/2" and 5/8" rod Material - Carbon Steel with hardened cup point set screw and jam nut Function - Recommended for hanging from steel beam where flange thickness does *not exceed 3/4" (Fig. 65) or 1'I." (Fig. 66). Features - All steel construction eliminates structural deficiencies associated with casting type beam clamps. May be used on top or bot- tom flange of the beam. (Beveled lip allows hanging from top flange where clearance is limited.) May be installed with set screw in up or down position. Offset design permits unlimited rod adjustment by allowing the rod to be threaded completely through the clamp. Open design permits inspection of thread engagement. Approvals - Underwriters' Laboratories Listed in the USA (UL) and Canada (cUL). Factory Mutual Engineering approved. Conforms to Federal Specification WW-H-171E, Type 23 and Manufacturers Standardization Society SP-69, Type 19. Exceeds requirements of the National Fire Protection Association (NFPA), Pamphlet 13, 3/8" rod will support 1/2" thru 4" pipe, 1/2" rod will support 1/2" thru 8" pipe. 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 relating to• OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Finish - Plain Note - Available in Electro-Galvanized and HDG finish. Order By - Figure number, rod size and finish Fig. 65 Patent #4,570,885 Fig. 65 Dimensions • Weights Rod Size Max. Rec. Approx. A B C D E F Load Lbs. Wt.I100 3/8 3/4 1 7/16 1 610 28 1/2 1 /2 3/4 1 9/16 11/4 1130 55 5/8 1 /2 314 1 9/16 11/4 1130 55 Max. loads for clamp with set screw in up or down position. Fig. 66 Dimensions • Weights Rod Size Max. Rec. Appr ox. A B C D E F Load Lbs. Wt./1100 3/8 1/ 1 '/4 1 7/16 1 610 28 1/2 1'I2 1'/d 1 9116 V/ 1130 55 5/8 1 '/2 1 '/4 1 9/16 1/. 1130 55 * Max.loads for clamp with set screw in up or down position. OFFICEIMANUFACTURING FACILITY • 1315 SAMPSON AVE • COROlt CA 9239 • P11 951 1315599 • FAX %11310j.30 CUSTOMER SERVICE • 200 ISi 572G wNwtolco.com Fig. 69 - Beam Clamp Retaining Strap Size Range - 3I8 thru 7/8" rod by 4" thru 16" length.* Function - To offer more secure fastening of various types of beam clamps to beam where danger of movement might be expected. NFPA 13 requires the use of retaining straps with all beam clamps installed in earthquake areas. Satisfies requirements of NFPA 13 (1999) 6-4.7.1. Important Note - Good installation practice of a retaining strap requires that the strap be held tightly and securely to all component parts of the assembly. Therefore a locking mecha- nism of some kind such as a hex nut or the beveled locking slot on the TOLCOIM Fig. 69R will provide a more secure reliable installation. Approvals - Underwriters' Laboratories listed in the USA (UL) and Canada (cUL). Approved for use with any listed beam clamp. 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. Finish - Pre-Galvanized Order By - Figure number, type, length UB• and rod size being used with beam clamp Note -Minimum return on Strap: 1". Dimensions • Weights Type Rod Size A Hole Size B 1 3/8 7/16 Specify 112 9/16 Specify 2 5/8 11/16 Specify - 3/4 13/16 Specify 3 3/8 -7/8 Specify Specify Longer lengths are available, consult factory. Component of State of California OSIIPO Approved Seismic Restraints System FACILITY • 137-h SAMPSON AVE,• CORO4A. CA 92219 • rn si s.s 5599 • rAx si 7370t30 CUSTOMER SERVICE • 200.126 5266 wwwlolco.com FAcn A3.oqon(~ P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 086 SWAY BRACE ADAPTER WIDE FLANGE / I-BEAM SIZE RANGE - 1/2" Rod. MATERIAL- Carbon Steel. LISTINGS - c®us EX 2625, EX 2551 Listed only for use with other AFC'ON bracing products. OSIlPD pending. PATENT - No. 6,334.285 FUNCTION - Sway brace adapter used to attach an AFON sway brace assembly to a wide flange or I-Beam steel structural member. To provide a point of connection when drilling is not allowed or impractical. Also can be used to attach to a steel web joist with a formed top cord. (See Drawing) INSTALLATION - Per NFPA-13. Per drawing, insert 1/2" x 1" attachment bolt into 086 bracket. Install 1/2" threaded studs thru both brackets and engage on steel flange. Assemble nuts on studs and tighten. Install nuts finger tight. then additionally tighten '/ turn or torque to 40t1. Lbs. Attach AFcO,V sway brace assembly on 1/2" bolt. On steel web joist with formed top cord install within 6" of the panel points. 1/2" threaded studs and fasteners furnished by customer. FEATURES UL load ratings at 300 thru 900 horizontal: Perpendicular to beam - 201511 Parallel to beam - 126511 Universal, any flange width having thickness of 1/4" thru I 1/4". 0 Studs capture head of bolt, providing hold back. * Alternative to center loading beam clamp. UL listed hanger attachment for 8" pipe. ORDERING - Part Ii and finish. 6/05 P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 079 4-WAY SWAY BRACE ATTACHMENT SIZE I "x I", I 1/4"x I", I 1/4"x 1 1/4" Use with I thru 8 inch AFCON sway brace assemblies: MATERIAL - Carbon Steel. FINISH - Plain, E.G. and H.D.G. LISTINGS- ,- cYus LX 2625 Listed only for use with other AFCON bracing products. - OSHPD pending. FUNCTION - 4-way sway brace assembly component for use on risers and other vertical piping configurations. INSTALLATION - Locate at 3" MAXIMUM distance from pipe being braced. Insert brace pipe into fitting against the pivot bolt. Tighten set bolt until head contacts bracket. FEATURES * UL Horizontal Load Rating: 2015#, All Sizes. * Visual inspection, proper installation when set bolt head contacts bracket. ORDERING - Part ii, size and finish. 10/03 P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 076 ATTACHMENT FITTING UNIVERSAL LOCKING SIZE - One size fits 1 thru 2 inch bracing pipe. 12 GA. strut channel and structural steel. - Use in combination with 'I thru 8 inch AFcON sway brace assemblies. MATERIAL - Carbon Steel or ductile iron. FINISH - Plain, E.G. and H.D.G. LISTINGS - c®ue EX 2625 Listed only for use with other AFON bracing products. OSIIPD pending. PATENT - Pending. FUNCTION - Attachment fitting of a sway brace assembly, consisting additionally of AFON 001, thru 040 sway brace fitting and brace element of 3/8" maximàm thickness forming a complete sway brace assembly. INSTALLATION - Per 'NFPA-13. Listed for use with NFPA fastener tables. For installation on 1-1-beam or steel web joist see AFCON 085 thru 088 sway brace adapters. ASSEMBLY -Insert brace component into fitting snug against back of jaw. Install set bolt finger tight, then additionally tighten '1/2 turn or torque to 125 inch pounds. FEATURES * U L Horizontal Load Rating: Steel = 2015# - 076S - 'Ductile Iron = 276511 - 076D * Fits multiple sizes of plain end brace pipe, strut or structural steel. * Swivel design allows attachment at any angle. * Visual inspection, proper installation when set bolt head contacts body. ORDERING - Part Ii, pipe size, material and finish. 9/05 P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 410 SWAY BRACE FITTING Purl # SIZE - I thru 8 inch pipe. MATERIAL- Carbon Steel. FINISH - Plain, Electro-Galvanized, H.D.G. and Stainless Steel. LISTINGS - c®us EX 2625, EX 2551 Listed only for use with other AFCON bracing products. OSI-IPD pending. FUNCTION - Pipe attachment component of a longitudinal or 4-way sway brace, consisting additionally ofAFcON 70 series attachment end; AFON 80 series adapter as required and brace pipe element forming a complete sway braèe assembly. INSTALLATION - Per NFPA-13. Assemble 410 over pipe to be braced, install 70 series attachment end on outside of clamp ears and tighten bolts to minimum required torque of 40 ft.Ibs. 078 is the pr4erred assein h/v component for use with the 410- sec drawing. FEATURES UL Horizontal Load Rating: 1-3 pipe size = 50011 4-8 pipe ize=20l5# * Made with 1/2" bolts to conform with sway brace fittings. ORDERING -'Part II, pipe size and finish. 8/05 P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 001/020 SWAY BRACE FITTING - MODEL E Part #077 SIZE - Pipe to be braced: I" thru 8" Steel SCI-I 7 thru 40 IPS. Pipe used for bracing: 1" and 1 1/4" SCI-1 40 IPS. MATERiAL- Carbon Steel. FINISH - Plain, Electro-Galvanized, l-I.D.G. and Stainless Steel. LISTINGS Sus EX 2625 Listed only for use with other AFC'ON bracing products. OSI-ll'D pendi,i. PATENT - No. 3,570,794 FUNCTION - Sway brace fitting of a lateral sway brace assembly, consisting additionally of AFc'ON 70 series attachment fitting and pipe brace element forming a complete sway brace assembly. INSTALLATION - Per NFPA-I3. Arrange adjacent lateral sway braces to form a 4-way. ASSEMBLY - Place Model E over pipe to be braced. Insert brace pipe through MODEL "E" under channel bracket, leaving I" minimum extension beyond. Tighten both hex nuts until gage spring lays flat or torque to 65 in.-lb. FEATURES * UL Horizontal Load Ratings: 20150 Sch. 10 thru 40, All Sizes 65511 Sch. 7 - 1" thru 4" 150011 Sch. 7-6" * Visual inspection, proper installation when gage spring lays flat. ORDERING - Part #, pipe size to be braced, brace pipe size and finish. 6/05 F1'1'1-71~1" Component of State of ved SHOWN WITH FIG. 980 BRACE FITTING TO PIPE BRACE (ACROSS BEAM) SHOWN WITH FIG. 980 BRACE FITTING TO PIPE BRACE (ALONG BEAM) Fig. 800 - Adjustable Sway Brace Attachment to Steel Size Range - 4" thru 18" beam width Material - Carbon Steel Function - Seismic brace attachment to steel. Features - This product's design incorporates a concentric attach- ment point which is critical to the performance of structural seismic connections. NFPA 13 indicates the importance of concentric loading of connections and fasteners. Permits secure connection to steel where drilling and/or welding of brace connection could present struc- tural issues. Comes completely assembled ready for installation. The Fig. 800 must be used with one of the TOLCOTM Fig. 900 series brace fittings (ordered separately). Installation Instructions - Tighten set bolts against flange until bolt head breaks off. Tighten hex head bolts into clamp body until lock washers are fully flat. Application Note - Allows bracing in either lateral or longitudinal direction. 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. Finish - Plain Note - Available in Electro-Galvanized and HDG finish. Order By - Figure number, type number and size number. Important Structural Note: TOLCO Steel Fig. 65/66 components were used during structural test- ing and are required to achieve the listed results. Malleable iron com- ponents must never be substituted because of their serious pptentia for fracture and failure. Dimensions • Weights *Max. Design LoadslLbs. Flange Thickness Along Across Size Max. (In.) Beam Beam 1 314 1265 2015 2 1V4 1265 2015 Dimensions • Weights *Max. Design LoadslLbs. Fits Beam Along Across Size Range (In.) Beam Beam 1 4-6 1265 2015 2 6-8 1265 2015 3 8-10 1265 2015 4 10-12 1265 2015 5 12-14 1265 2015 6 14-16 1265 2015 7 16-18 1265 2015 Office/Manufacturing Facilily- I3I Sartpt.on Ave • Co,ouin. CA 9219 -Ph 951 131 • 1;u 9i 73103X Customer Service - 510 151 wv.,wlnlcaa,m Sign - Type A The blank spaces on this sign may be utilized to provide message flexibility. Simply add combinations of sign Type B and Type C as desired. Sign -Type B [AUXILIARY DRAIN Sign - Type C FRONT BACK ftmmmm~ Sign -Type E flOrderini Information When placing an order, indicate the full product name. Please specify the quantity and type. Hardware for hanging is not supplied with the Sign. it must be ordered separately. Availability and Service: Central sprinklers, accessories, and, other products are available throughout the U.S. and Canada, and internationally through a network of Central Sprinkler distribution centers. You may write directly to Central Sprinkler Company, or call (215) 362-0700 for the distributor nearest you. Guarantee: Central Sprinkler Company will repair and/or replace any products found to be defectIve In material or workmanship within a period of one year from date of shipment. Please refer to the current Price List for further details of the warranty. Conversion Table: 1 inch = 25.400 mm 1 foot= 0.3048 M 1 pound = 0.4536 kg Conversions are approximate. ¼. CENTRAL 'Roulow 01995 Central Sprinkler Company Pided In U.S.A. Central Sprinkler Company 451 N. Cannon Avenue, Lansda1, PA 19446 Phone (215) 362-0700 FAX (215) 362-5385 Signs.1 Dimensions - Weights • A B C Wt. Stee (dose In (mm) hi (mm) In (mm) in (mm) lbs (kg) I/V 1.08 2.10 3.09 .69 (27) (53) (78.5) (.31) 94' 1.24 2.41 3.30 .94 ___ (31.5) (61) (83.8) (.43) 1" 1.49 2.75 3.80 1.76 (38) (70) (96.5) (.8) 1 '/" 1.75 2.90 4.40 2.50 (44.5) (74) (112) (1.1) 1W 1.97 3.25 4.65 3.26 (50) (82.8) (118) (1.5) 20 2.20 3.68 5.90 5.32 (58) (93.5) (150) (2.4) 161 Angle Valves Soft Seat Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Product Description The Central Model F16 Bronze Angle Valves are designed for general service as shut-off, throttling, or drain valves. The Central Model F16 Bronze Angle Valves provide positive shut-off under normal operating conditions. They are recommended for water service only. ) The Central Model F16 Bronze Angle Valves are of cast bronze construction strictly In accordance with ASTM B-62 specifications 85-5- 5-5 for superior corrosion resistance. The hand wheel Is manufactured from cast Iron materials to meet or exceed the requirements of Underwriters Laboratories, Inc., Factory Mutual, The American Water Works Association C-509 and ASTM A-126, Class B Standards. The Central Model F16 Bronze Angle Valves are rated with cold water at 200 psi (13.8 bar), non- shock for cold water service, and are tested twice, air under water for consistent quality. The Central Model F16 Bronze Angle Valves have a soft rubber seat for tight shut-off under all operating conditions. (Mfg. Source: Non- Domestic) Bronze Angle Valves N,.21.2.D Dimensions - Weights Size A B C Wt. Lb;. W 205" 260" 209" 66 3A" 236" 270" 224" 83 268" 350" 246" 150 1W 308" 385" 285 213 1W 3.46" 4.30" 3.22" 3.06 4.00" 5.10" 3.43" 1 4.88 Globe Valves Soft Seat Central Sprinkler Company - www.centralsprinkler.com 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 - USA Customer Service/Sales: Tel (215) 382-0700/Fax: (215) 362-5385 Technical Services: Tel: (800) 381-9312/ Fax (800) 7915500 -- Prnhllw!I E U U .jDvidprsion The Central Model F15 Soft Seat Bronze Globe Valves are designed for general service as shut-off, throttling, or drain valves. The Central Model F15 Soft Seat Bronze Globe Valves provide positive shut-off under normal operating conditions. They are recommended for water service only. The Central Model F15 Soft Seat Bronze Globe Valves are of cast bronze construction strictly In accordance with ASTM B-62 specifications 85-5-5-5 for superior corrosion resistance. The hand wheel is manufactured from cast iron materials to most or exceed the requirements of Underwriters Laboratories, Inc., Factory Mutual, The American Water Works Association C-509 and ASTM A- 126, Class B Standards. The Central Model F15 Soft Seat Bronze Globe Valves are rated with cold water at 200 pal, non- shock for cold water service, and are tested twice, air under water for consistent quality. The Central Model F15 Soft Seat Bronze Globe Valves have a soft rubber seat for tight shut-off under all operating conditions. (Mfg. Source: Non-Domestic) Bronze Globe Valves N.. 27.1 Dyna-Flow/Super Flo pipe is Ifl_rn.f%IjfflIcdt0 mcctASTM A-795 'lypeE, Glade A*Dd IS In complIate with NPPA-13 and NFPA-14. All sizes of Dyna FlowlSuper Flo are UL Listed, FM Approved and ULC Ust Dyna-Plow/Super Flo is UL/ULC Listed for use with roll grooved, plain-end coupthigs, and welded joints for wet, dry, pieacthm and deluge systoms. It Is FM Approved for roll grooved, dainnd, and welded joints for wet systems. Refer to appropriate doc1mnratMn for up-to-date listing and approval information. Dyna-PlowlSuper He Is now available lot-dlp"galvanlzed and has been speclhcafly appoved by FM fur dry systems uses. Lightweight aDd easy to install, resulting in more efficient use of your frdgbt and labor do1Iai Pn)vides stability needed to com$y with standard banger spacIng (15 ft O.C.) per NFPA. Available in Standard lengths for your convenience, or can be ordered in custom lengths upon approvaL Fast cutting and welding, as well W any roll grooving and end preun. Av*i1 e in Factory roll grooved form for quicker shop turnaround. ("lean, durable mill coating provides longer 4'sbelf 11*" and acts as an exLllent pdmer for custom pain.t applications. Dy*na-Flowe High Strength Steel Pipe The oifginal II'gb-st1e4.Øh lightwall spunkier pipe with hydraulics aupeño, to Schedule-iC. - Dyna-Plowpipe is the "otigne1" high-strength lightwall spnnkler pipe. Dyna-Flow has Ouvanang hydraulic capabilities and is recognized as Ibe most popular a1t1ivc 10 Schedule-10 P#110- I jghtw4ht, easy to art and easy to handle for Ina1aU*tigL Dyna-Flow is a valuable addition to any &e protection system. With anthtidisineterafupto 11% larger am Schedule-40 and up to 7% larger am Scbedule-10, Dyna.Row pipe hydraullea are exceptionat larger l.Ds enable Dyes-Flow, and related components, to be down-sized within the system, thus hxaeasthg the potential for job cost savings. For cotuplere Hazen-WIIlIani chsrM refer to Dyua-Flow Hydraulic Data Tables." Coatings Dyes-Plow pmducts eàsied with an enviroruner*afty ajcoved and specially fAYnathtd modificd-aylic or wder-basul CCdiqg. This durable coaling is palatable. The black costing acts as czxIltlwiivandisivslstantto weathering and U.V. degradation from ut&or storage. 1etalhuglcaI propeilies provide MmUcut abricationcbaraauistjcs for andprep inishes, welding and iii grooving. No pecial process or eqmpmm SIC needed or fabrication and hist*lkticm. dLed 1t aII1 r - ------- Pmd Madid UM W^ POV Wt1Jft won Wt11 NP$ LD HaQfllsd Uft 210 24' 25' 1.191. 0.830 1.32.. 91 1.586 1812 1888 ifr25 30.3 1.2 1.95 91. 719 822 856 a i'A' 1.536 1.059 1.87 61 2.356 1550 16.15 .32 99.0 1.6 2.72 61 61.5 703 723 a lW 1.728 1.567 2.71 61. 2135 2440 2542 *40 43.9 2.5 4.03 61. 968 1107 11.53 2.203 2.104 3.79 37 1634 1.868 1946 .50 56.0 3.1 5.64 37 741 847 563 - *2W 2.703 2.564 5.1.0 30 1615 1146 1.923 *65 66.7 3.8 7.89 30 723 837 872 x3" 3.314 3.387 7.1.8 - is 1.352. 1544 1608 .80 84.2 5.0 10.69 29 62.3 700 729 *4' 4.310 4.473 10.86 1.9 - 1784 2039 22.24 *90 109.5 6.7 2.6.16 19 809 925 983 15100 S. Lathmp 1.1350 Norcom Rd. 2526 N. 27th Ave. Car5aiWcp6- Harve,y, IL 60426 P)iil.dulphia, PA 19154 Phoenbi, AZ 85009 14008525543 aThkaj Ps waasidred by A2of1inad Caddl on FAMMOY 1, M. The liffo,,aI MWIadad '*1 bmdb dpa'i.ib offimotp &my elan thsa..a all it*,vie "via to WmOk u, bmdb F.WV mod w N ums. I e Dy.P1aiindSupw Pie an do sam I Im an Dai1kesd aid gidanitnad anthig. UX k NMWKMd wb 09/..,,00 TUE 10:05 FAA \Z4 3504 Submittal Date Shet Dyna-Flow High Strength Sted Pipe Dyna-fløwpipc s i1 iJ aienb Igtosall c pipe. Dyna.Bow has ouzsiazidiag bytbanlic CVEMCM sad is zecped as we ast pcpu to Sdiiihilr.IO p. biieAg. 0557 to ad hid 7 1ndk Dyos-Flaw LI $ VaJAa)AC addidai to &W firs puucfimqatoas. Additional Borafft Ug1.wmjhi aid asy to iastaL naft so un edt use of yoai frcjgd sod J &Ibza. Provides iilaWtj nrrM1 tuouwply iitb ilaidsol hw WHOM (15 ft O.C.) por NI3PA. Av1able in Staudad leagsb for yaw aveoleae% at to be odaed in___ 1aigd iqaui i,vs.1. Fs cuifteg and wcthas. as vidl easy sell Duovia dsod aqiuratian. Avaltablc In Factosy roll Doeved tam tot dddwr a, le mill cog Sup.ilr llp*'asdlc. WMahmidedhMelftefI 90 11 ha th S.'- 40d op to 7qb laiga than Sciaethi)e10 Dim-Pbiwjopobythoub iseL Ta LD.a asalde Dyna-Plow, and telamd op9ta. to be dQwp.$d within tho sy, dnabmuml the pidadial Iur)obvosL . For 1 I jlanon.W5llJp dais. zidàso '1Dyoa-RowBydrsoulc Data Tables. Coating. £ Fabrication bpa41ow prosts -_coed with as sovinanawtafly .,.....4 and 4pcdft fosmulated moed.aaylic as as.basedemaIIa. Tha I panoidile. The bk& coadmS satias on aftloot pimorand is ._J towadbmiuig ad U.V. degradation 1- ouldoormlormpL PJrl)nigl a.i11as podde anccliait brak. 4sakilWiesfcr aid piepflihbe, weldIng and wll pooviog. No apsed poi or equipmew momdedfor and immullefim 5p.cmcatlois. 2 Appuavaic DynA Supsr 40 pipe 1.I.6 Ied to mess ASThI A7071' , (laikA aid am In c with ?4!&.13 d IIFPA.I4. All idacs of flow an *L Lislod. PM Appinved ad tLC U Dyso-PIow/Siov This UL#ULC Llatcd iInse wb awl groised, piabeand_npkgc. aid wddedjcbda ftrwd, dty, psw.aos sad didage sycteass. Ii FMApiwsedkrswfl geuwed pWncoded, ad welded Jol for wet sit. Refer to 1u5..L dn-'''- tot up4oie li5th2 aid app,ovsl Infccn. Dyas-FlowISopot Pin is am aIdr '1hol ga1v.J ad has inà .r -U7 uw.Cd by PM lthy syslena nas. a14 moodmid IWR vim FeW WWR WLiIII W*425 NPS S.D. IbOFwe.d Uto --Me 24' we a 1.' 1..191. 0.830 1.31 61. 1.586 2822 2222 25 30.3 1.2 1.95 91 722 8= 856 at 14' i.535 1.059 1.87 61. 1356 1550 1615 *32 39.0 1.0 2.78 51 - 62.5 703 733 a 3+ 2.729 2..667 2.71 21 2135 2440 2542 440 439 2.5 4.03 61. 968 1107 1153 a 2' 2.203 2.104 3.79 37 1034 2258 1.946 450 56.0 3.1 5.64 37 741. 94.7 868 * 21AW 2.703 2.804 5.20 30 1615 1846 13 * 66 88.7 3.8 7.59 30 733 037 872 3 3.324 3.387 7.18 1.9 1351 1244 2.608 80 84.2 5.0 10.09 19 813 700 - 729 a 4 4.32.0 4.473 10.86 19 1784 2039 2124 '090 1.09.5 6.7 15.3.0 19 809 925 963 SçHars i_a.. ..J ............ Pruject Sprn*Ier Cordmctor Dale: Enneer: Soca5oi Releiwece: Syolan Type: 1O.03.IA No. 001 No. 003 No. 002 No. 006 90' Elbow 45' Elbow Straight Tee. Cao_____ SIZE Aprx. Aprx. Aprx. Thickness Aprx. Nominal C to E I Weight C to E Weight C to E Weight "T" Weight Inches Inches Each Inches Each Inches Each Inches Each Actual mm mm LbsJkg mm Lbsikg mm LbsJkg mm LbsJkg 1'/4 - - - - - -. 0.82 0.3 42.2 - - - - - - 21 0.1 1½ - - - - - - 0.82 0.4 48.3 - - - - - - 21 0.2 2 2.75 1.7 2.00 1.8 2.75 2.4 0.88 0.6 60.3 70 0.8 51 0.8 10 1.1 22 0.3 2½ 3.00 3.1 2.25 2.2 300 36 0.88 1.0 73.0 76 1.4 57 1.0 . 76 1.6 22 0.5 76.1 mm 3.00 76 3.30 1.5 2.25 57 2.4 1.1 - - - - - - - - 3 3.38 4.0 2.50 3.1 3.38 5.3 0.88 1.2 88.9 86 1.8 . 64 1.4 86 2.4 22 0.5 4 4.00 6.7 3.00 5.6 4.00 8.7 1.00 2.4 114.3 102 3.0 76 2.5 102 3.0 25 1.1 5 4.88 12.6 3.25 8.3 4.88 15.7 1.00 4.1 141.3 124 5.7 1 83 3.8 124 7.1 25 1.9 6 5.50 1 18.3 3.50 11.7 5.50 22.7 1.00 . 5.9 168.3 140 83 89 5.3 140 10.3 25 2.7 8 6.81 25.5 4.25 20.4 6.94 38.7 1.13 12.7 21Y.1 173 1 11.6 108 9.3 116 17.6 29 SO DIMENSIONS C to El : - No.001 C !tOEI to No. 002 CIDE No. 003 lo NO. 006 IPS CARBON STEEL PIPE FIRE PROTECTION PRODUCTS 1010 \JtaLJI1Cr An 0 9001 certified company FireLockm Fittings PRODUCT DESCRIPTION FireLock products com- prise a unique system spe- cifically designed for fire protection services. Fire- Lock full-flow elbows and tees are a CAD-developed, hydrodynamic design that has a shorter center-to-end dimension than standard fittings. A noticeable bulge allows the water to make a smoother turn to maintain similar flow characteristics as standard full flow fit- tings. FireLock fittings are designed for use exclu- sively with Style 005 Fire- Lock couplings. Use of other couplings or flange adapters may result In bolt pad Interference. Victaulic FireLock fittings pressure ratings conforn to the ratings of Victaulic Fire- Lock Style 005 couplings. r Victaulic' World Headquarters• P.O. Box 31. Easton, PA 18044-0031 • 4901 kessiersvilie Rd., Easton, PA 18040 • 1-800-PICK VIC • FAX: 610/250-8817 • www.victaulic.com 1539 Rev.0 3101 0 Registered Trademark or Victaulic 0 Copyright 1999 Victaulic Printed in U.S.A. FLOW DATA In Frictional. Resistance Equivalent Feetlmeters of Straight Pipe _______________ SIZE .Straight Tee Nominal Indies 90 Elbow 450 EIOW No. 002 Branch Run Actual mm No. 001 No. 003 2 3.5 1.8 8.5 3.5 60.3 1.1 0.5 2.6 1.1 2½ 4.3 2.2 10.8 4.3 13.0 1.3 0.7 3.3 . 1.3 76.1 mm 4.5 - 2.3 11.0 4.5 1.4 0.7 3.4 1.4 3 5.0 2.6 13.0 5.0 88.9 1.5 0.8 4.0 . 1.5 4 6.8 3.4 16.0 6.8 114.3 2.1 1.0, 4.9 2.1 5 8.5 4.2 21.0 8.5 141.3 2.6 1.3 6.4 2.5 6 10.0 5.0 25.0 10.0 168.3 3.0 LS 7.6 3.0 8 13.0 5.0 33.0 13.0 219.1 4.0 1.5 10.1 4.0 1 The flow data listed Is based upon the pressure drop of Schedule 40 pipe. MATERIAL SPECIFICATIONS Fitting: Ductile iron conform- ing to ASTM A-395, grade 65- 45-15. and ASTM A-536. grade 65-45-12. Fitting Coating: Orange enamel QOptiozial: Hot dipped galvanized r This product shall be manufactured by Victaufic Company. All products shall be Installed in accordance with current Vlctaulic inSlaUatim/as5enibly instructions. Viclaulic reserves the right to change product spec8caUona designs and standard equipment without notice and without Incurring obligations. 10.03-2 )t%1iVI1iI4I IIILVIIUI - AAK&Star- Products & Submiff als Fire ProOuc;s Division A Division of Anvil' International. Inc. Locate Part No: (900),381-2701 Figure: 7000 IPDF Submittal Shea fl Page 1 012; Go to Page: 11IL21 Figure 7000 Lightweight Flexible Coupling The Figure 7000 Lightweight Coupling is designed .for oppika4cai where system P.cxibility is desired. The Figure 7000 Ligheweght Coupling is opproximotely 30 tighter in weight than the Figure 7001 Coupling. Working pressure 'ratings shown are for reFerence only and are based on schedule 40 pipe. For the latest UL/ULC Listed and FM approved psessure ratings versus pipe schedule see www.orsvil!or.om or contact your local AnvilStor Representoriie. The Figure 7000 Lightweight Coupling with a DRi.5EAL' C Styie, Grade E Type "A gasket (coupling is easily identified by purple nuts) is intended for use in lire protection systems when installed in accordance with NFPA Standard 13 'Sprinkler Systems." 0 .. k,agtl;o vriitd. !jtlen ordering. rIr to cirodr:ct as FP7000 Housing: -' Ductile Iron conforming to ASThI A-536, Grade 6545-12. ANSI Bolts and Heavy Hex Nuts: Heat treated. oval neck track head boils conforming to ASTM A. 83 Grade 2 with a minimum tensile strength of I 10.000 psi and heavy hex nuls of carbon steel Coriformiitg to ASTM A-563. Bolts and nuts are provided zinc electroplated as standard. Metric Bolts and Heavy Hex Nuts: Heat treated, zinc electroplated cval'rieck track head Dolts made of Carbon steel with mechanical properties per ISO 898-I ClasS B.S. Hex nuts and bolts are zinc electroplated followed by a yellow chromate dip. Stainless Steel Bolts and Nuts Stainless steel bolts and nuts are also available. Contact a An'iiStar Rep- resentative for more information. Coatings: J Rust inhibiting lead-tree paint Co(or: ORANGE 4suttdald) '_J Hot Dipped Zinc Galvanized (optional) .J Other (8pec;fyi: ilE: RAL3000 or For ether Coating requirements contact a Aw,ilStar P.epsesenlatrie. Lubrication: (Specify) .i Standard Gnivto.k ,J GrtMok Xireme' Recommended for di1 pipe systems and 1reeer applications -I Other Sieciiyi: Gaskets: Materials (Specify when ordenrig) Flush gap gaskel available Properties as designated in accordance wdhASTM 0-2000 J 0RI-SEAt C" Style Grade "E°. Type •A Gasket (Violet '40F to 1501 (Service Temperature Range:i(.40C to 66 Recommended tot wet and dry(oiI tree air) pipe lire proti kler systems. For dry pipe systems and freezer app licatio Xtreme' Lubricant is required. J Grade -r EPOM (Green color code) NSF-61 Certified -40°F to 230°F (Service Temperature Range)(-40°C to 11 Recommended for water service. diluted acids, alkalies s oil-lrte air and many chemical services NOT FOR USE IN PETROLEUM APPLICATIONS, .1 Grade r Nilrile (Orange color code) 201 to 1801 Service Temperature Range)(-29'C to 82 Recommended for pelrollum applications air with oil vc vegetable and mineral Oils. NOT FOR USE IN HOT WATER OR HOT AIR Other____________ Gasket Type: (Specify) Li Standard C Style U Flush Gap(1!.4 - 8) http://www.anvilstar.com/products/index.php?group=1 &FIG=7000&NM=Lightweight Flex... 2/1/2006 * 'Anviistar intenpr . MVILBtarni ProductsU'Submittals Fire PrOduCtS OMs4On - - A Division of Mvii' InIstiational. Inc. . Locate Part No: (100)361.2701 Home Abo - ut AnvilStar' Product-De-scJSubmittal Tech. Data Literature Contac, Figure: 7400 IPDF Submittal Sheet] Page 2 of 2; Go to Page: W £21 Figure 7400* Rigidliteli Coupling . . . .... ..:.... .. F61 di, 'c lh liibi.on Go the 9MItd .1 required. Gnrlei Xiierio" tvbrcoiu .i ,ecc,rumcrded keiiilail Size I Pin, D.C. Max. Ma. . Praiiia Max. wina I COUPUNG DM11 SIGNS I • z COUPLING IDUS Qtr. Mix. Max. I tirn. P0a, Lnx..tSJ o1* fe.,mnt I Ae..viulp AOJMM fl -IN Al- I, I.. I 1.660 IWJ 300 . 300 649 351 0- 2, 2 4i 4:.i I. t 2 !1112,- i2i 3 3.3 . 45 15 2 2'3T5 300 1329 3. S.* I1i 2 a.i2 3.3 43 2 Ili 2313 33 1.9.&5 - 9• 34 3 t 2 u2 3.3 45 76,1 76.1 207 91 0-32 102 149 44 - MI0%57 0 60 3 3500 300 2.833 9- 5. t 2 2 33 13 I 127 4500 139.1 300 20.7 4771 31)0 0.. 0-6.4 Si 7'. 171 235 111 51 2 - Mr276 30 ltD 15 150 S 5.561 30.3 7292 0. 6.i 9.. 2 2 3 80 100 165.; 1 M 20J 4.&23 0-6.4 200 .264 Sf ( At f2,1,:1 110 0 I 16025 H5 300 30) to.3.H 17.523 o-; 0- 1Q 12 2 2 2- 3j '3 8.3 80 100 100 tiato: 7400 110 6 EPDM GiI is rqiii.eii 101 u in Cpef S-StM § - For 001c.ni 3o;1 TrrIii.e iiiOm'ab'n se Ten.caI Data 5zcion. Mdiiiondl st.zxs .1ai!.the, sec Grwiok C.ltticg 31 COntact an Arni5L1r fliuscnzri. http://wwwanvilstarcom/products/indexphp?Group=&FIG=7400&NM=Rigidlite® Coupli ... 2/1/2006 fl Ordering Procedure Oidsdng 1 1 11"ic. When placing an order, indicate the full product name. Please specify the quantity, figure number and size. AvullablUtp and Seivlce Grooved Piping Products, valves, accessories and other products are available throughout the U.S., Canada, and internationally, though a network of distribution centers. You may write directly or call 215-362.0700 for the distributor nearest you. Care and 11 Maintenance The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in accordance with the applicable standards of the National Fire Protection Association (e.g., NFPA 25), in addition to the standards of any authority having jurisdiction. The installing contractor or product manufacturer should be contacted relative to any questions. Any impairment must be immediately corrected. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service. Grooved Fittings Tyco Fire Products - www.tyco.grooved.com EENTRAL 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 - USA Customer Service/Sales: Tel: (215) 362-0700/ Fax: (215) 362-5385 Grooved Piping Products Technical Services; Tel: (800) 381-9312! Fax: (800) 791-5500 QGeneral Description QJ)See Fire Protection Submittal Sheet for pressure rating and Listing and Approval information Grooved fittings provide an economical and efficient method of changing direction, adding an outlet, reducing, or capping grooved piping systems. Grooved fittings are available in durable ductile Iron or fabricated steal as indicated. Technical Data Approvals UL, FM. and ULC NOW. See Fire Protection Submittal Sheet for exact Listing/Approval information. Maximum WOIMDg Pressure: 500 and 300 Series: 300 psi 200 Series: see chart on page 3 See specific data sheet for rating of coupling being used. Manufacture Source: Domestic or as noted. Material: Cast: Figures: 201.210, 219,260, 501,510,51 ODE, and 519 Ductile iron, conforming to ASTM A-536 Grade 6545-12 Fabricated Steel; Figures: 301, 302, 303, 312, 313, 321, 327, 341 and 350 Carbon Steel, (Sizes 1W -6" are Schedule 40); (Sizes 8" - 12" are Schedule 30), confoming to ASTM A-53 Grade B Protective CoaUng Non-lead orange paint Hot dipped galvanized conforming to ASTM A-153 Limited Warranty Products manufactured by Tyco Fire Products are warranted solely to the original Buyer for ten (10) years against defects in material and workmanship when paid for and properly installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by TYCO Fire Products. No warranty is given for products or components manufactured by companies not affiliated by ownership with Tyco Fire Products or for products and components which have been subject to misuse, improper installation, corrosion, or which have not been installed, maintained, modified or repaired in accordance with applicable Standards of the National Fire Protection Association (NFPA), and/or the standards of any other Authorities Having Jurisdiction. Materials found by Tyco Fire Products to be defective shall be either repaired or replaced, at Tyco Fire Products' sole option. Tyco Fire Products neither assumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of products. Tyco Fire Products shall not be responsible for sprinkler system design errors or inaccurate or incomplete information supplied by Buyer or Buyer's representatives. IN NO EVENT SHALL TYCO FIRE PRODUCTS BE LIABLE, IN CONTRACT, TORT, STRICT LIABILITY OR UNDER ANY OTHER LEGAL THEORY, FOR INCIDENTAL, INDIRECT, SPECIAL OR CONSEQUENTIAL DAMAGES, INCLUDING BUT NOT LIMITED TO LABOR CHARGES, REGARDLESS OF WHETHER TYCO FIRE PRODUCTS WAS INFORMED ABOUT THE POSSIBILITY OF SUCH DAMAGES, AND IN NO EVENT SHALL TYCO FIRE PRODUCTS' LIABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. THE FOREGOING WARRANTY IS MADE IN LIEU OFANYAND ALL OTHER WARRANTIES EXPRESS OR IMPLIED, INCLUDING WARRANTIES OF MERCHANTARILITYAND FITNESS FORA PARTICULAR PURPOSE No. 18-1.0 - Figure Nominal Size Rated Pressure (psi) Inches 201 210 219 1'I3 500 500 500 78.1mm 300 - 300 4 500 400 500 5 500 500 500 165.1mm 300 - 300 6 400 400 400 8-12 450 450 450 260 11I44 500 500 500 76.1mm 300 - 300 5.6 400 400 400 165.1mm 300 - 300 8 -10 450 450 450 12 250 250 250 Friction Resistance 200 Series Fitting, (Expressed as Straight Pipe) Elbows rue Size 90° 45° Branch Run Feet Feet Feet Feet Inches mm Metess Meters Meters Meters w 1.9 42.2 0.6 0.3 1.5 0.6 1½ 2.3 1.2 5.8 2.3 48.3 1 0.7 0.4 1.8 0.7 2 3.2 1.6 8.0 3.2 60.3 1.0 0.5 2.5 1.0 2½ 3.9 2.0 9.6 3.9 73.0 12 0.6 3.0 12 4.1 2.1 10.3 4.1 761 '"" 12 0.6 3.1 12 3 4.9 2.4 12.2 4.9 88.9 1.5 0.7 3.7 1.5 4 6.5 3.3 153 6.5 114.3 2.0 1.0 5.0 2.0 -r- r - 20.5 8.2 141.3 2.5 1.3 6.3 2.5 165 1 9.5 4.8 23.8 as 2.9 1.4 72 2.9 8 9.9 5.0 24.8 9.9 168.3 3.0 1.5 7.6 3.0 a 13.1- -r -r 219.1 4.0 2.0 .10.0 40 10 16.5 8.3 41.3 16.5 273.0 5.0 2.5 12.6 5.0 T Tr 1T 49.7 19.9 323.4 6.1 3.0 15.1 8.1 ADACAP® Patented Sizes: 11h°, 2° and 211? Maximum Walking Pressure: 300 psi: Approvals: UL, FM, and ULC Nets: See Fire Protection Submittal Sheet for exact Listing/Approval information. Manufacture Source: Domestic Fiqures 201, 210, 219 and 260 200 SerIes: Sires: 11/4"- 12" Maximum Walking Pressure: See chart and specific data sheet for rating of coupling being used. Approvals. UL, FM, and ULC Note: See Fire Protection Submittal Sheet for exact Listing/Approval information. Manufacture Source: Domestic or as noted. I.-CIOE -n Jr EaCH H Figure 219 I.- CSE Figure 210 Figure 280 Figure 201 Figure 210 Figure 219 Figure 2801 450 Elbow 900 Elbow Tee End Cap Nominal C to Appx. M. CIa E Appx. WI. C to Appx. WI. E to E Appx. WI. Size Inches Lbs. InCfls Lbs. Inches Lbs. Inches Lbs. Inches mm Kg. uh. Kg. mm Kg. mm Kg. TF 0.9 : 2.75': 1.0 2.75' 1.4 0.88' 0.4 11/4 44.5 0.4 .\.69.. 0.5 89.9 0.6 22.4 0.2 1.1 2.75' 1.2 2.75' 1.8 0.811d 0.6 44.5 0.5 L.88.9 0.5 69.9 0.8 22.4 0.3 -r 1.8 ais' 2.0 3.25' 2.7 0.8111d 0.9 2 50.8 0.8 82.8 0.9 82.6 12 22.4 0.4 2.25d 2.2 .3.75'. 3.0 3.75' 5.8 -öiF 0.9 ¶ 215 57.2 1.0 i"9: 1.4 95.3 2.6 22.4 0.4 2.25 2.2 3.7& 3.0 3.75' 5.8 5uT 1.1 16.1mm 572 1.0 95..3 1.4 95.3 2.6 239 0.5 2.50° 3.5 4- J 4.5 4.25' 7.0 0.88' i:i 83.5 1.6 io8.b 2.0 108.0 3.2 22.4 0.5 3.00' 5.2 ?51001"8.5 5.00' 11.8 1.00' 2.6 78.2 2.4 27.D 3.9 127.0 5.4 25.4 .. 12 325' 8.5 i &501J 13.5 5.50° 17.0 1.000 5.0 82.6 3.9 i397 6.1 139.7 7.7 25.4 2.3 tr 12.0 16.5 6.50' 26.0 1.00° 7.5 165.1mm 889 5.4 :ii 8.4 165.1 11.8 25.4 3.4 TW 12.0 6.b0t 18.5 6.50' 28.0 iöor 7.5 6 88.9 5.4 8.4 165.1 11.8 25.4 3.4 T 23.0 36.5 7.75' 45.0 1.19d 12.8 8 108.0 10.4 lã.a 16.6. 196.9 20.4 302 as 4.5 31.0 60.0 9.00°" 72.1 20.0 10 120.7 14.1 1 6 272 228.6 32.7 31.8 9.1 40.0 67.0 lO.00' 92.5 36.0 12 138.4 18.1 r2S4.0.: 30.4 254.0 42.0 31.8 18.3 d . These fittings are avaifobte In domestic dudhie iron. - These sins can also be ordered in the Figure 110 which is cast ductile Iron purchased from a foreign supplier. t - These sizes can also be ordered In the Figure 111 which is cast ductile iron purchased from a foreign supplier. Time sizes can also be ordered In the Figure 120 whIch Is cast ductile Iron purchased form a foreign supplier. - Sizes 1W thru ir Figure 250 End Caps am available with Wand V tap pkg. ? '__ Dimensions - - Net 0.0. Takeout I Center to End I Size Outlet --0 T WI. Inches NPr Inches Inches Inches Inches Lbs. Inches mm mm mm mm _• - - 1 ir 1.75 1.89 0.77 ½ 31.8 44.5 48.0 0.3 1.900 - 1.25 TTh 1.89 TT 1½ 48.3 31.8 44.5 49.0 0.3 - 1.37 2.00 2.02 0.88 1 348 508 51.3 0.4 - -1,25 1.75 1.89 0.92 31.8 44.5 480 0.4 2.375 - 1.25 1.75 1.89 0.92 2 '/ 603 318 445 480 04 1.31 2.00 2.02 1.06 34.8 50.8 51.3 0.5 - - 1.47 1.97 189 1.28 ½ 37.3 50.0 48.0 06 2.875 - 1.47 1.97 1.89 1.28 2½ 73.0 37.3 50.0 _Q_ ....QL. -1.37 2.00 2.02 1.50 348 50.9 51.3 OJ SSIM outlets am available upon request. -5- Friction Resistance 500 Series Fittings (Expressed as Equivalent Straight Pipe) Elbows Tee size 900 450 Branch Run Inches Feet Feet Feet Feet mm Mete's Meters Meters Meters 1.9 42.2 0.6 0.3 1.5 0.6 1!4 2.3 1.2 5.8 23 48.3 0.7 0.4 1.8 0.7 2 3.2 1.6 8.0 3.2 60.3 1.0 0.5 2.5 1.0 2'h 3.9 2.0 9.8 3.0 - 3.9 73.0 1.2 0.6 12 3 4.9 2.4 12.2 4.9 88.9 1.5 0.7 3.7 1.5 -- 6.-r 3.-r -ir 6.-r 114.3 2.0 1.0 5.0 2.0 6 9.9 5.0 24.8 9.9 168.3 3.0 1.5 7.6 3.0 8 13.1 6.6 32.8 13.1 219.1 4.0 2.0 10.0 4.0 Figure SlOPE 900 Drain Elbow Nominal C to A B Appx. WI. site Inches Inches Inches Lbs. Inches mm mm mm Kg. 3.75 2.00 75 2.7 2 Ia 95.3 50.8 69.9 1.2 4.25 2.34 2.75 3.7 108.0 59.4 69.9 1.7 5.00 2.85 2.75 7.0 127.0 72.4 69.9 32 5.50 3.38 2.75 13.0 139.7 85.9 69.9 5.9 6.50 3.92 2.75 13.4 6 165.1 99.6 69.9 6.1 7.75 4.95 2.75 26.3 8 199 125.7 69.9 11.9 Figures 501, 6109 519 and 51ODE 500SerIes: SiZes: 11/4"- 8" Mulinuja Wetting Pressure: 300 psi: See specific data sheet for rating of coupling being used. ft} AitpteYaIs: UL, FM, and ULC Rots: See Fire Protection Submittal Sheet for exact Listing/Approval information. Manufacture Source: Domestic CSE li( L CzE Figure 501 Figure 510 Figure 519 Figure 501 Figure 510 Figure 519 V 45° Elbow 900 Elbow Tee______ Nominal C to E Appx. WI. C to E Appx. WI. C to E Appx. WI. Size Inches Lbs. Inches Lbs. Inches Lbs. Inches mm Kg, mm Kg. mm Kg. 0.8 V 2.75 1.0 2.75 1.4 44.5 0.4 69.9 0.5 69.9 0.6 1.7 1.0 r 1.4 2.75 1.8 11h 44.5 0.5 69.9 0.6 -69.9 0.8 2.00 1.3 3.25 1.8 3.25 2.6 2 50.8 0.6 82.6 0.8 82.6 12 1.9 -r 2.7 3.75 3.9 212 572 0.9 95.3 12 95.3 1.8 2.50 2.6 4.25 3.7 4.25 5.4 63.5 1 12 108 1.7 108.0 2.4 3.00 5.0 5.00 7.0 5.00 10.1 ___ 762 2.3 127 3.2 127.0 4.6 1 8.6 TW 13.4 6.5 18.8 6 88.9 3.9 165.1 6.1 165.1 8.5 4.25 17.2 7.75 26.3 7.75 36.3 8 108.0 7.8 1 1969 1 11.9 1 196.9 1 16.5 300 SerIes: Slsss: 1'4" - 12° Maitum Weltlnj Pressure: 300 psi: See specific data sheet for rating of coupling being used. *pprevob UL, FM. and ULC Pit Rote: See Fire Protection Submittal Sheet V for exact Listing/Approval information. Maufucture Source: Domestic Figure 5IODE Figure 350 Figure 350 1'If-6° r-17 Figure 350 M a Figure 350 Concentric Reducer - Groove a Groove Nominal E to Appx. WI. Nominal EtoE Appx. WI. Nominal EWE Appx. WI. Nominal E to £ Appx. WI. Size Inches Lbs. Size Inches Lbs. Size Inches Lbs. Size Inches Lbs. Inches mm Kg. Inches 4*2° mm Kg. Inches mm Kg. Inches 8*6° mm Kg. 2'hx 1'/o 2.50 V 1.0 2.3 6* 2'/r 4.00 6.0 5.00 10.8 63.5 0.5 ______ 4* 2'Ia' 762 1.0 ______ 101.6 _____ 2.7 10*4 127.0 4.9 2'l,xl'Ia 2.50 1.3 3.00 2.3 6*3° 4.00 6.0 8.00 21.9 83.5 0.6 _ 4*3° 76.2 1.0 101.6 2.7 - V 10*5 152.4 10.0 2'I2 a 2° 2.50 1.2 2.8 8*4° 4.00 5.9 6.00 21.6 _______ 63.5 0.5 5x1'Ia 782 12 101.6 2.7 10*6° 152.4 9.8 3x1'lm -:o 1.3 T 4.6 6*5° 4.00 5.8 21.1 63.5 0.6 * 2 88.9 101.6 2.6 10i i8 152.4 96 3x1'Ia T5 1.3 3.50 4.8 8*2 12.2 19.5 63.5 0.6 88.9 2.1 127.0 5.5 152.4 8.9 • °Tö 1.3 3.50 - 4.5 T 12.1 75 28.0 3*2° • o. 5X2'la 5*3 88.9 20 8x2'Iz 1270 5.5 12*4 12*8 177.8 12.7 3 x2'la° 2.50 1.5 3.50 4.4 8*3 TW 12.0 30.0 _______ 63.5 0.7 88.9 2.0 127.0 5.5 177.8 13.6 3.00 2.2 3.50 4.5 11.9 28.0 4x1'lo 76.2 1.0 540 6*20 88.9 20 8*4° 127.0 5.4 12*8° 12*100 177.8 12.7 4* 1'Ii T 2.3 4.00 8.0 8*5 11.3 33.0 _Lt& 1.0 101.6 1 2.7 127.0 5.1 1778 15.0 - These sizes can also be ordered In the Figure 150 Grooved Concentric Rod&er which is cast duetS ban purchased ham a foreign suppler. -2- Figure Civil 313 EIRE Figure 341 F-CtoE -1 jf Figure 321 Figure 301, 30k, 303, 3129 313, 327 and 327 f III Figure 301 Figure 302 Lj Figure 303 C'-.. Figure 312 CtoE _.L...4 Figures 301, Figure 312 Figure 313 ElIkure.37 Figure 341 302. and 303 2211P Elbow 11'!4' Elbow .. Cross,- 150 Lbs. Adapter Nipples - Flange Adapter Nominal EloE Appx Wt. CtoE Appx.Wt. CtoE Appx.Wt. Appx. Wt. EtoE Appx. Wt. Size Inches Lbs. Inches Lbs. Inches Lbs. Inthed Lbs. Inches Lbs. Inches mm Kg. mm Kg. mm Kg. rsn Kg. mm Kg. 11/4 4.00 0 .8 _0.4 - 1.75 0.4 1.38 0.4 2.75 2.0 4.00 2.8 101.6 44.5 02 35.1 02 69.9 0.9 101.6 1.3 11/2 4.00 0.9 1.75 0.5 1.36 0.5 2.75 2.2 4.00 3.2 101.6 0.4 44.5 02 35.1 0.2 69.9 2.0 101.6 1.5 2 4.00 1.2 1.88 0.8 1.38 0.6 3.25 2.7 4.00 5.2 101.6 0.5 47.8 0.3 35.1 0.3 82.6 1.2 101.6 2.4 21/2 4.00 1.9 2.00 0.7 1.50 1.1 3.75 5.0 . 4.00 8.0 - 101.6 0.9 50.8 0.3 38.1 0.5 95.3 2.3 101.6 3.6 4.00 2.5 2.25 1.4 1.50 1.2 425 7.1 4.00 10.2 101.6 1.1 572 0.6 38.1 0.5 108.0 3.2 101.6 4.6 6.00 5.5 2.63 2.4 1.75 22 5.00 11.9 6.00 17.2 152.4 2.5 88.8 1.1 44.5 1.0 127.0 5.4 152.4 7.8 6.00 7.4 2.88 4.1 2.00 3.3 5.50 17.1 6.00 21.4 152.4 3.4 732 1.9 50.8 1.5 139.7 7.8 152.4 9.7 6 6.00 9.5 3.13 5.6 2.00 4.6 6.50 27.5 6.00 26.0 152.4 4.3 79.5 2.5 50.8 2.1 165.1 12.5 152.4 11.8 8 6.00 14.2 3.88 11.1 2.00 8.7 7.75 47.0 6.00 38.4 152.4 6.4 98.6 5.0 50.8 3.9 196.9 21.3 152.4 17.4 10 8.00 27.0 4.38 14.0 2.13 9.1 9.00 88.0 8.00 65.0 203.2 122 11.3 8.4 54.1 4.1 228.6 30.8 203.2 29.5 12 8.00 33.0 4.88 22.0 2.25 16.7 10.00 107.0 8.00 91.0 203.2 15.0 124.0 10.0 57.2 7.6 254.0 48.5 203.2 41.3 Figure 321 Figure 321 Reducing Tee Nominal C to E Appx. Wt. Nominal C to E Appx. Wt Nominal ET Appx. Wt Sue Inches Lbs. Size Inches Lbs. Size Inches Lbs. Inches mm Kg. Inches 'mm Kg. Inches mm Kg. 1'I2X1'hX1V4 2.0 5x5x2 5.50 14.5 8x8x6 37.0 82.6 0.9 ________ 139.7 6.6 196.9 16.8 2 x 2 x 1'!? 3.25 2.7 1. 14.8 lOx 10 x2 57.1 82.6 12 139.7 6.7 228.6 25.9 2'hx21hxl1l. 4.2 5x5x3 T 15.2 loxlox3 i 57.4 95.3 1.9 139.7 6.9 228.6 26.0 2'hx2'laxl'lu T7 4.2 5x5x4 15.8 lOxlOx4 57.6 95.3 1.9 139.7 7.2 228.6 26.1 2'hx2Vax2' T7 43 6x6x2 T 26.5 loxl0x5 T 57.8 95.3 2.0 165.1 11.9 228.6 26.2 3 x 3 4.25 5.3 6X6X2'/2 6.50 26.5 lOx 10x6 9.00 58.0 108.0 2.4 165.1 12.0 228.6 26.3 3x3x2' zr- 6x6x3' TF 26.5 l0xlOx8 Tö 58.4 108.0 2.5 165.1 12.0 228.6 26.5 3X 3x212 Z 5.8 6x8x4' 'T 26.6 12x12x3 ir 80.2 108.0 2.8 185.1: 12.1 254.0 36.4 4x4x1'I4 9.8 6x6x5 12x 12x4 .80.5 127.0 4.4 165.1 254.0 36.5 4x4x1'I! T 9.9 8x8x2 rr 10.00 80.7 4.5 12x12 x 5127.0 196.9 254.0 36.6 4x4a2' To 10.1 88x3 T j 12x12x6 10.00 80.9 127.0 4.5 195.9 36.7 5.00 254.0 4x4x2V? 10.3 8x8x4 12x12 x 8127.0 7Th 10.00 91.4 4.7 196.9 254.0 41.5 5.00 10.5 J 1 18x8x5 r 12x12x10 10.00 91.8 127.0 4.8 196.9 254.0 41.6 - IO .w.w UI rIV.. Id W1U¼0 W I V4M41 hUll UIWU 1JUl11 U iuruio uupplrn. General Notes: It is the Designers responsibility to select products suitable for the intended service and to ensure that pressure ratings and performance data is not exceeded. Always read and understand the Installation Instructions (IH-1 000). Never remove any piping component nor correct or modify any piping deficiencies without first depressurizing and draining the system. Material and gasket selection should be verified to be compatible for the specific application. tqco/iow Control/ Tyco Fire Products -4- Printed U.S.A. 3-02 Raising the industry standard.... Kwik Bolt 3 2005 Product Technical Guide Supplement 1-800-879-8000 US www.us.hilti.com 1-800-363-4458 Canada www.ca.hilti.com Kwik Bolt 3 Expansion Anchor I I Anchoring Systems 1.1 Product Description The Kwik Bolt 3 (KB3) is a torque controlled expansion anchor, which provides consistent performance for a wide range of mechanical anchor applications. This anchor series is available in carbon steel with zinc electroplated coating, carbon steel with hot dipped galvanized coating, 304 stainless steel and 316 stainless steel versions.The threaded stud version of the anchor is available in a variety of diameters ranging from 1/4" to 1" depending on the steel and coating type. Applicable base materials include normal weight concrete, structural lightweight concrete, lightweight concrete over metal deck and concrete grout filled masonry. Guide Specifications Anchor Expansion anchors shall be Kwik Bolt 3 (KB3) supplied by Hilti, Inc. meeting the description in Federal Specification A-A 1923A, Type 4 and shall bear a length identification mark visible after installation. Anchor bodies shall be manufactured to meet one of the following conditions: 1. The carbon steel electroplated anchor coating shall conform to ASTM B633 with a minimum thickness of 5pm. 2. The carbon steel hot dipped galvanized anchor body, nut and washer coating shall conform to ASTM A 153, Class C. The expansion sleeve conforms to AISI 316. 3. Anchor body, nut and washer conform to AISI 304. The expansion sleeve conforms to AISI 316.4. Anchor body, nut, washer and expansion sleeve conform to AISI 316. Product Features Length identification code facilitates quality control and inspection after installation. Through fixture installation and variable thread lengths improve productivity and accommodate various base plate thicknesses. Raised impact section (Dog Point) prevents thread damage during installation. Anchor size is same as drill bit size for easy Installation. For temporary applications anchors may be driven into drilled holes after usage. Mechanical expansion allows immediate load application. Consistent performance in concrete, lightweight concrete, lightweight over metal deck and grout filled concrete block base materials. Anchors tested to combined tension and shear load requirements as defined by ACI 318-02 Appendix-D. Installation Drill hole in concrete, structural lightweight concrete, or grout filled concrete block using a Hilti carbide tipped drill bit and a Huh rotary hammer drill. Remove dust from the hole with oil free compressed air. Alternately for 1/2, 5/8, 3/4, and 1 inch diameter Kwik Bolt 3 anchors, the hole may be drilled using a matched tolerance Huh DD-B or DD-C wet diamond core bit for anchoring applications. The slurry must be flushed from the diamond cored hole prior to anchor installation. The minimum hole depth must exceed the anchor embedment prior to torquing by one hole diameter. Drive the anchor into the hole using a hammer. A minimum of six threads must be below the surface of the fixture. Tighten the nut to the recommended installation torque. I Kwlk Bolt 3 1.1 Product Description 1.2 Material Specification 1.3 Technical Data 1.4 Installation Instructions 1.5 Otdenng Information Impact Section (Dog Point) Nut _Q "".1 Washer Anchor Thread Anchor Body Expansion Sleeve (Wedges) Expansion Cone Listings and Approvals International Code Council (ICC-ES) Evaluation Service Report ESR-1385 Seismically recognized under ACOI dated April 2002 City of Los Angeles Report (COLA) - approval pending UL 203, Pipe Hanger Equipment for Fire Protection Services FM Approval Standard Pipe Hanger Component for Automatic Sprinkler Metropolitan Dade Notice of Product Approval - approval pending (P/ease refer to the reports to ver!tg that the anchor type and diameter spedfled is included) -1 Visit Hilti Online US www.us.hilti.com Qualified under an NQA-1 Nuclear Quality Program Canada www.ca.hilti.com US: 1-800-879-8000 I www.us.hilti.com I HILTI Product Technical Guide 20051 Canada: 1-800.363.4458! www.ca.hiIti.com I Kwik Bolt 3 Expansion Anchor Anchoring Systems I 1.2 Material Specification Carbon steel with electroplated zinc All Carbon Steel Kwik Bolt 3, Long Thread Kwik Bolt 3 and Rod Coupling Anchors, excluding the 3/4 x 12 and 1 inch diameter sizes, have the following minimum tensile bolt fracture loads: Anchor Diameter 114" 318" 112" 5/8' 314" Fracture Load min. 2900 lbs 7200 lbs 1 12400 lbs 1 19600 lbs 1 28700 lbs All 3/4 x 12, 1 inch diameter sizes and countersunk Kwik Bolt anchors have anchor bodies with the following minimum mechanical properties Carbon steel anchor components plated in accordance with ASTM B 633 to a minimum thickness of 5Mm. Nuts conform to the requirements of ASTM A 563, Grade A, Hex. Washers meet the requirements of ASTM F 844. Expansion sleeves (wedges) are manufactured from carbon steel with the following exceptions: All 1/4 in. diameter anchors, excluding the post-nut series, have stainless steel wedges. The KB3 3/4x12 has stainless steel wedges. 10- All I in. diameter anchors have stainless steel wedges. Carbon steel with hot-dip galvanized (HOG) coating Anchor bodies manufactured from carbon steel Anchor Diameter 112" 5/8" - 314" meeting a minimum fracture load after forming: Fracture Load mm. 12400 lbs 19600 lbs I 28 s 700 lb Carbon steel anchor components hot-dip galvanized according to ASTM A 153, class C (43 pm mm.). Nuts conform to the requirements of ASTM A 563, Grade A, Hex. Washers meet the requirements of ASTM F 844. Expansion sleeves (wedges) are manufactured from stainless steel. Stainless Steel Anchor bodies smaller than 3/4", excluding Anchor Diameter 114" 3/8" 1/2" 5/8" countersun Kwik Bolt Series, are produced Fracture Load mm. 2900 lbs 7200 lbs 12400 lbs 21900 lbs from AISI 304 or 316 stainless steel meeting a minimum fracture load after forming: Anchor bodies 3/4" and larger and all stainless steel countersunk Kwik Bolt series are produced from AISI 304 or 316 stainless steel having minimum mechanical properties: Nuts meet the dimensional requirements of ASTM F 594. Washers most the dimensional requirements of ANSI B18.22.1, Type A, plain. Expansion Sleeve for AISI 304 and 316 anchors are made from AISI 316, all nuts and washers for AISI 304 and 316 anchors are manufactured from AISI 304 and 316, respectively. Refer to Kwik Bolt 3 Specification table under Section 1.3, fora listing and specification of anchor specific and installation variables. See Kwik Bolt 3 anchor product line table under Section 1.5 for full list of anchor length (L) and thread length (f,11 ) configurations. Combined Shear and Tension Loading Nd 4 + 1.. 4 (Nrec ) <1.O V V rec ) Refer to Section 4.1.2.7 of 2005 Hilti Product Technical Guide US: 1-800-8798000 /www.us.hilti.com I HILTI Product Technical Guide 20051 Canada: 1-800-363.4458/ www.ca.hIlti.com Anchor Diameter 518" ? 314" Tensile Strength 105 ksi mm. 88 ksl min. Yield Strength 90 ksi mm. 75 ksl mm. Anchor Diameter <5/8" 3/4" __ Tensile Strength 90 ksl mm. 76 ksl mm. Yield Strength 76 ksl min. 64 ksi mm. I Xwik Bolt 3 Expansion Anchor . I Anchoring Systems 1.3 Technical Data Kwik Bolt 3 Specification Tables' Bolt Size in. 1/4 3/8 1 112 Details r1) (6.4) (9.5) (12.7) dbjt nominal bit diametet2 in. 114 3/8 1/2 hmin/ hnom / hdp in. 1118 2 3 15/8 21/2 31/2 21/4 3112 43/4 minimum/standard! deep embedment (!) (29) (51) (76) (41) (64) (89) (57) (89) (121) h1 in. 13/8 2114 3114 2 2718 37/8 2314 4 51/4 minimum! standard! deep hole depth Q!) (35) (57) (83) (51) (73) (98) (70) (102) (133) dh wedge clearance hole in plate in. 5/16 (8) 7116 (11) 9/16 (14) Tinst Normal Carbon Steel ft-lb 4 20 40 weight and Zinc ! HOG () (5.4) (27) (54) Recommended Lightweight Stainless ft-lb 6 20 40 installation concrete Steel y) (8.1) (27) (54) torque Grout filled Carbon ft-lb 4 15 25 Block I Steel Q) (5.4) (20) (34) h Mm. base material thickness in. 3 in. (76mm) or 1.3 het, whichever is greater Bolt Size in. 518 314 I Details (ma) (15.9) (19.1) . (25.4) dbit nominal bit diameter2 in. 5/8 314 1 hmin! hnom! hdp in. 23/4 4 51/2 31/4 4 314 6112 3 41/2 6 9 minimum / standard / deep embedment (mm) 1 (70) (83) (114) (229) • in. 33/8 4518 _(102). _(140) 6 1/8 4 _(121) 51/2 _(165) 6415 51/2 _(152) 7 _ 10 minimum/ standard / deep hole depth () (86) _(117) _(156) (102) _(140) _(173) (140) _(178) _(254) dh wedge d hole in plate in. 11116 1 1/8earance 13/16 (mri) (17) (21) (29) Tinst Normal Carbon Steel ft-lb 85 150 250 weight and Zinc /HDG (115) (203) (339) Stainless ft-lb 85 150 235 Recommended Lightweight installation concrete Steel () (115) (203) (319) torque Grout filled Carbon ft-lb 65 120 - Block I Steel Nrn() (88). (163) h Min. base material thickness in. 3in.(76mm)or 1.3h0, whichever isgreater 1 See Kwik Bolt 3 anchor product line table under section 1.5 for full list of anchor length ( t) and thread length ( t h ) configurations. 2 Loads for Kwik Bolt 3 are applicable for both carbide drill bits (see section 8.4.1 of 2005 Hilti Product Technical Guide) and matched tolerance Hilt! DD-B or DD-C diamond core bits in sizes ranging from 1/2 inch to linch. Deep embedment depth for stainless steel Kwik Bolt 3 anchor is 8 inch (203 mm). US: 1400.879-8000! www.us.hilli.com I HILTI Product Technical Guide 20051 Canada: 1.800.363-4458/ www.ca.hilti.com I Kwik Bolt 3 Expansion Anóhor Anchoring Systems lirbon Steel Kwik Bolt 3 Allowable had ih encret e1 r= 2000 psi f'= 3000 psi f'.= 4000 psi f' 6000 psi Tension Shear2 Tension Shea? Tension Shea? Tension Shear2 Anchor Embedment diameter depth lb lb lb lb lb lb lb lb In. (mm) In. (mm) (kN) (kN) (kN) (kN) (kN) (kN) (kN) (kN) Ilia 300 365 430 550 (29) (1.3) (1.6) (1.9) (2.4) 114 2 635 530 715 530 800 530 530 (6.4) (51) (2.8) (2.4) (3.2) (2.4) (3.6) (2.4) 845 (2.4) 3 755 795 840 (3.8) (76) (3.4) (3.5) (3.7) Isis 730 1135 910 1275 1095 1420 1090 (41) (3.2) (5) (4) (5.7) (4.9) (6.3) (4.8) 318 1460 2112 1260 1555 1850 2060 (9.5) (64) (5.6) 1460 (6.9) 1460 (8.2) 1460 (9.2) (6.5) 3112 1580 (6.5) 1770 (6.5) 1965 (6.5) 2150 (89) (7) (7.9) (8.7) (9.6) 2114 1235 2235 1430 2485 1620 2735 1975 (57) (5.5) (9.9) (6.4) (11.1) (7.2) (12.2) (8.8) 112 3020 3112 1930 2185 2440 3240 (12.7) (89) (8.6) 3020 (9.7) 3020 (10.9) 3020 (14.4) (13.4) 4314 2135 (13.4) 2355 (13.4) 2575 (13.4) 3620 (121) (9.5) (10.5) (11.5) (16.1) 2314 1920 3800 2065 3935 2210 4070 2830 (70) (8.5) (16.9) (9.2) (17.5) (9.8) (18.1) (12.6) 518 4885k 4 2660 3020 3385 4770 (15.9) (102) (11.8) 4885 (13.4) 4885 (15.1) 4885 (21.2) (21.7) (21.7) (21.7) (21.7) 5112 3285 3695 4100 5325 (140) (14.6) (16.4) (18.2) (23.7) 3114 2120 4090 2425 4900 2730 5710 3785 5710 (83) (9.4) (18.2) (10.8) (21.8) (12.1) (25.4) (16.8) (25.4) 314 4314 3240 4260 5285 6155 (19.1) (121) (14.4) 5340 (18.9) 5340 (23.5) 7325 (27.4) 7325 6112 4535 (23.8) 5860 (23.8) 7185 (32.6) 7005 (32.6) (165) (20.2) (26.1) (32) (31.2) 4112 3330 7070 4050 7600 4670 8140 5070 (114) (14.8) (31.4) (18) (33.8) (20.8) (36.2) (22.6) 1 9200 6 4930 6000 7070 8400 (25.4) (152) (21.9) 9200 (26.7) 9200 (31.4) 9200 (37.4) (40.9) 9 6670 (40.9) 7670 (40.9) 8670 (40.9) 10670 (229) (29.7) (34.1) (38.6) (47.5) 'Intennediate toad values for other concrete strengths and embedments can be calculated by linear interpolation. 2Unless otherwise noted, values shown are valid for the shear plane acting through either the anchor body or the anchor threads. 3values shown are for a shear plane through the anchor body. When the shear plane is acting through the anchor threads, reduce the shear value by 10%. Values shown are for a shear plane through the anchor body. When the shear plane is acting through the anchor threads, reduce the shear value by 20%. Values shown are for a shear plane through the anchor body. When the shear plane is acting through the anchor threads, reduce the shear value by 27%. US: 1-800-879-8000 I www.us.hilti.com I HILTI Product Technical Guide 20051 Canada: 1-800-363-4458/ www.ca.hilti.com Kwik Bolt 3 Expansion Anchor I Anchoring Systems Carbon Steel Kwik Bolt 3 Ultimate Loads in Concrete1 f 2000 psi f= 3000 psi r= 4000 psi f €= 6000 psi Tension Shea? Tension Shear2 Tension Shea? Tension Shear' Anchor Embedment diameter depth lb lb lb lb lb lb lb lb In. (mm) In. (mm) (kN) (kN) (kN) (kN) (kN) (kN) (kN) (kN) 1118 1120 1370 1615 2060 (29) (5) (6.1) (7.2) (9.2) 114 1995 1995 1995 1995 2 2375 2690 3000 (6.4) (51) (10.6) (8.9) (12) (8.9) (13.3) (8.9) 3165 (14.1) (8.9) 3 2830 2990 3150 (76) (12.6) (13.3) (14) 1 518 2740 4250 3420 4790 4100 5328 4095 (41) (12.2) (18.9) (15.2) (21.3) (18.2) (23.7) (18.2) 318 2 112 4720 5830 6935 7730 54753 (9.5) (64) (21) 54753 (25.9) 54753 (30.8) 54753 (34.4) (24.4) 3 112 5925 (24.4) 6645 (24.4) 7365 (24.4) 8055 (89) (26.4) ________ (29.6) (32.8) (35.8) 2114 4635 8380 5355 9320 6075 10260 7410 (57) (20.6) (37.3) (23.8) (41.5) (27) (45.6) (33) 112 3112 7240 8195 9145 12140 11330 (12.7) (89) (32.2) 11330 (36.5) 11330 (40.7) 11330 (54) (50.4) 4314 8000 8830 9655 13585 (50.4) (50.4) (50.4) (121) (35.6) ________ (39.3) (42.9) (60.4) 2314 7210 14250 7750 14760 8285 15265 10615 (70) (32.1) (63.4) (34.5) (65.7) (36.9) (67.9) (47.2) 518 4 9975 11335 12690 17890 183153 (15.9) (102) (44.4) 183153 (50.4) 183153 (56.4) 18315 (79.6) (81.5) 5112 12315 (81.5) 13850 (81.5) 15385 (81.5) 19970 (140) (54.8) ________ (61.6) (68.4) (88.8) 3114 7955 15335 9100 18375 10245 21410 14185 21410 (83) (35.4) (68.2) (40.5) (81.7) (45.6) (95.2) (63.1) (95.2) 314 4314 12150 15985 19820 23085 (19.1) (121) (54) 20030 (71.1) 20030 (88.2) 27475 (102.7) 27475 6112 17000 (89.1) 21970 (89.1) 26935 (122.2) 26260 (122.2) (165) (75.6) ________ (97.7) _______ (119.8) ________ (116.8) 4112 12500 26500 15200 28500 17500 30500 19000 (114) (55.6) (117.9) (67.6) (126.8) (77.8) (135.7) (84.5) 1 6 18500 22500 25500 31500 34500 (25.4) (152) (82.3) 34500 (100.1) 34500 (117.9) 34500 .1) (153.5) 9 25000 28750 32500 t4OOOO (153.5) (153.5) (153.5) (229) (111.2) ________ (127.9) ________ (144.6) .9) ________ 'Intermediate load values for other concrete strengths and embedments can be calculated by linear interpolation. 2 Unless otherwise noted, values shown are valid for the shear plane acting through either the anchor body or the anchor threads. 3 Values shown are for a shear plane through the anchor body. When the shear plane is acting through the anchor threads, reduce the shear value by 10%. 4 Values shown are for a shear plane through the anchor body. When the shear plane is acting through the anchor threads, reduce the shear value by 20%. r. Values shown are for a shear plane through the anchor body. When the shear plane is acting through the anchor threads, reduce the shear value by 27%. US: 1-800-879-8000 / www.us.hilti.com I HILTI Product Technical Guide 20051 Canada: 1-800-363-4458/ www.ca.hilti.com RED HEARY ANCHORINS SYSTEMS Submittal-information Multi-Set II INSTALLATION STEPS Tosdwrfluhwithswface. SPECIFIED FOR ANCHORAGE 1. Drill hole the same diameter as outside diameter INTO CONCRETE ' of anchor being used toany depth exceeding Drop-In, shell-type anchors feature minimum embedment. Clean hole. an internally threaded, all-steel shell with expansion cone insert and flush embedment Iii; Anchors are manufactured from plated carbon steel, o.o.pob 2 Drive anchor flush with surface of concrete 18-8 stainless steel and 316 stainless steel. I Anchors should be installed with carbide tipped hammer drill bits made in accordance to ANSI 6212.15-1994 specifications. Oil Anchors should be tested to ASTM E488 criteria and listed by ICC (formevr IC80) Anchors should also be listed by the following agencies as required 3 Expand anchor with setting tool provided by the local building code lii, FM, City of Los Angeles, California State Fire Anchor is properly expanded when shoulder Marshal and Cal Trans. -; of setting tool is flush with top ofanchor. APPROVALSILISTINGS Meets or exceeds U.S. Government G.S.A. SpedfkationA-A-55614 Type 1 Tosetwidxnrbdowsurfcce: (Formerly GSA: FF-S-325 Group VIII) Doll hole deeper than anchor length. Thread Underwriters Laboratories bolt Into anchor. Hammer anchor into hole Factory Mutual until bolt head Is at desired depth. Remove bolt and set anchor with setting tool. ICC Evaluation Service, Inc. - #Efl-1372 (formerly 1(80) City of Los Angeles - #RR2748 California State Fire Marshal Cal Trans rTjr.1 Ultimate Shear and Tension Values (Lbs/kN) In Concrete*. CHOR MIN.EMBEDMDIT Boll !In. ANCHOR __________________ 0NLbL RN) SHEAR Lbs. (kN) DiA. IA. DEPTh tn.(mm) (mm) ln.(mm) TYPE f'c= 2000 PSI (13.IMPa) Ec= 4000 PSI (27.AMPa) = 6000 PSI (41.4MPa) ft >2000 PSI (13.AMPa) 1/4 (6.4) 3/8 (9.5) 1 (25.4) . RM,RL 1,680 (73) 2.360 (10.5) 2.980 (13.3) E080 (4.8) 3/8 (9.5) 1/2 (12.7) 1-5/8 (41.3) 2,980 (13.3) 3.800 (16.9) 6.240 (27.8) 3.160 (14.1) or (L-Carbon 1/2 (12.7) 5/8 (15.9) 2 (50.8) or 3,300 (14.7) 5.840 (26.0) 8,300 (36.9) 4.580 (20.4) S.18-8 S.5. or 5/8 (15.9) 7/8 (22.2) 2.1/2 (63.5) SSRM-3165.S. 5.500 (24.5) 8,640 (38.4) 11.020 (49.0) 7.440 (33.1) 3/4 (19.1) L 1 (25.4) 3-3/16 (81.0) 8,280 (36.8) 9,480 (42.2) 12.260 (54.5) 10.480 (46.6) _L• AIIowstkvèieiebas.dupa4fo I • IrNRamSet/RedHeade .. 1-800-899-7890 .44 11/05 A 00 RED HEAD AICHURINS SYSTEMS Submittal Information i!d71f1fl LI Ultimate Shear and Tension Values (LbslkN) in .11 Lightweight Concrete* BOLT ' 04*. In. (mm) ANCHOR ' 01*. In. (MM) MINIMUM EMBEDMENT DEPTH ln.(mm) ANCHOR TYPE LIGHTWEIGHT CONCRETE ft = 3000 PSI 120.7 MPa) _________________ LOWER FLUTE OF STEEL DECK WITH LIGHTWEIGHT CONCRETE FILL ft = 3000 PSI (20.1 MPa) TENSION Lbs. (LN) _______________ SHEAR Lbs. (LW) TENSION Lbs. (LW) SHEAR Lbs. (iN) 3/8 (93) 1/2 (12.7) 1-518 (39.7) RM,RLor (L-Carbonor SRM-18-85.S.or. SSRM-31653. 3,860 (17.2) 4,420 (19.6) 3,340 (14.9) 4,420 (19.6) 1/2 (12.7) 1 5/8 (15.9) 2 (50.8) 4.080 (18.1) 5.640 (25.1) 3,200 (14.2) 4.940 (22.0) 5/8 (15.9) 1 7/8 (22.2) 2-1/2 (63.5) 6.280 (27.9) 10,440 (46.4) 5.960 (26.5) 5.840 (26.0) 3/4 (19.1) 11 (25.4) 3-3/16 (81.0) 11.000 (48.9) 15,780 (702) 8,180 (36.4) 9,320 (40.6) . AmIev*m,b.sedunsu4Io1 sftbcox.0hMeW4bruIowubk bad vaIJos N I Recommended Spacing and Edge Distance Requirements* BOLT 01*. In. (mm) ANCHOR ' DIA. In. (mm) EMBEDMENT DEPTH In. (mm) ANCHOR TYPE EDGE DISTANCE REQWREDTO OBTAIN MAR. WORKING LOAD In. (mm) MIN. EDGE DISTANCE AT WHICH LOAD FACTOR APPLIED =AOFORTINSION =10 FOR SHEAR In.(mm) SPACING REQUIRED TO OBTAIN MAX. WORKING LOAD In. (mm) MIN. ALLOWABLE SPACING BETWEEN ANCHORS LOAD FACTOR APPLIED .80 FOR TENSION =35 FOR SHEAR In. (mm) 1/4 (6.4) 3/8 (9.5) 1 (25.4) RM. RLor CL-Carbon or SRM-18-8 S.S. or SSRM-316 S.S. 1-3/4 (44.5) 7/8 (22.2) 3-1/2 (88.9) 1-3/4 (44.5) 3/8 (9.5) 1/2 (12.7) 1-5/8 (41.3) 2-7/8 (73.0) 1.7/16 (363) 511/16 (1443) 2-7/8 (73.0) 1/2 (117) 5/8 (15.9) 2 (50.8) 3-1/2 (88.9) 1-3/4 (443) 7 (177.8) 3-1/2 (88.9) 5/8 (15.9) 7/8 (22.2) 2-1/2 (63.5) 1 4-3/8 (111.1) 2-3/16 (55.6) 8-3/4 (222.3) 4-3/8 (111.1) 3/4 (19.1) 1 (25.4) 3.3/16 (81.0) 1 5-5/8 (142.9) 2-13/16 (11.4) 11-3/16 (284.2) 5-5/8 (142.9) Spagadedgedktaecen shal bedMdedtOJ5wIreo aoc8omaleplac.dis StruMd 19htwdP1 ODOM turn00poIso0a maymeum0ImmIreonte iamg ass 1091! 00300M Ultimate Shear and Tension Values (Lbs/kN) for RK-38 (3/4" Embedment) * SIZE Its. (mm) ANCHOR 01*. In. Iron) I EMBEDMENT In.(mm) 4000PSI 4274 MPa) CONCRETE HOLLOW CORE TENSION Lbs. (LW) SHEAR Lbs. (LW) TENSION Lbs. (LW) SHEAR Lbs. (iN) 3/8 (95) 1/2 (12.7) 1 3/4 (19.1) 1 1,987 (8.8) 2,903 (12.9) 11908 (83) 1 2,525 (11.2) . lip daim8rfl. 31asnnr.dq. AssIevâimae based Woo a4to1 mfitbuOófey4buIowaib load vabn. Anchoring Overhead in 3000 PSI 10 "Ek M 1 Lightweight Concrete On Metal Deck I=iO.a Upon Rule ANCHOR DRILL HOLE I EMBEDMENT I . 3000P51(20.1MP)CONCRETE . DIAMETER I In. (no) I ULTIMATE TENSION LOAD I ALLOWABLE WORKING LOAD I In.(mm) I Lbs.(Lt4) I Lbs.(LN) I RX.38Drop-In 1/2 (12.7) 3/4 (19.1) Upper Flute 1.410 (63) I 353 (1.6) I Lower Flute 1,206 (5.4) 301 (1.3) I - 4W 1 5lt!tTX. uraweey ISfiSOWiWO W500Wift Combined Shear and Tension Loading-for Multi-Set Anchors Allowable toads for authors S*Ctod to mdhwdskwaudtusioaforcosar. dstumto.d bythtflallowing equation: I (/PtP°+ (i/Vt) 1' S 1 Ps=Applied tension load Vs= Applied shear load Pt =Ajlswabkteesloa load Vt =Alowablothearlead iriRamset/Red Head' 1-800-899-7890 45 11/05 Ju1-25-2007 01:29 PM CityofCorlsbad Fire Prevention 6028561 2/3 05/15/2007 0:56 8582793583 SCHMIDT FIRE PROT PAGE @3/03 1. Hydrant Flow Request Form Company RequeMbg Ijydrant Flow étr' TëlcphoneNuntt*r( ).. Ix Number- Location of Hydrants (ddrcsi or Other) 03IStr1ct. -.. Static: I IPSI Piiot - •-••-T_•.:a PS]: bats:._cr_ TcMedby:.._-_•..-.--.. :'Thoini BNthciiMapi'age&Gdd.i_ Draw an accurate map and 5pacUy hydrunt là flow (F) and hydrant to gaug..(G. \_;.,),o rf.)P-c1 Ju1-25-2007 01:29 PM CityofCarlsbad Fire Prevention 6028561 3/3 5/15/2007 @n:6 8582793503 SCHMIDT FIRE PROT PAGE 02/03 o-c2PL Flow Test ktiord TstHvdrant Looatlon 2LLAW Hydrant 3D No. Size Main_4j StatiG ............. Residual.........Jj3.. l',ssure Drop.. I (VX)I 1).... K factor for FDI J. L () Plow Hydrant) Hydrant I location Hydrant 2 location -. Hydrant 4 location Hydrant 1 Pftot 2x5 _....JSI GPM: Size of Orifice... HydrAnt 2 Pitot PSI OPM Size of Ohflce -.______ Hydnint 3 Pitot ._PSI Size of Orificø_ Total: (Qi) Calcu)atød ist and flow data - J) xPD2ic = Q2 PDI*k StatiC.................... Desired Residual ....... 20 Pzs9tue Drop (PD 2).. _K factor PD J/V i,!"4 1. x II- k._divided by 1_0 equalsj4Q.....,,GPM at 20 psI rcalcluat Q1 P2k XPIk Q. Comments:_-..-. - Test conducted for: _-'/__Ji-• _(_e!4u.4t'ft1 Conducted by-, •...._'___.• Date:51_-1 Time: VVt