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2525 EL CAMINO REAL; 142; FPC2017-0135; Permit
PERMIT REPORT (ity of Carlsbad Print Date: 11/14/2024 Permit No: FPC2017-0135 Job Address: 2525 EL CAMINO REAL, # 142, CARLSBAD, CA 92008-1207 Status: Closed - Finaled Permit Type: FIRE-Construction Commercial Work Class: Fire Sprinklers Parcel #: 1563022700 Track #: Applied: 05/18/2017 Valuation $186,040.00 Lot #: Issued: 06/05/2017 Occupancy Group: Project #: Finaled Close Out: 04/05/2021 #of Dwelling Units: Plan #: Bedrooms: Construction Type: Final Inspection: Bathrooms: Orig. Plan Check #: INSPECTOR: Wong, Cindy Plan Check #: Stowe, Daniel Project Title: Description: SHIEKH SHOES -SPRINKLER TI 7-100 HEADS (39) Applicant: FPContractor: TITAN FIRE PROTECTION INC TITAN FIRE PROTECTION INC ALEXIS CASSIDY 1341 DISTRIBUTION WAY, U STE 14 1341 DISTRIBUTION WAY, U STE 14 VISTA, CA 92081-8843 VISTA, CA 92081-8843 (760) 295-3436 (760) 295-3436 FEE AMOUNT FIRE Expedited Plan Review Per Hour - Office Hours $198.00 FIRE NFPA 13 or 13R System 7 - 100 heads $536.00 FIRE Reinspection (per inspection) $187.00 Total Fees: $921.00 Total Payments To Date: . $921.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 442-339-2665 1 Inspections: 442-339-2660 1 www.carlsbadca.gov A TAML Mk 0 FIRE PROTECTION Fire Protection Contractor - License #989280 FIRE SUPPRESSION MATERIAL SUBMITTAL: PRODUCT DATA AND MANUFACTURER'S INSTRUCTIONS 17452 SHEIKH SHOES The Shoppes at Carlsbad Tenant Space #142 2525 El Camino Real Carlsbad, CA 92008 lIL COpy FPC20170135 252SELCAMINOREAL UNITI42 FireLock® V34, K11.2 jAi . ta UI ii c Models V3403, V34049 V34079 V3408 40.20 Standard Spray Pendent and Upright Standard and Quick Response Storage Protection (density/area) Sprinklers Standard Response V3407/V3408 V3403/V3404 Pendent Upright Approvals/Listings: c®uS @ LISTED See Victaulic Publication 1001 for more details. Product Description: The Models V3403, V3404, V3407 and V3408 Standard Spray Sprinklers are designed to protect any hazard defined within NPFA 13 where Standard Spray Sprinklers are allowed as fire protection. The Models V3403 and V3407 standard response sprinklers are also special sprinklers designed, tested and Listed for "Storage Protection" utilizing the density/area criteria per NFPA 13. These sprinklers are also approved by FM Global as storage and non-storage sprinklers and are to be designed and installed according to FM Global Loss Prevention Data Sheets when required. The discharge rates for Model V34 (ELO) sprinklers are twice that of standard ½' (15 mm) sprinklers and up to 60 percent higher than /32 ' (20 mm) orifice sprinklers. It is cast with a hex-shaped wrench boss to allow easy tightening from many angles, reducing assembly effort. This sprinkler is available in various temperature ratings (see chart on page 3) to meet many design requirements. Job/Owner System No. Location Contractor Submitted By Date Coverage For coverage area and sprinkler placement, refer to NFPA 13 standards, the FM Global Approval Guide and Loss Prevention Data Sheets where applicable. Technical Specifications: Models: V3403, V3404, V3407, V3408 Style: Pendent or Upright Nominal Orifice Size: /8716 mm K Factor: 11.2 Imp./16.1 SI.2 Nominal Thread Size: 3/4"NPT/20 mm Max. Working Pressure: 175 psi/1200 kPa Factory Hydrostatic Test: 100% @ 500 psi/3450 kPa Mm. Operating Pressure: 7 psi/48 kPa, NFPA applications; 10 psi/69 kPa FM Global applications. Temperature Rating: See chart on page 3 Exaggerated for clarity- Engineer Spec Section Paragraph Approved Date victaulic.com I Sprinklers I FireLock I K34, V11.2 I Publication 40.20 40.20 2549 Rev i updated 06/2014 © 2014 Victaulic company. All rights reserved. 1 ictaulic victaulic.com I Sprinklers I FireLock® I K34, V11.2 I Publication 40.20 Material Specifications: Upright Deflector: Brass per UNS C22000 Pendent Deflector: Bronze per UNS C51000 Bulb: Glass with glycerin solution Bulb Nominal Diameter: LI Standard: 5.0 mm LI Quick Response: 3.0 mm Load Screw: Brass per UNS C65100 Pip Cap: Brass per UNS C65100 Seal: Teflon4 tape Spring: Berylliumi nickel Frame: Die cast brass Lodgement Spring: Stainless steel per UNS S30200 Accessories: Installation Wrench: LI Open End: V34 LI Recessed: V34 Sprinkler Finishes: LI Plain Brass Lii Chrome Plated LI White Painted5 LI Black Painted5 LI Custom' Painted5 LI Proprietary Nickel Teflon coating6 LI VC-2506 2 For K-Factor when pressure is measured in Bar, multiply Si. units by 10.0. Not FM approved. Teflon is a registered trademark of Dupont Co. cULus Listed for corrosion resistance. 6 UL Listed and FM Approved for corrosion resistance. 40.20 2549 Rev I Updated 06/2014 0 2014 Victaulic Company. All rights reserved. victaulic.com 2 14'tauiic victaulic.com I Sprinklers! FireLockw I K34, V11.2 I Publication 40.20 Approvals/Listings: APPROVALS/LISTINGS Model V3407 V3403 V3408 V3404 Orifice Size (inches) 5/8 5/a Orifice Size (mm) 16 16 16 16 Nominal K Factor Imperial 11.2 11.2 11.2 11.2 Nominal K Factor S. 1.7 16.1 16.1 16.1 16.1 Response Standard Standard Quick Quick Deflector Type Pendent Upright Pendent upright Approved Temperature Ratings F°/C 1350F/57C 135F/57C 135F/57C 135F/57C 155°F/68°C 155°F/68C 155°F/68°C 155°F/68C cU Lus 175°F/79°C 1 75F/79C 1750F/79C 1750F/790C 200FI93C 200°F/93°C 200°F/930C 200°F/930C 286°FI141C 286°F/141°C 28&F1141°C 286F/141°C 135°F/57°C 135°F/57°C 1350F/570C 135°F/57°c 1550F/680C 155°F/68°C 155°F/680C 155017680c FM 175°F/79C 175F/79C 1750F/79C 175FI79C 200°F/93°C 200°F/93°C 200°F/93°C 200°F/93°C 286°F/1410C 286F/141C 2860F/141C 286°F/1410C 1350 F1570C 135F/57C 135°F/570C 135°I7570c 155°F/68°C 155°F/680C 1550F/680C 155°F/680C NYC/MEA #62'99-E 175°F1790C 175°F/79°C 175°F1790C 1750F/790C 200F/93C 200°F193°C 200F/93C 200°F/93C 286°F/1410C 286°F/1410C 286°F/1410C 286F/141°C 135F/57'C 135°F/57°C 135F/57oC 135°F/57°C 155°F/68°C 155°F/68C 155°F/680C 1550F/68°C CSFM #7690-053I112 175F/79C 1750F/790C 175F/79C 175°F/79C 200F/93C 200°F/93°C 200F/93C 200°F1930C 286°F/1410C 28&F/141C 28&F/141°C 28&F/141°C 135°F/57°C 135F/S7°C 135°F/57°C 135°F1570C 155°F/68°C 155F/68°C 155°F/68°C 155°F168°C VNIIPO 175F/79C 1750F/79°C 175°F/79C 175°F/79°C 200F/93C 200°F/93°C 200°F/93C 20OF/93°C 2860F/1410C 286°F/141°C 286'F/141 'C 286*F/141 C Note: Listings and approval as of printing. Not all temperature rating combinations are Approved or Listed, check Victaulic for specific combinations. For K-Factor when pressure is measured in Bar, mLltiply S.I. units by 10. Dimensions: E 1 vi 46mm 2W! 64 mm 1W/ 1W! 45 mr 2½ / 45 mm 64 mm 1W! 33 mm Standard Pendent - Standard upright - V3407, V3408 V3403, V3404 40.20 2549 Rev I updated 06/2014 0 2014 Victaulic company. All rights reserved. victaulic.com 3 j4tauiic victauIiccom I Sprinklers I FireLock® I K34, V11.2 I Publication 40.20 Distribution Patterns: Models /S.l.N. V3407, V3408 K11.2 Standard Pendent Distribution Patterns - Trajectory mom ONO umamamusai iiii NNN INN N ME mom 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 /S.l.N. V3403, V3404 K11.2 Standard Upright Distribution Patterns - Trajectory 4,E EEE - - - - - - - - - I \. 2' 4' 6' 8' 10 12' 0,6 m 1,2 m 1,8 m 2,4 m 3,0 m 3,7w 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 or the Authority Having Jurisdiction for specific information regarding obstructions, spacing limitations and area of coverage requirements. Failure to follow these guidelines could adversely affect the performance of the sprinkler and will void all Listings, Approvals and Warranties. All patterns are symmetrical to the centerline of the waterway. 40.20 2549 Rev I Updated 06/2014 © 2014 Victaulic Company. All rights reserved. victaulic.com 4 Ai _C_ _ta U -1i C r 10' 3,0 rn 8' 2,4 m 6 1,8 m 4, 1,2 rn 2' 0,6 m. 0 10' 3,0 rn 8' 2,4 rn 6' 1,8 m 4, 1,2 m 2' 0,6m 0 7 PSI 48 kPa 15 PSI 103 kPa 30 PSI 207 kPa 7 PSI 48 kPa 15 PSI 103 kPa 30 PSI 207 kPa victaulic.com I Sprinklers I FireLocke I K34, V11.2 I Publication 40.20 Ratings: Available Wrenches: All glass bulbs are rated for temperatures from -67°F (-57°C) up to those shown in adjacent table. Sprinkler Temperature Classification Victaulic Part Identification Temperature - F! C Glass Bulb Color Nominal Temperature Rating Maximum Ambient Temperature Allowed Ordinary A 135 F/57 C 100 F/38 C Orange Ordinary C 155 F/68 C 100 F/38 C Red Intermediate E 175 F/79 C 150 F/65 C Yellow Intermediate F 200 F/93 C 150 F/65 C Green High 8 J 286 F/141 C 225 F9/107 C Blue - ~_M_l Open - No Bulb Standard response only. 150/65 if wax coated. Sprinkler Type V34 Recessed I V34 Open End Pendent and upright / / WARNING I Always read and understand installation, care, and maintenance instructions, supplied with each box of sprin- klers, before proceeding with installation of any sprinklers. Always wear safety glasses and foot 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 pam- phlet 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 USA, Telephone: 001-610-559-3300. Installation Note Reference should always be made to the 1-40 Victaulic FireLock Automatic Sprinklers This product shall be manufactured by Victaulic or to Victaulic specifications. All products Installation and Maintenance Sheet for the product you are installing. This installation sheet to be installed in accordance with current Victaulic installation/assembly instructions. is included with each shipment of Victaulic products for complete installation and assembly Victaulic reserves the right to change product specifications, designs and standard data, and is available in PDF formal on our website at victaulic.com. equipment without notice and without incurring obligations. Warranty Trademarks Refer to the Warranty section of the current Price List or contact Victaulic for details. Victaulic is registered trademark of Victaulic Company. 40.20 2549 Rev I Updated 06/2014 © 2014 Victaulic Company. All rights reserved. victaUlic.com 5 j/CtauIc FireLock® V27, K5.6 Models V2703, V2707, V2704, V2708 Standard Spray Upright, Pendent and Recessed Pendent Standard and Quick Response %tauIcr 40.10 Technical Specifications: Models: V2703, V2704, V2707, V2708 V2703/V2704 V2707/V2708 V2707/V2708 Upright Pendent Recessed Pendent Approvals/Listings: CE 0756 See Victaulic Publication 10.01 for more details Product Description: These Model V27 standard spray sprinklers are designed to produce a hemispherical spray pattern for standard commercial applications. They are available with either standard or quick response bulbs. It is cast with a hex-shaped wrench boss to allow easy tightening from many angles, reducing assembly effort. This sprinkler is available in various temperature ratings (see chart on page 3) and finishes to meet many design requirements. The recessed pendent should be utilized with a Model V27 recessed escutcheon which provides up to I4"/19 mm of adjustments. Coverage For coverage area and sprinkler placement, refer to NFPA 13 or applicable standard. Style: Pendent, Upright or Recessed Pendent Nominal Orifice Size: 1/2713 mm K Factor: 5.6 Imp./8.1 S.l.' Nominal Thread Size: ½' NPT/15 mm Max. Working Pressure: 175 psi/1200 kPa (FM) 250 psi/1725 kPa (UL) Factory Hydrostatic Test: 100% @ 500 psi/3450 kPa Mm. Operating Pressure: 7 psi/48 kPa 0.35 bar/5 psi (VdS for upright only) Temperature Rating: See chart For K-Factor when pressure is measured in Bar, multiply S.I. units by 10.0. Vill Exaggerated for clarity Job/Owner System No. Location Contractor [Submitted By Date Engineer Spec Section Paragraph Approved Date victaulic.com I Sprinklers I FireLock® I K5.6, V27 I Publication 40.10 40.10 2544 Rev. j updated 07/2014 © 2014 Victaulic company. All rights reserved. 1 ictaulic victaulic.com I Sprinklers I FireLock® I K5.6, V27 I Publication 40.10 Material Specifications: Accessories Upright Deflector: Bronze per UNS C1I000 Pendent Deflector: Bronze per UNS C51000 Bulb: Glass with glycerin solution Bulb Nominal Diameter: fl Standard: 5.0 mm El Quick Response: 3.0 mm Load Screw: Bronze per UNS C65100 Pip Cap: Bronze per UNS C65100 Spring: Beryllium nickel Seal: Teflon2 tape Frame: Die cast brass 65-30 Lodgement Spring: Stainless steel per UNS 530200 Installation Wrench: El Open End: V27 El Recessed: V27-2 Sprinkler Finishes: El Plain Brass LII Chrome plated White painted3 El Black painted3 Custom painted3 El Proprietary Nickel Teflon2 coating3 El VC-250 155, 200, 286 SR Only: Wax3 For cabinets and other accessories refer to separate sheet. 2 Teflon is a registered trademark of Dupont co. UL Listed for corrosion resistance. UL Listed and FM Approved for corrosion resistance. 40.10 2544 Rev. J Updated 07/2014 © 2014 Victaulic Company. All rights reserved. victaulic.com 2 )tauIic victaulic.com I Sprinklers I FireLock® I K5.6, V27 I Publication 40.10 Approvals/Listings: Model P APPROVALS/LISTINGS V2703 V2707 V2707 V2704 V2708 V2708 Orifice Size (inches) /2" 1/2" 1/2" 1/2" 1/2" 1/2" Orifice Size (mm) 13 13 13 13 13 13 Nominal K Factor Imperial 5.6 5.6 5.6 5.6 5.6 5.6 Nominal K Factor S.1.5 8.1 8.1 8.1 8.1 8.1 8.1 Response Standard Standard Standard Quick Quick Quick Deflector Type upright Pendent Recessed Upright Pendent Recessed Pendent Pendent Approved Temperature Ratings F°/C° 135°F/570C 135°F/57°C 135°F/57°C 135°F/570C 135°F/57°C 155°F/68°C 155°F/680C 155°F/680C 155°F/68°C 155°F/68°C 135°F/57°C cULus 175°F/79°C 175°F/79°C 175°F/79°C 175°F/790C 175°F/79°C 155°F/68°C 200°F/93°C 200°F/93°C 200°F/93°C 200°F/930C 200°F/93 °C 175°F/79°C 286°F/1 41°C 286°F/1410C 286°F/1410C 286°F/141°C 2860F/1410C 200°F/93°C 360'F/1 820C 360°F/182°C 135°F/57°C 135°F/57°C 135°F/570C 135°F/57°C 155°F/68°C 155°F/68°C 135°F/57°C 155°F/68°C 155°F/68°C 135°F/57°C FM 1750F/79°C 175°F/790C 155°F/68°C 175°F/79°C 1750F/79°C 155°F/68°C 200°F/93°C 200°F/93°C 175°F/790C 200°F/93°C 200°F/930C 175°F/79°C 286°F/141°C 286°F/141°C 200°F/93°C 2860F/141°C 286°F/1410C 200°F/93°C 360°F/182°C 360°F/182°C 135°F/570C 135°F/57°C 1350F/570C 135°F/57°C 135°F/570C 155°F/680C 155°F/680C 1550F/68°C 155°F/68°C 155°F/68°C 135°F/57°C NYC/MEA 62-99-F 175°F/79°C 175°F/79°C 1750F/790C 175°F/79°C 1750F/790C 155°F/68°C 200°F/93°C 200°F/93°C 200°F/93°C 200°F/93°C 200°F/93 °C 175°F/79°C 286°F/141°C 286°F/141°C 286'F/1 410C 286°F/141°C 286°F/1410C 200°F/93°C 360°F/1820C 360°F/182°C 135°F/570C 1350F/570C 135°F/57°C 135°F/57°C 1350F/57°C 155°F/68°C 155°F/680C 155°F/68°C 155°F/68°C 155°F/680C 135°F/57°C CSFM 7690-0531:112 175°F/79°C 175°F/791C 175°F/79°C 175°F/79°C 175°F/79°C 155°F/68°C 200°F/930C 200°F/93°C 200°F/930C 200°F/93°C 200°F/930C 175°F/79°C 286°F/1410C 2860F/141°C 2860F/1410C 286°F/1410C 2860F/1410C 200°F/93°C 360°F/1820C 360'F/1 820C 135°F/57°C 155°F/680C 135°F/570C LPCB 175°F/79°C None None 155°F/68°C None None 200°F/93°C 1750F/790C 286'F/1 41'C 200°F/930C 360°F/1820C 135°F/57°C 135°F/57°C 1350F/57°C 135°F/570C 155°F/68°C 155°F/680C 135°F/570C 155°F/68°C 155°F/68°C i 35°F/57°C VNIIPO 175°F/79°C 175°F/79°C 1550F/68°C 175°F/79°C 175°F/79°C 155°F/68°C 200°F/93°C 200°F/93°C 175°F/79°C 200°F/93°C 200°F/93°C 175°F/79°C 286°F/141°C 286°F/1 41°C 200°F/930C 286°F/141°C 2860F/1410C 200°F/93°C 360°F/1820C 360'F/1 82'C ZSTZ ZSTX K-ZSTZ K-ZSTZ CCC 155°F/68°C 155°F/68°C None 1550F/680C 1550F/68°C None 200°F/930C 200°F/930C 200°F/930C 200°F/93°C 135°F/57°C 155°F/68°C 155°F/68°C VdS 175°F/79°C 200°F/93°C None None 175°F/79°C None None 2860F/1410C 200°F/93°C 360°F/1 82°C 286°F/141°C i 35°F/57°C 135°F/57°C 155°F/68°C 175°F/79°C 155°F/680C CE 200°F/93°C None None 175°F/790C None None 2860F/1 41°C 200°F/93°C 360°F/1820C 286°F/141°C For K Factor when pressure is measured in Bar, multiply S.I. units by 10.0 FM Approved with 1/2" adjustment escutcheon only - quick response Note Listings and Approvals as of printing. All are approved open. 40.10 2544 Rev. J Updated 07/2014 © 2014 Victaulic company. All rights reserved. victauliccom 3 Aic 37 mm 2 60 I 1VY 2337 41 mm 60 mm victaulic.com I Sprinklers I FireLock® I K5.6, V27 I Publication 40.10 Dimensions: Standard Pendent - Standard Upright - V2707, V2708 V2703, V2704 2/51 mm Min. F-lola I 7,mm Typical Ceiling Tile 30 14 ---F— I VaiN I TTVIM T Finished Surface 30 rm 43 mm MAXIMUM RECESS 2tU/ 75 mm MAXIMUM EXTENSION ½ Adjustment Recessed - V2707, V2708 (drawing not to scale) Min. Hole "A' 24 mm File 24 rnm Finished Surface MAXIMUM RECESS - 25A7 75 mn MAXIMUM EXTENSION 3/4 Adjustment Recessed - V2707, V2708 (drawing not to scale) 40.10 2544 Rev. J Updated 07/2014 © 2014 Vietaulic Company. All rights reserved. victaulic.com 4 jtauIic' victaulic.com I Sprinklers I FireLock® I K5.6, V27 I Publication 40.10 Distribution Patterns: Models V2707, V2708 K5.6 Standard Pendent and Recessed Pendent uistrioution raixerns - irajeoxory \ \ N L J 2' 4 81 10' 12' 14' 0.6,0 1.2rn 12f, 2.4,0 3.0m 3.7,0 4.3,0 Models V2703, V2704 K5.6 Standard Upright Distribution Patterns - Trajectory 2' 4' 6' 8' 10 IT IN 16' 0.600 1.2m 1.8m 2.4m 3Mm 3.70, 430, 4.900 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 or the Authority Having Jurisdiction for specific information regarding obstructions, spacing limitations and area of coverage requirements. Failure to follow these guidelines could adversely affect the performance of the sprinkler and will void all Listings, Approvals and Warranties. All patterns are symmetrical to the centerline of the waterway. 40.10 2544 Rev. J Updated 07/2014 © 2014 Victaulic Company. All rights reserved. victaulic.com 5 'j"tauIic 10' 3.0m 1. 2.40, 6 1Mm 4, 11. 2' 0.6ff IV 3,0.1 8' 2.40, 6' 1.8ff 4, 1.20' 2' 0.6ff 0 7psi 48 kPa 15 psi 103 kPa 30 psi 207 kPa 7 psi 48 kPa 15 psi 103 kPa 30 psi 207 kPa victaulic.com I Sprinklers I FireLock® I K5.6, V27 I Publication 40.10 Ratings: Available Wrenches: All glass bulbs are rated for temperatures from -67°F (-55°C) to those shown in the table below. Sprinkler Temperature Classification Victaulic Part Identification Temperature - Fl C Glass Bulb Color Nominal Temperature Rating Maximum Ambient Temperature Allowed Ordinary A 135 F/57 C 100 F/38 C Orange Ordinary C 155 F/68 C 100 F/38 C Red Intermediate E 175 F/79 C 150 F/oS C Yellow Intermediate F 200 F/93 C 150 F/65 C Green High J 286 F/141 C 225 F8/107 C Blue Extra High 7 K 360 F/182 C 300 F/1:49 C Purple - M Open - No Bulb Standard response on y. 8 150/65 if wax coated. V27-2 Recessed V27 Open End V2707, V2708 Pendent V2707, V2708 Recessed Pendent rV2703,V2704 upright WARNING Always read and understand installation, care, and maintenance instructions, supplied with each box of sprin- klers, before proceeding with installation of any sprinklers. Always wear safety glasses and foot 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 pam- phlet 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 USA, Telephone: 001-610-559-3300. 0 0M Installation Note Reference should always be wade to the 1-40 Victaulic FireLock Automatic Sprinklers This product shall be manufactured by Victaulic or to Victaulic specifications. All products Installation and Maintenan:e Sheet for the product you are installing. This installation sheet to be installed in accordance with current Victaulic installation/assembly instructions. is included with each shipment of Victaulic products for complete installation and assembly Victaulic reserves the right to change product specifications, designs and standard data, and is available in PC F format on our website at victaulic.com. equipment without notice and without incurring obligations. Warranty Trademarks Refer to the Warranty section of the current Price List or contact Victa ilic for details. Victaulic is a registered trademark of Victaulic Company. 40.10 2544 Rev. J Updated 07/2014 © 2014 Victaulic Company. All rights reserved. victaulic.com 6 ,cCtauuic c®us LISTED APPR0V NFPX =n_ SCHEDULE 10 PIPE SPECIFICATIONS NOMINAL PIPE O.D. I.D. WATER FILLED BUNDLE SIZE (IN) (IN) (IN) CRR** WEIGHT/FT WEIGHT SIZE 1 1.315 1.097 15.27 1.41 lbs/ft 1.820 91 1-1 /4 1.660 1 442 L 991 f 1 81 l6s/ft 2.518 61 1-1/2 1.900 1.682 7.76 2.09 lbs/ft 3.053 61 2 2375 2A57 627 11 264 lbs/ft 4223 37 2-1/2 2.875 .2.635 492 3.53 lbs/ft 5893 30 3 3500 - 3260 354 4.34 16W 7.957 19 - 4 , 4.500 4.260 250 5.62 lbs/ft 11.796 19 SCHEDULE 40 PIPE SPECIFICATIONS NOMINAL PIPE O.D. I.D. WATER FILLED BUNDLE SIZE (IN) (IN) (IN) CRR** WEIGHT/FT WEIGHT SIZE 1 1.315 1.049 1.00 1.68 lbs/ft 2.055 70 p11/4 1660 - 1380 100 r227ib/ft 2.918 " - 51 1-1/2 1.900 1.610 1.00 272 lbs/ft 3.602 44 -' 2375 -'r 2.067 1[ ioor 3661bs/ft 5114 30 21/2* 2.875 2.468 1.00 5.80 lbs/ft - 7.875 30 3* 3500 3.068 [ 100 [ 7581bs/ft J 10783 [ 19 4* 4.500 4.026 1.00 10.80 lbs/ft 16.316 19 Only available in Casa Grande, AZ "Corrosion Resistance Ratio per latest UL Directory listing PIPE PREPARATION For proper operation, all pipe surfaces should be cleaned prior to installation. In order to provide a leak-tight seat for the gasket, pipe surfaces should be free from indentations and projections from the end of the pipe to the groove. All loose paint, scale, dirt, chips, grease, and rust must be removed prior to installation. Failure to take these important steps may result in improper coupling assembly, causing leakage. Also, check the manufacturer's instructions for the specific fitting used. 'v For Additional Information Contact (800) 325-4467 www.bulImoosetube.com Or From Canada Call: (800) 882-4666 sales@bulImoosetube.com 1819 Clarkson Road Chesterfield, MO Gerald, MO Kent. WA Casa Grande,/,Z Dalla1X Masury, OH 63017 Bull Moose Tube'sO Schedule 10 and Schedule 40 are FM Approved and UL Listed (for U.S. and Canada), even though these products do not require separate approvals and listings. Bull Moose Tubes made the decision to have them approved and listed. Our Schedule 10 and Schedule 40 have a pressure rating of 300 PSI and have been through the same rigorous testing as our other fine pipe products. Schedule 10 can be supplied roll grooved or plain end. Bull Moose Tube'sO Schedule 10 and Schedule 40 pipes are hot dipped galvanized to meet ASTM A123 standards. All products are stencilled to meet FM & UL specifications. Dull Moose Tube'se Eddythread 40°' ADVANTAGES OF BULL MOOSE TUBE® EDDVTHREAO 40® L) is a lightweight replacement for • Has a Corrosion Resistance Ratio of 1.0. Schedule 40 that has a Corrosion • Has a pressure rating of 300 psi. Resistance Ratio of 1. • Is lighter weight than Schedule 40. Is approved by Factory Mutual and listed by Underwriters Laboratories. Is produced in accordance to ASTM Al 35 and A795 Type E, Grade A. Can be used with standard Schedule 40 threaded fittings, couplings, and valves. Is produced from steel with excellent properties of strength and threadability. Can be used in wet, preaction, and deluge type sprinkler systems. Can be hot dipped galvanized to meet FM's requirement for dry systems. Offers lower freight costs. Supplied with EDDY GUARD Il® MlC preventative coating. EDDYTHREAD 40® SPECIFICATIONS c®us LISTED NOMINAL PIPE O.D. I.D. WEIGHT WATER FILLED BUNDLE SIZE (IN) (IN) (IN) CRR LB/FT WEIGHT SIZE 1 1.295 1.083 1.00 1.461 1.860 70 1:i/4'- 1.650 1418 1OO 2070 1r 2754 1 51 1112 1.900 1.654 1.00 2.547 3468 44 [2 2375 21231C100 [3308 [4842 30 - corrosioo Resistance Ratio per latest UL Directory Listing PIPE PREPARATION For proper operation, all pipe surfaces should be cleaned prior to installation. In order to provide a leak-tight seat for the gasket pipe surfaces should be free from indentations and projections from the end of the pipe to the groove. All loose paint, scale, dirt, chips, grease, and rust must be removed prior to installation. Failure to take these important steps may result in improper coupling assembly, causing leakage. Also, check the manufacturer's instructions for the specific fitting used. APPR 1] A NFPA -- ® For Additional Information Contact (800) 325-4467 www.buIimoosetube.com Or From Canada Call: (800) 882-4666 saIes@bullmoosetube.com 1819 Clarkson Road Chesterfield, MO Gerairt MO KentWA Casa Grand AZ DallaTX Masury, OH 63017 5 c®us LISTED APPROVOI 1]JfA NFPA ADVANTAGES OF BULL MOOSE TUBE® EDDYLITE® Standard outside diameter, unlike some other lightwall threadable pipe products. Lighter in weight than Schedule 40. Superior burst strength and corrosion resistance ratio compared to other lightwall threadable pipe products. Exceptionally strong, meets or exceeds ASTM A135 minimum yield requirements. Can be used with standard couplings, fittings, and valves. Freight savings. Lower sprinkler system costs without compromising service life. Better hydraulics than Schedule 40. Wall thickness and weight close to Schedule 30; compare to other lightwall threadable water filled products with wall thickness less than Schedule 101 CORROSION RESISTANCE RATIO (CRR) NOMINAL STANDARD INSIDE UL UL WEIGHT WATER BUNDLE PIPE SIZE (IN) O.D. (IN) DIAMETER (IN) THREADED UNTHREADED PER FT. FILLED SIZE 1 1.315 1137 013 747 1.260 1.700 91 11L4 i660 1482 008 - 479][ 1617 2364 61 j . 1-1/2 1.900 1.712 0.12 4.53 1.967 2965 61 275T2177 Q 16 4lr237it .23 37 Cor,osion Resistance Ratio per latest UL Directory listing PIPE PREPARATION For proper operation, all pipe surfaces should be cleaned prior to installation. In order to provide a leak-tight seat for the gasket, pipe surfaces should be free from indentations and projections from the end of the pipe to the groove. All loose paint, scale, dirt, chips, grease, and rust must be removed prior to installation. Failure to take these important steps may result in improper coupling assembly, causing leakage. Also, check the manufacturer's instructions for the specific fitting used. Q For Additional Information Contact (800) 325-4467 www.buIlmoosetube.com Or From Canada Call: (800) 882-4666 sales@buIlmoosetube.com 1819 Clarkson Road Chesterfield, MO Gerald, MO Kent, WA case Grande, eZ Dalla1X Masury, OH 63017 Bull Moose Tube's0 Eddylite® is a lightwall threadable pipe manufactured in NPS 1' through 2'. Eddylite® is a truly unique product within the fire protection industry. This product has been engineered to provide lower cost fire protection systems without compromising service life, adequate wall thickness, or standard outside diameter. Eddylite® is manufactured to meet the requirements of ASTM A135 and A795 specifications. This pipe product has been fully approved by Factory Mutual, and listed by Underwriters Laboratories (for U.S. and Canada) for use in fire protection systems with a working pressure of 300 psi or less. ADVANTAGES OF BULL MOOSE TUBE® EDDY FLOW® Certified to ASTM Al 35 and A795 Type E, Grade A. FM approved for roll grooving and welding for use in wet systems. UL Listed (for U.S. and Canada) for joining by welding or by listed rubber gasketed fittings for use in wet, dry, preaction, and deluge type sprinkler systems. Lightweight - saves shipping costs and offers easier handling. Can be used with roll grooved couplings or welded outlets for pressures up to 300 psi. Can be supplied roll grooved or plain end. Can be hot dipped galvanized to meet FM's & UL requirement for dry systems. Supplied with EDDY GUARD Il® MIC preventative coating. NPS O.D. EDDY FLOWS EDDY FLOWS WEIGHT WATER FILLED BUNDLE SIZE (IN) (IN) (ID) CRR* PER FT. WT. SIZE 1-1/4 1.660 1.530 1.98 1.222 2.019 61 iTi1CJi1.9 0 r 1728 T344 844 TI 2860 1I j 2 2.375 2.203 2 78 2.330 3.982' 37 21/2 2875 2705 j1Th66 1[ 2809 5299 r — -30- 3 3.500 3.334 11.00- 3.361 7.144 19 4500 4310 100 4968 11290 19 Corrosion Resistance Ratio per latest UL Directory listing Bull Moose Tube's® Eddy Flow® is a specially engineered replacement for Schedule 10, offering better flow characteristics while providing design flexibility. This product is FM approved, as well as UL Listed (for U.S. and Canada) for roll grooving and welding. As an added benefit, it is more economical to use than Schedule 10 due to reduced delivery costs and ease of handling. Furthermore, Eddy Flow's® larger ID provides an opportunity for downsizing and further cost savings. c®us LISTED APPRQV ONFM NFPA' PIPE PREPARATION For proper operation, all pipe surfaces should be cleaned prior to installation. In order to provide a leak-tight seat for the gasket, pipe surfaces should be free from indentations and projections from the end of the pipe to the groove. All loose paint, scale, dirt, chips, grease, and rust must be removed prior to installation. Failure to take these important steps may result in improper coupling assembly, causing leakage. Also, check the manufacturer's instructions for the specific fitting used. Q ® For Additional Information Contact (800) 325-4467 www.bulImoosetube.com Or From Canada Call: (800) 882-4666 sales@buIlmoosetube.com 1819 Clarkson Road Chesterfield, MO Gerald, MO KetflWA Case Grande,AZ Dallas TX Masutt OH 63017 7 Bull Moose Tube's® Ultra Eddy® is a versatile product that can be roll grooved, welded, and used with Pressfit* Products. c®us LISTED AppRavm I]4 ON NFPA' 8 ADVANTAGES OF BULL MOOSE TUBE® ULTRA EDDY® Certified to ASTM Al 35 and A795 Type E, Grade A. FM approved for roll grooving and welding for use in wet systems. UL listed (for U.S. and Canada) for joining by welding or by listed rubber gasketed fittings for use in wet, dry, preaction, and deluge type sprinkler systems. Lightweight - saves shipping costs, offers easier handling. Multidimensional: Can be used with all Schedule 5 approved roll grooved, welding and Pressfit* Products for pressures up to 175 psi. Designed to generic Schedule 5 tolerances for easy interchangeability with all approved or listed fittings. Can be supplied roll grooved or plain end. 'With a larger ID than other products on the market today, Ultra Eddy® offers substantial improvements in hydraulics. This improvement allows for downsizing within the system which offers the opportunity for additional cost savings. Can be hot dipped galvanized to meet FM's requirement for dry systems. NPS O.D. ULTRA ULTRA EDDY® WEIGHT WATER BUNDLE (IN) (IN) EDDY® (ID) CRR** PER FT. FILLED WT. SIZE 1 1.315 1.201 217 868 1.359 91 1 1/4 1660 1546 140 - - 1107 1-920 61 1-1/2 ' 1.900 1.786 1.11 1.274 2.360 61 21r235lL2261 ]1Oofl1604 3344 37 Pressfit is a Registered Trademark of Victaulic Company of America Corrosion Resistance Ratio per latest UL Directory listing PIPE PREPARATION For proper operation, all pipe surfaces should be cleaned prior to installation. In order to provide a leak-tight seat for the gasket, pipe surfaces should be free from indentations and projections from the end of the pipe to the groove. All loose paint, scale, dirt, chips, grease, and rust must be removed prior to installation. Failure to take these important steps may result in improper coupling assembly, ca.Ising leakage. Also, check the manufacturer's instructions for the specific fitting used. Q For Additional Information Contact (800) 3254467 www.bullmoosetube.com Or From Canada Call: (800) 882-4666 sales@bulImoosetube.com 1819 Clarkson Road - Chesterfield, MO Gerald, MO Kent, WA Casa Grand AZ Dallas, TX Masurt OH 63017 NPS(IN) 1 1-1/4 1-1/2 2 2-1/2 3 4 c®us LISTED 1.315 1.660 1.900 2.375 - 1lDn "j 1.201 1,546 1 786 2.261 ULTRA EDDYO EIyWelghk ' 0.868 1.107 1274 1.604 W0edW,b/ft) 1.359 1.920 2.360 3.344 217 140 111 100 1660 1 900[ 2375 2875 3500 4.500 1[ 1 530'r-1.7282 203 2.705 71- 3 334 lj -4.310 [EijWeight(b/ft)Jr -- -i 1, 1222 1 844 'l[ 2330 2809 3 361 r4 968 LCDDYS WaFlUedWei9ht(b/ft) 2.019-- ''2.960 3.982 1 5.299 7 144 ril 290 198 3 44 278 166 100 100 1oD (in) 1 315 1.660'- "1.900--L" 2.375 2.875 '3.500 4.500 [IDO,JJ 1097 1.442 1.682 2157 2.635 3.260 4.260 EDULEEfmptyWetgtiOb/ft)J 1.410 1-810 2.090 2.640 3.530 4.340 5.620 edWeigllb/ft) 1.820 2518 3.053 4223 5893 7957 11796 CRR"J 1527 991 776 627 492 354 250 1 315 1 660 1900 1 [ 2.375 [ rTh(in)1 1137 ([1482 Th 712 '[ 2.177 r EDDYLITP 1.266 [ 16 ' 1967 ,2617 17 - llwjhim [ 1300-7f 2 364[9650230 'I ri1T:J L CftR [013 1j 0081r0,2Jrm,6:r 1.650. 1.906 2375 EDDYTHREAD t D(in'""J 1.083 1.418 1.645 2,123 4O IWerghTQb/tt)j 1 461 2 070 2 547 3.308 ViHflWhTjift) 1.860 2.754 3.469 4842 r'iikT 100 100 100 100 LIoDOnJ[ 1315 röIiLi9b&J_2375 r 2875 3500 . 4500 1O49[ 1380 1 i61ô[ 2067 [ 2469 3.068 4.026 SCHEDULE [!ieRlb/f1r 140 680 [2270 112720 1[ 3660 5800 [7.586'10.800 RlVeight(blh) 2055 2918 .60 5.114 5114 4 7875 10783 V 16.316 For Additional Information Contact (800) 325-4467 wwwbullmoosetube.com Or From Canada Call: (800) 882-4666 sales@bulImoosetube.com U . l8l9 Clarkson Road Chesterfield, MO Gerald, MO Kent. WA Casa Grande, AZ DallasjX Masurt OH 63017 APPROVE no A.,.1 OMFM NFPX 9 ULTRAEDDYJ 0.868 91 1,659 1,896 1,975 [SCHED1JLE1OE10 1410 91 2695 3,079 3208 1 ('EoDvuTE:J 11.260 91 21 L 2,752 2867 tEDDYrHREA040fl 1461 70 2,148 2,454 2,557 [SCHEDULE 40"3 1'ULTRAEDD1 jr 1 680 1107 70 61 2,470 1,419 2,822 11 1,621 L 2,940 16881 EEDDYFLOW SSSJIT 1222 61 1,565 [ 1,789 Ei 864 1 flscHEDuLEiJr 1810 [Ti r2319 [ 2650S 1276O] 11/4 [EDDY1lTE )' 1.617 fl 6llr 2071 2367 - r2466 EODYHREAD4qJ1 2070 [5i 1r2217 2534 2.639 _______ [scHEDULE40y 1iuLTRAEoD:J 2270 1.274 51 61 2431 1,632 2778' 1,865 2894 ' 1,943 [EDDYL0Wn'] 1844 61 2362 2,700 2,812 FSCHEDULETö1 2.090 61 2,677 3,060 3,187 11/2 I:D6YLITE 'J 1.967 61 2,520 2,880 3,000 fbY1HREA] '2.W 44 2,353 2,690 2,802 - [HEDULE4ö] rThLTRAEDDY±JT 2720 --1'-.60'4-__-j[-._ 44 iiii[ 2,513 124 2,872 L 1424 - 2,992 1484 ' 1810 2069 2155 1 rscHEou1E1o]r 2640 ]137'' 2051 2344 -'2,-442----] 2 [EDDYuTEJr 2617 37 2033 23 24 1r2421] 30 - 2084 [ 2382 2,481 1SCHEDU1I L..EDDYFL0W..TJ 3660 2809 30 - 2306 1770 2 635 2,022 2,145 2,107 2-1/2 fEDULT"] 3530 30 2224 2,542 2648 [HE6ULE40 C EDDY FLOW'-3361 SCHEDULE 10 5800 4340 19 3,654 1341 1 732 4176 j 1 533 [-'11979 '1 4,350 1,596-7 2062 1 3 L sck"buH 4V EIEDDY FL0W J 7,580 4968 - 1,982 30241r 3,456 2,265 3601 - 2,360 - 4 E3EDtJLE10J 5620 19 2,242 2,563 2,670 - [SCHEDULE40.J [oiiiij[ 10800 9289S 1 10 4309 Ji95i 4,925 - 2229 5,130 2322) T 8 f 5'EuLE1 0J 16.940 7 2,490 2,846 2,965 * Only Available in Casa Grande, AZ. c®us LISTED APPROYRI NFPA' •--- 10 NPS PIPE WEIGHT PIECES WEIGHT WEIGHT WEIGHT TYPE PER FOOT PER BUNDLE PER BUNDLE PER BUNDLE PER BUNDLE BULL MOOSE TUBE COMPANY 1819 Clarkson Road Chesterfield, MO 63017 PHONE: (800) 325-4467 FAX: (636) 537-2645 www.bullmoosetube.com sales@bullmoosetube.com Bull Moose Tube EDDY FLOW Steel Pipe Joined by Threading, Bonding or Compression/Grooved Couplings Max Zone of Influence Load (Fpw) lbs. Max. Transverse and 4-way Brace Spacing (ft.) According to HLF for the 2006 & 2009 BC (ASCE 7-05 ) & Cp for NFPA-13 shown in BOLD TYPE Pipe Transverse Brace Spacing Size 20 ft. F25ft. 30 ft. 35 ft. 40 ft. 0.25 1 0.50 1 0.75 1.00 1 1.25 1.50 1.75 2.00 2.25 2.50 1 2.75 3.00 11/4 136 109 89 76 64 40 40 37 32 29 26 24 23 21 20 19 18 11/2 232 185 152 130 109 40 40 40 35 31 29 27 25 23 22 21 20 2 372 297 244 209 175 40 40 40 38 34 31 28 27 25 24 23 22 21/2 549 440 360 309 258 40 40 40 40 36 32 30 28 26 25 24 23 3 809 648 531 455 381 40 40 40 40 37 34 31 29 28 26 25 24 4 1544 1235 1012 1 867 1 726 40 40 40 40 40 37 1 34 1 32 30 29 28 26 Bull Moose Tube EDDYTHREAD 40 Steel Pipe Joined by Threading, Bonding or Compression/Grooved Couplings MaxZone of Influence Load (Fpw) lbs. Max. Transverse and 4-way Brace Spacing (ft.) According to HLF for the 2006 & 2009 BC (ASCE 7-05 ) & Cp for NFPA-1 3 shown in BOLD TYPE Pipe Transverse Brace Spacing* Size 20 ft. 25 ft. 30 ft. 35 ft. 40 ft. 0.25 0.50 1 0.75 1.00 1.25 1.50 1.75 2.00 2.25 2.50 2.75 3.00 1 119 95 78 67 56 40 40 36 31 28 25 24 22 21 20 19 18 11/4 218 175 143 123 103 40 40 40 35 31 28 26 25 23 22 21 11/2 312 250 205 175 147 40 40 40 37 33 30 28 26 25 23 22 d23 2 518 414 339 291 243 40 40 40 40 36 33 30 29 27 26 24 c®us LISTED no 4fA NFPX Q For Additional Information Contact (800) 325-4467 www.bullmoosetube.com Or From Canada Call: (800) 882-4666 sales@bullmoosetube.com 1819 Clarkson Road Chesterfield, MO Gerald, MO Kent WA Casa Grande; AZ Dallas, TX Masurt OH 63017 11 Fire Lock® STYLE 922 The Style 922 outlet-T provides a convenient method of incorporating ½, 3/4, and 1/15, 20 and 25mm outlets for directly connecting sprinklers, drop nipples, sprigs, gauges, drains and other outlet products. Available for 1/4 through 76.1 mm/32 to 76.1 mm piping systems, Style 922 outlets are UL/ULC Listed, LPCB and FM Approved for branch connections and VdS Approved for direct sprinkler connection only on wet and dry systems. The locating collar engages into the hole prepared in the pipe. When tightened, the assembly compresses the gasket onto the 0D of the pipe. The Style 922 Outlet-T is UL/FM rated up to 300 psi/2068 kPa and VdS rated up to 16 bar at the ambient temperatures typical for fire protection systems. Style 922 is suitable for use on standard, lightwall, Sctedule 5 and other specialty pipes.* Contact Victaulic for other optional coatings. *Consult Section 10.01 for specific listings/approvals. MATERIAL SPECIFICATIONS Housing: Ductile iron conforming to ASTM A-536, grade 65-45-12. Ductile iron conforming to ASTM A-395, grade 65-45-15, is available upon special request. Gasket: Grade 'E" EPOM - Type A (Violet color code). FireLock products have been Listed by Underwriters Laboratories Inc. and Approved by Factory Mutual Research forwet and dry (oil free air) sprinkler services up to the rated working pressure using the Grade "E" Type A Gasket System. Bolts/Nuts: Heat-treated plated carbon steel, trackhead meeting the physical and chemical requirements of ASTM A-449 and physical requirements of ASTM A-183. Housing Coating: Orange enamel (North America Latin America, Asia Pacific) Red enamel (Europe) JOB/OWNER CONTRACTOR ENGINEER System No. Submitted By Spec Sect Para Location Approved www.victaulic.com viclAuLic IS A REGISTERED TRADEMARK OF vIclAuLic COMPANY. 0 2009 VICTAULIC COMPANY. ALL RIGHTS RESERVED. REVG \4taulicr 10.521 IPS CARBON STEEL PIPE - HOLE CUT PRODUCTS 10.52 Nominal Size Hole IIiN1.1,.,,,r.IjTjTflhIlmfl(,lI, law I 1A x 32 ½ 15 1 30.2 1.30 33.0 1.83 46.5 1.10 27.9 3.87 98.3 2.56 65,0 1.0 0.45 3/~ 13/16 1 1.28 - 1.83 1.10 3.87 2.56 1.1 20 30.2 32.5 46.5 27.9 98.3 65.0 0.50 1 1 3Ao 1.52 2.18 I 1.10 3.87 2.56 1.2 25 30.2 38.6 55.4 27.9 98.3 65.0 0.54 - 11/2 x ½ 1 3Ao 1.42 1.95 1.22 4.08 2.56 1.2 40 15 30.2 36.1 49.5 31.0 103.6 65.0 0.54 3/4 13A6 1.40 1.95 1.22 4.08 2.56 1.2 20 . 30.2 35.6 49.5 31.0 103.6 65.0 0.54 1 1 3/16 1.64 2.30 1.22 4.08 2.56 1.3 25 . 30.2 41.7 58.4 31.0 103.6 65.0 0.59 2 x ½ 1/o 166 219 146 460 256 13 50 ' - 15 . . 30.2 42.2 55.6 37.1 116.8 65.0 0.59 3/ 13/16 164 219 146 460 256 14 20 30.2 41.7 55.6 37.1 116.8 65.0 0.64 S . 25 13A6 30.2 13/16 1.88 47.8 1.91 2.54 J64.5 2.44 1.46 37.1 1.71 4.60 116.8 5.40 2.56 65.0 2.56 1,5 0.68 1.6 12 30.2 48.5. 62.0 43.4 137.2 65.0 0.73 1 M 1.89 2.44 . 1.71 5.40 2.56 1.6 20 30.2 48.0 62.0 43.4 137.2 65.0 1 0.73 -. , , .0. 1 25 ' 2 .15 3/4 13/16 30.2 1A 30.2 1 3/16 2.13 54.1 1.91 48.5 1.89 2.79 1 70.9 2.44 62.0 2.44 1.71 43.4 1.71 43.4 1.71 5.40 137.2 5.50 139.7 5.50 2.56 65.0 2.56 65.0 2.56 1 1.6 0.73 1.6 0.73 1.6 20 1 30.2 1/6 48.0 2.13 62.0 2.79 43.4 1.71 139.7 5.50 65.0 2.56 0.73 1 1.7 25 30.2 54.1 70.9 43.4 139.7 65.0 0.80 1 1 FireLock® Outlet-I STYLE 922 t Victaulic female threaded products are designed to accommodate standard NPT or BSPT (optional) male pipe threads only. Use of male threaded products with special features, such as probes, dry pen- dent sprinklers, etc., should be verified as suitable for use with this Victaulic product. Failure to verify suitability in advance may result in assembly problems or leakage. *Center of run to engaged pipe end for NFl threads (dimensions are approximate). www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2009 VICTAuLIC COMPANY. ALL RIGHTS RESERVED. 10.522 \4taulicr REVG FireLock® STYLE 922 INSTALLATION Reference should always be made to the 1-100 Victaulic Field Installation Handbook for the product you are installing. Handbooks are included with each shipment of Victaulic products for complete installation and assembly data, and are available in PDF format on our website at www.victaulic.com. WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. NOTE This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. For complete contact inormation, visit www.victaulic.com \./tauIic° 10.52 3355 REV G UPDATED 12/2009 vicTAuLic IS REGISTERED TRADEMARK OF vIcTAuLIc COMPANY. © 2009 VJCTAULIC COMPANY. ALL RIGHTS RESERVED. 10.52 Juctile Iron Threaded Fitting-] I SMITH..~COOPE9 Ductile Iron Threaded Fittings rsiecffications branded ductile iron threaded fittings are UL Listed and FM Approved at 500 psi Rated to 300 WSP u Ductile iron castings conform to ASTM A536 C ® L us LISTED Fitting dimensions conform to ASME B16.3 Bushings and plugs conform to ASME B 16.14 Fittings are 100% air tested APPROVED NPT threads on all fittings conform to ASME B1.20.1 Independent lab verification that fittings meet applicable chemical & physical properties Manufacturing facilities are ISO 9001:2008 and ISO 14001 Temperature Degrees F Working Pressure, Nonshock psiG 300# Class Threaded Fittings -20 to 100 500 150 500 200 480 250 460 300 440 350 420 400 400 450 380 500 360 550 340 600 320 650 300 C@US APPROVED Fig. 35E 3_900 Elbow LISTED Size in Part Number A in Packing Weight lb Inner Master 1/2 35E 3004 1.13 100 200 0.2 3/4. 35E 3006 1.31 70 140 . 0.3 1 35E 3010 1.50 40 80 0.5 35E 3012 1.75 25 50 0.8 1-1/2 35E 3014 1.94 18 36 1.1 2. 35E3020 2.25 10 20 1.8 2-1/2 35E 3024 2.70 4 8 3.2 Size in Part Number A in B in Packing Weight lb Inner Master 3/4 x 1/2 35RE3006004 1.20 1.22 80 160 0.3 1x1/2 35RE3010004 1.26 1.36 - 70 140 0.4 1 x3/4 35RE3010006 1.38 1.45 50 100 0.4 1-1/4x1/2 35RE3012004 1.34 1.53 35 70 0.5 1-1/4 x 3/4 35RE3012006 1.45 1.63 35 70 0.6 1-1/4 x1 35RE3012010 1.58 1.67 30 60 0.7 1-1/2x 1/2 35RE3014004 1.52 1.75 30 60 0.6 1-1/2x3/4 35RE3014006 1.52 1.75 25 50 0.7 1-1/2x1 35RE3014010 1.65 1.80 20 40 0.8 1-1/2x1-1/4 35RE3014012 1.82 1.88 18 36 1.0 2x1/2 35RE3020004 1.60 1.97 18 36 1.0 2 x 3/4 35RE3020006 1.60 1.97 18 36 1.0 2 x 1 35RE3020010 1.73 2.02 16 32 1.2 2x1-1!4 35RE3020012 1.90 2.10 12 24 1 1.3 2x1-1/2 35RE3020014 2.02 2.16 10 20 1.5 2-1/2 x 1-1/2 35RE3024014 2.16 2.51 6 12 2.2 2-1/2 x 2 1 35RE3024020 2.39 2.60 6 12 2.5 Fig. 35F 3 -45° Elbow Size in Part Number A in Packing Weight lb Inner Master 1/2 35F 3004 0.88 150 300 0.2 3/4 35F 3006 0.98 80 160 0.3 1 35F3010 1.13 40 80 0.5 1-1/4 35F 3012 1.29 1 25 50 0.7 1-1/2 35F 3014 1.44 20 40 1.0 35F 3020 1.69 10 20 1.6 2-1/2 35F3024 1.95 4 8 2.7 Fig. 35RE3 - 900 Reducing Elbow Fig. 35T 3- Tee Size in Number Part N b a A in Packing Weight lb Inner Master 1/2 35T 3004 1.13 80 160 0.3 3/4 35T 3006 1.31 30 60 0.5 1 3513010 1.50 25 50 0.7 1-1/4 3513012 1.75 10 20 1.1 1-1/2 35T 3014 1.94 10 20 1.5 2 35T 3020 2.25 6 12 2.4 2-1/2 35T 3024 2.70 4 8 4.3 L3 111 SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 • wwwsmithcooper.com Size in Part Number A in B in c in Packing Weight lb Inner Master 3/4x 1/2 35RT3006004 1.20 1.20 1.22 60 120 0.4 1x1/2 35RT3010004 126 126 136 30 60 06 1x1/2x1 35R13010004010 1.50 1.36 1.50 30 60 0.6 1x 3/4 35R13010006 138 138 145 25 50 06 1x314x3/4 35RT3010006006 1.38 1.31 1.45 35 70 0.6 1 x3/4 x 35RT3010006010 1.50 145 1.50 25 50 07 1-1/4 x1/2 35RT3012004 1.34 1.34 1.53 20 40 0.8 11/4x1/2x11/4 35R13012004012 175 153 175 25 50 09 1-1/4x3/4 35RT3012006 1.45 1.45 1.62 15 30 0.9 11/4x314x11/4 35RT3012006012 175 162 175 20 40 10 1-1/4x1 35RT3012010 1.58 1.58 1.67 15 30 1.0 11/4xlx1/2 35R13012010004 134 126 153 25 50 07 1-1/4x1x 3/4 35RT3012010006 1.45 1.38 1.63 20 40 0.8 1-1/4 x 1 x 35RT3012010010 158 150 169 20 40 09 1-1/4x1x1-1/4 35RT3012010012 1.75 1.69 1.75 15 30 1.0 1-1/2 x 112 35R13014004 1 41 1.41 1.66 16 32 1.0 1-1/2x1/2x1-1/4 35RT3014004012 1.81 1.56 1.88 24 48 1.1 1-1/2x1/2x1-1/2 35R13014004014 1.94 1.66 1.94 12 24 1.2 1-1/2x 3/4 35RT3014006 1.52 1.52 1.75 16 32 1.1 1-1!2x3/4x1-1/4 35RT3014006012 1.94 1.66 1.88 20 40 1.1 1-112x3/4x1-112 35RT3014006014 1.94 1.75 1.94 18 36 1.2 1-1/2 x 1 35RT3014010 165 165 180 12 24 12 1-1/2x1x1/2 35RT3014010004 1.44 1.25 1.69 20 40 0.8 1-1/2x1x3/4 35RT3014010006 1.50 1.44 1.75 16 32 0.9 1-1/2x1x1 35RT3014010010 1.65 1.50 1.80 16 32 1.0 1-1/2x 1 x 1-1/4 35R13014010012 1.82 1.67 1.88 12 24 1.2 1-1/2x1x1-1/2 35R13014010014 1.94 1.80 1.94 12 24 1.3 1-112 x 1 1/4 35RT3014012 182 182 188 12 24 14 1-1/2x1-1/4x1/2 35RT3014012004 1.41 1.34 1.66 16 32 0.9 1-1/2x1-1/4x3/4 35RT3014012006 1.52 1.45 1.75 16 32 1.0 1-1/2x1-1/4x1 35RT3014012010 1.65 1.58 1.80 16 32 1.1 1-1/2 x 1-1/4 x 1 1/4 35RT3014012012 182 175 188 14 28 13 1-1/2x1-1/4x1-1/2 35RT3014012014 1.94 1.88 1.94 14 28 1.4 2x1/2 35RT3020004 149 _1 188 10 20 15 2x3/4 35RT3020006 1.60 1.60 1.97 10 20 1.6 2x1 35R13020010 1.73 1.73 2.02 8 16 1.7 2 x 1 x 2 35RT3020010020 2.25 2.02 2.25 8 16 1.9 2x 1-1/4 35R13020012 190 190 210 8 16 19 2x1-1/4x2 35RT3020012020 2.25 2.10 2.25 8 16 2.0 2x1-1/2 35RT3020014 2.02 2.02 2.16 8 16 2.1 2x1-1/2x1/2 35RT3020014004 1.49 1.41 1.88 10 20 1.3 2x1-1/2x3/4 35RT3020014006 1.60 1.52 1.97 10 20 1.4 2x1-1/2x1 35RT3020014010 1.73 1.65 2.02 8 16 1.5 2 x 1-112 x 1-1/4 35R13020014012 190 1.82 210 8 16 1.7 2x1-1/2x1-1/2 I 35RT3020014014 2.02 1 1.94 2.16 1 8 16 1.8 (:@us <~> APPROVED Fig. 35RT3 - Reducing Tee LISTED Fig. 358T3 - Bull Head Tee Size Part Number A in B in C in Packing Weight lb Inner Master 3/4x1 35B13006010 1.45 1.45 1.37 30 60 0.6 lx 1-1/4 35B13010012 1.67 1.67 1.58 20 40 0.9 1x1-1/2 35B13010014 1.80 1.80 1.65 15 30 1.0 1-1/4x1x1-1/2 35B13012010014 1.88 1.80 1.82 15 30 1.2 1-1/4x1-1/2 35BT3012014 1.88 1.88 1.82 15 30 1.3 1114x2 35BT3012020 210 210 190 10 20 16 1-1/2x1-1/4x2 35B13014012020 2.16 2.10 2.02 10 20 1.8 1-1/2x2 35BT301406 2.16 2.16 2.02 8 16 1.8 SMITH-COOPER INTERNATIONAL® ' TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 0 www.smithcooper.com 112 Fig. 35CP3 - Straight Coupling with Ribs c(DUS <e> APPROVED LISTED size in Part Number A in Packing Weight lb Inner Master 1/2 35CP3004 1.38 200 400 0.1 3/4 35CP3006 1.63 100 200 0.2 1 35CP3010 1.75 60 120 0.4 11/4 35CP3012 2.00 35 70 0.5 1-1/2 35CP3014 2.19 25 50 0.7 2 35CP3020 262 15 30 J 2 2-1/2 35CP3024 3.00 9 18 2.2 Size in Part Number A in Packing Weight lb Inner Master lx 1/2 35HB3010004 1.06 180 360 0.2 1x 3/4 35HB3010006 106 180 - 360 01 1-1/4 x1 35HB3012010 1.19 90 180 0.2 1-1/2x1 35HB3014010 1.25 75 150 0.4 1-1/2x1-1/4 35HB3014012 1.25 75 1 150 0.3 2 x 1 35HB3020010 138 40 1 80 06 2x1-1/4 35H83020012 1.38 40 80 0.6 2x1-1/2 35H83020014 1.38 40 80 0.6 Fig. 35SP3 -Square Head Plug D U C T Fig. 35RC3 - Hex Reducing Coupling Size in Part Number A in Packing Weight lb Inner Master 1 x 1/2 35RC3010004 1.69 80 160 0.3 1 x3/4 35RC3010006 1.69 60 120 0.4 1-1/4x 3/4 35RC3012006 2.06 40 80 0.6 2 x 1 (not hex)l 35RC3020010 2.81 20 40 1.0 Fig. 35HB3 - Hex Bushing b 01 AIR 1011, Size in Part Number A in Packing Weight lb Inner Master 1/2 35SP3004 0.94 600 1200 0.07 3/4 35SP3006 112 350 700 - 0.1 1 35SP3010 1.25 200 400 0.1 1-1/4 35SP3012 1.37 100 200 0.3 1-1/2 35SP3014 1:44 80 160 0.4 2 35 P3020 1.50 45 90 0.6 ' ••uul wi Fig. 35U 3- Union with Brass Seat Size in I Part Number A in Packing Weight lb Inner I Master 1 35U 3010 2.19 20 40 1.0 1-1/4 35U 3012 2.50 15 30 1.2 1-1/2 35U 3014 2.62 10 20 1.7 2 35U3020 - 312 6 12 24 113 SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 0 www.smithcooper.com A A Size in Part Number A in Packing Weight lb Inner Master 1 35X 3010 1.50 20 40 0.9 1-1/4 35X3012 1.75 12 24 1.4 1-1/2 35X 3014 1.94 8 16 1.8 2 35X 3020 2.25 6 12 1 2.8 C@Ul <~> APPROVED A A Fig. 35X 3- Cross LISTED Fig. 35RX3 - Reducing Cross Size in Part N umber U A in B in Packing Weight lb Inner Master 1-1/4x1 35RX3012010 1.67 1.58 15 30 1.2 1/2x1 35RX3014010 1.80 1.65 12 24 1.4 2 x 1 35RX3020010 2.02 1.73 8 16 2.0 Fig. 35C 3- Cap Size in Part Number A in Packing Weight lb Inner Master 1/2 35C 3004 0.87 300 600 0.1 3/4 35C 3006 0.97 200 400 0.1 1 35C3010 1.16 110 220 0.2 1-1/4 35C 3012 1.28 70 140 0.4 1-1/2 35C 3014 1.33 50 100 0.5 2 35C 3020 1.45 25 50 0.8 2-1/2 35C 3024 1.70 18 36 1.6 Fig. 35BC3 - Beam Clamp Size in Part Number A in Packing Weight I lb Inner I Master 3/8 35BC3003 0.75 100 200 0.3 1/2 35BC3004 0.75 80 160 0.5 SMITH-COOPER INTERNATIONALS • TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 • www.smirhcooper.com 114 I INSTALLATIONSTEPS -\!j1j1jINTO WOOD & STEEL: IINSTLTb0N'sTEPs - I fINTOWOODs& STEEL:I Insert the appropriate nut driver into a 3/8"or 1/2" portable drill. Insert the SAMMYS into the #14 (black) nut driver (p/n 8113910). Drill should be in a vertical position. Push the face of the nut driver tight to the member. Begin installation when the nut driver spins freely on the SAMMYS, stop drill and remove. The SAMMYS is now ready to receive 1/4", 3/8", 1/2' or metric all thread rod, bolt stock. (The 1/2° requires the #145 W red nut driver) Note: When installing DSTR, follow the above instructions, then add retainer nut and torque to 20 foot lbs. for maximumpullout in purlin steel. M ummm - 0E-jN-;- Insert the appropriate nut driver into a 3/8"or 1/2" portable drill. Insert the SAMMYS into the #I4SW(red) nut driver (p/n 8114910). With drill unit in a horizontal position and at a right angle to the structural member, begin installation. When the nut driver spins freely on the SAMMYS, stop the drill and remove. The unit is now ready to receive 1/4", 318", Mb, M8 or metric all thread rod or bolt stock. Note: When installing SM/DR, follow the above instructions, then add retainer nut and torque to 20 foot lbs. for maximum pullout in puriin steel. I 1N"S6LAT13NSEPS- ! j' INTO CONCFE: Using an SOS 250 carbide tip bit or a HEX RECEIVER with a #250 carbide tip bit, pre-drill the concrete member to a depth of 2" with a hammer/rotary hammer drill set on impact mode. After pre-drilling has been completed, install the SLEEVE TOOL over the bit (the bit should remain in the drill), and insert the #14 (black) nut driver (p/n 8113910) into the opposite end (see Vertical Installation note above). Insert the CST screw into the nut driver. Place tip of screw into the pre-drilled hole, turn impact/drill unit to drill mode and begin insertion. When the nut driver spins freely on the CST screw, installation is complete. Stop and remove drJl. The concrete screw is ready to receive 1/4", 3/8', 1/2", or metric all thread rod or bolt stock. (#I4SW red nut driver used with 1/2"screw) Note: Use a 1200 maximum RPM drill for installation. Note: Do not install concrete screws while the drill unit is in impact mode - doing so will destroy the pullout factor of the screw. M1 0 Using an SOS 250 carbide tip bit or a HEX RECEIVER with a #250 carbide tip bit, pre-drill the concrete member to a depth of 2" with a hammed rotary hammer drill set on impact mode. After pre-drilling has been completed, install the SLEEVE TOOL over the bit (the bit should remain in the drill), and insert the #I4SW(red) nut driver (p/n 8114910) into the opposite end. Insert the SWC screw into the nut driver. Place tip of screw into the pre-drilled hole, turn impact/drill unit to drill mode and begin insertion. When the nut driver spins free on the SWC screw, installation is complete. Stop and remove drill. The SWC screw is ready to receive 1/4', 3/8" or metric all thread rod or bolt stock. Note: Use a 1200 maximum RPM drill for installation. Note: Do not install concrete screws while the drill unit is in impact mode - doing so will destroy the pullout factor of the fastener. LAP liii IBM= SPECIAL NUT DRIVER SYSTEM: The nut drivers were designed with a unique spin-off feature which provides a fast and safe installation each time. When the face of the driver comes into contact with the material yoi are installing into, continue drilling until nut driver spins free. Installation is then complete. Warranty requires the use of the appropriate nut driver for installations. SAMMYSI FOR STEEL Made with Tekse self-drilling fasteners - no pre-drilling required. Installs into steel range from 20 gauge - 1/2" thicknesses. Saves time from traditional methods. Reduces installation costs. Quick to install using the Sammys Nut Driver with an 18V cordless drill/driver. A standard screwgun with a depth sensitive nosepiece should be used to install Teks. For optimal fastener performance, the screwgun should be a minimum of 6 amps and have an RPM range of 0-2500. Made in the U.S.A. IauEch a video wwwJlwbulldex.comJ 'i - #14 Black Nut Driver Part# 8113910 i - #14 SW Red Nut Driver Part # 8114910 1/4" 1/V 8024957 8025957 DSTR 100 * DST 100 1/4-20 Xl" TEKS 3 1/4-14 x I TEKS3 1510 (20 ga.) 446 (20 ga) .036"-20 ga 036 20ga 3/16" 3/16 25 25125] 125 114" 8026957 DST 150 1/4-14 x 1-112"TEKS 3 970 (16 go.) .036-20 ga 3/16" 25 125 1/4 8027957 DST 200 1/414x2 TEKS3 i"öga .036"-20 ga 3/16 25 125 1 1/4" 8030957 TEK 500 12-24 a 1-1/2" TEKS 5 3125 (3/16") .188"-3/16" 1/2" 25 125 3/8 8038957 DSTR1 1/420x1 TEKS3 1510 (2090) 1500 1475 .036%20 ga 3/16 25 125 JF_L 318" 8037957 DSTR 1-1/2 • 12-24 a 1-1I2TEKS 5 1510 (3/16") 1500 1475 .060"-16 90. 1/2" 25 125 3/8" 8039957 DSTR 516 * 5/16-18x1-1/4"TEKS 3 2200 (20 ga) 1500 1475 .036"-20ga 3/16" 251J 3/8" 8040957 DST 10 1/4-14x1"TEKS3 446 (20 .036"-20 ga 3/16" 25 125 3/8" 8077925 DST 10-SS 114-14x1"TEKS3 446 (20 .036"-20 ga 3/16" 25 12J 3/8" 8041957 DST 15 1/4-14 x 1-1/2" TEKS 3 446 (20 ga .036-20 ga 3/16" 25 125 3/8" 8078925 DST 15-SS 1/4-14x1-1/2"TEKS3 446 (20 .036%20 ga 3/16" 25 125 3/8" 8042957 DST 20 1/4-14x2"TEKS3 446 (20 .036%20 ga 3/16" 25 125 3/8"8043957 DST 251/4-14 x 2-1/2" TEKS3 46 .036"20ga3/16"25J 3/8" 8044957 DST 30 l/4-14x3" TEKS 3 446 (20 ga.) 970 (16 ga.) .036"-20 ga 3/16" 25 125 8045957 DST 5165116-18x1-1/4" TEKS31500_(3/16")15001475.125-1/83/16"25125 3/8" 8046957 TEK50 12-24x1-1/2" TEKS 5 3125 (3/161 1500 1475 .250"-1/4" 1/2" 25 125 1 1/2" 8031925 DST 2.0 1/4-14 a 2" TEKS 3 4 (20 ga.) .188"-3/16 1/4" 25 125 970 (16 ga.) 1/2" 8033925 DSTR I.0" 1/4-20 x 1"TEKS 3 1510 (20 ga.) .036%20 ga 3/16" 25 125 £7ä34925 DSTR 516 5/16-18 125 1/2" 8035925 DST 5.16 5/16-18x1-1/4"TEKS3 1500 (3/16") .125"-1/8" 3/16" 25 125 [ 1/2 8036925 TEK50 1224x1 1)2 TEKS5 3125 (3/16) .188%3/16' 1/2 25 125 ] includes retaining nut (iI) ___________ ' each time When the face of the driver comes into contact with the material you are installing into, continue drilling unfit nut driver spins Y SPECIAL NUT DRIVER SYSTEM: The nut drivers were designed with a unique spin-off feature which provides a fast and safe installation free. Installation Is then complete. Warranty requires the use of the appropriate nut driver for installations. Made with TekO self-drilling fasteners - no pre-drilling required. 10 Installs into steel range from 20 gauge - 1/2° thicknesses. d ç \ \ \fl • A standard screwgun with a depth sensitive nosepiece should be used to I e qu' c Pd install Teks. For optimal fastener performance, the screwgun should be a minimum of 6 amps and have an RPM range of 0-2500. Saves time from traditional methods. Reduces installation costs. Quick to install using the Sammys Nut Driver with an 18V cordless drill/driver. Made in the U.S.A. WwwwlfwbulldeX.com) 0 0 O 1 - 1/4 8047957 SWD 100 114-14 x 1 TEKS 3 1477 (16 ga.) .060"-16 ga 3116° 25 125 r 1/4 8049957 SWDR 100 11420 xl TEKS 3 1900 (20 a.) .036%20 ga 3116"--25 1°] 3/8' 8050957 SWD 10 1/4-14 x?TEKS3 1477 (16ga.) .060"-l6ga 3/16° 25 125 318" 8080925 SWD 10-SS 1/4-14 xi" TENS 3 1477 (16 ga.) .060"-16 ga 3/16° 25 1257 - 3/8° 8051957 SWD 15 1/4-14 x 1-1/2" TENS 3 1477_(16 ga.) .060°-16 ga 3/16° 25 125 318° 8052957 SWD 20 114-14x2'TEKS3 1477 (16 9a.) .060"-16ga3/16° 25 125 ] 3/8" 8053957 SWD 516 5116-18x1-1I4TEKS3 2480 (209a.) .036'-20 ga 3/16" 25125 3/8_8055957SWDR1 _1/420x1_TEKS31900(20ga) 15001475 _036_20 ga 3/16 25 125-1 #14 SW Red Nut Driver 3/8"8054957SWDR1-1/2*12-24x1-112" TEKS52375(3116")15001475.188"-3116_1/2"25125 3/8_8056957SWDR516 _5/16_18xl_1/4_TEKS32480 (2Oga) 15001475 _036_20 ga3/16_25125 ] Part #8114910 - 3/8" 'Includes retaining nut 8057957 SWT15 12-24x1-1I2"TEKS5 2375(3/16) .188"-3/16 lIT 25 125 Eliminates distortion of threaded rod in sloped roof applications. Accommodates 3-1/2 x 12 pitch. Installs into angled z-purlin; allows threaded rod to hang plumb. Allows 17° deflection from vertical. Made in the U.S.A. I . 1 #14 Black Nut Dtiver Part # 8113910 4.€' 3/8° 8137957 SH-DSTR 1, 1/4-20 XT TENS 3 3220(3/16') 1500 1-:11LIWatch a aides dnmnnslrntian at www.liwbuildex.com 1475 .035° 3/16" 25 125 i #14 Sli Orange Nut Driver Part #8273910 4/ 3/8' 8268957 SN-TEK 50 12-24x 1-3/4 TENS 5 1/2° 8270957 SH-TEK 5.0 12-24 x 1-314° TENS 5 Toes not comply with ROHS requirements /includes retaining nut 2368(1/2° steel Vertical) 1306 (45° off Vertical) 1500 (Vertical) 4- 3/16" 1/2" 25 125 2281 (3/16° HSS) 850(45° off Vertical) 2-1/2° 1585 (3/16" HSS 45° off Vertical) 2368 (1/2' steel Vertical) 1306(45° off Vertical) 2281 (3/16" HSS) 3/16" 1/2" 25 1251 1585 (3/I 6° HSS 45° off Vertical) S A AIiM Y X-P R E S S® Installs into Metal Deck, Purlin, or Tubular Steel "The Sammy X-Press expands to provide direct vertical attachment in: light gauge steel deck or purtin (22 ga. - 1/8"). "Installs in seconds with Sammy X-Press It° Tool, saving time & installation costs. "Use in applications where access to the back of the installed fastener is prohibited. ie. metal roof deck, tubular steel, or vapor barrier fabric. Less jobsite material needed. "No retaining nut required. "Provides design flexibility. "Made in the U.S.A. Watch a vodomunsI,afio\ www.11wbulldex.com) 1/4" 8181922 XP 200 Sammy 1146(22ga) 185 (Luminaire) .027" X-Press 200 250 (Luminaire) .056" 125" 25 125 Metal Deck Samm" 185(Lurninair) 940 (2" Pipe) .029" 318 8150922 XP 20 X Press 20 1146 (22 250 (Luminaire) 056 1043/8' (4 Pipe) 104 125 25 125 Metal Deck Conduit & Cable) 1590(4" Pipe) .060" Sammy 185 (Luminaire) .029" 940 (2" Pipe) .029" .125" 25 125 Pudin /. 's'" 3/8" 8153922 XP 35 X-Press 35 1783 (16 ga) 250 (Luminaire) .056" 1475 (4" Pipe) 104" 416 (Conduit & Cable) .059" 11 Pre-Pour Structural Concreteth 3000 psi Metal Deck (era-Pour) 3/8 8150922 XP 20 Sammy xo 1146(22 ga) 850 (2A Pipe) Post Pour Range II LWCS 35 PCF (IbsIfta) 25 125 Metal Deck Pre-Pour Structural Concrete @3000 psi Post-Pour Range 0 LWC 35 PCF (tha/ -x I Jfrrv-Lr . ii The SidewinderX-Press expands to provide Less jobsite material needed. horizontal attachment in: - 16 ga - 3/16" steel. purlin, tubular steel. No retaining nut required. Installs in seconds with Sammy X-PressIt" Tool, Provides design flexibility. saving time & installation costs. Made in the U.S.A. Use in applications where access to the back of the installed fastener is prohibited; ie. metal roof deck, tubular steel, or vapor barrier fabric. .' It5tiovWeode,n.sualie,al www.itwbulldex.com) SidevAnder 1250 (3'/ Pipe) 1. 318" 8293957 SWXP3S X-Press 35 1798(l6gal 80 (Luminaire) .059" .125" 25 125 Pudin ATLsi The SwiveIX-Press allows you to hang plumb in extreme roof pitches: - 89" in z-purlin - 45" in metal deck for 12/12 pitch Installs in seconds with Sammy X-Press Its Tool, saving time & installation costs. Use in applications where access to the back of the installed fastener is prohibited. Is. metal roof deck, tubular steel, or vapor barrier fabric. Less lobsite material needed. No retaining nut required. Provides design flexibility. Made in the U.S.A. Watch a vidoa damoxstrathn at wwwjtwbulldex.com -. 750(2" Pipe) SVAveI 170 Vertical (Luminaire) <' 3/& 8294922 SXP 20 x-Press o 829 (45- Off Vert) 1061(22gaVwt) 80@45°(Luminaire) .029' 635 (2"Pipe) .029" .125' 25 125 Metal Deck 283 Vertical (Conduit & Cable) 233 @ 45" (Conduit & Cable) 1250 (3-1/2 Pipe) SvAvel 1675 (16 ga Vert) 250 Vertical (Luminaire) <8> 3/8" 8295922 SXP X-Press35 1558 Off Vert) Cable) 059" 635 (?Pipe) .029" .125" 25 125 Purtin 500 Vertical (Conduit & 333 ii 89" (Conduit & Cable) 1/2' 8272957 SXP 2.0 S%v 1061 (22 ga Vert) x- 've ' .021" .125" 25 125 Metal Deck Swivel 1675 (16 ga Vert) 1/2" 8271957 SXP X-Press 3.5 1558 (89" Off Vert) .069" 125" 25 125 Purtin The Sammy X.Press expands to provide direct vertical attachment in: - metal deck (22-16 gauge) - z-purlin (18-16 gauge) Made in the U.S.A. Watch a vatao denrxnstTatian\ wwwitwbulldexcom) 8152910 XPDB 25/64 Drill Bit 'Tool Includes: Sleeve, Bit Receiver, Hex Wrench, and 25/64" Drill Bit. APPROVALS 8007 )!L..GST0.3/8 Vertical CPVC 1-112' 8020957 SWG 10 3/8" Horizontal CPVC 1-1/2" 300 1-1/2" 8008957 GST2O 3/8" Vertical 2-1/2" 850 1-1/2" 4" 1475 1-1/2" 8068925 GST2O-SS 3/8" Vertical - 2-1/2" - - - - 850 1-1/2" 8010957 G 3 3/8" Vertical 4" 1500 1-1/2" 4' 1475 1-1/2" 8009925 GST 25-380 3/8" Vertical 4" 1500 1-1/2" 8022925 SWIG 235i0- 718--Honzon 3424"' 1500 1112 8021957 SWG2O 3/8" Horizontal 2-1/2"-3""" 1050 1-112" 180739258W020 -SS 3/8 Horizontal 2-112" 850 1-1/2" 8269957 SH-GST/CST 20 3/8" 45" Angle off Vertical 2-1/2" 850 1-1/2" 1 8269957 SHGST/CST2O 3/8 45 1itle off Vertical 4 1500 11/2 8139957 SH-GST2O 3/8' 11"k'' 3ff Vertical 1050 1-1/2" 4" 1475 1-1/2" [_8038957 OSIR1 3/8" "rtical 4' 1500 .035"4" 1475 .105" 8037957 DSTR 1-1/2 3/8" Vertical 1500 .035" 4" 1475 .105" 8039957 DSTR 516 3/8" Vertical 4" 1500 .037" 4" 1475 .105" 8045957 DST 516 3/8" Vertical 4" 1500 - - .188" 4" - 1475 .188" { I Vethcal 4 0O 250 4 Th - 188 8055957 SWDR 1 3/8" Horizontal 4" 1500 .037" 4" 1475 .060" 8056957 SWDRS16 3/8" Horizontal 4" 1500 .037" - 4" - 1475 .060" 8054957 SWOR 1-1/2 3/8" Horizontal 4" 1500 - - .037" 4" 1475 .060" j8137957 SHDSTR1 -17°Angle Off Vertical 4" 1500 .035" 4" - 1475 .105" 8268957 SH-TEK5O 3/8" Vertical 2-1/2" 850 70"AngleoffVecal 4" -j500 ,___ 8150922 P120 XP'20 3/8" Vertical X 2-1/2" 850 .027' 940 .029" 4" 1475 1105 1. XP 35 3/8" Vertical 4' 1500 .060" 21 940 .029" r: 8295922 SXP 35 3/8" Vertical or up 1089" 3-1/2" 125/' .060" 2" 635 .029" 1 8293957 SWXP35 3/8" Horizontal 3-1/2" l5 .060" L9L CST 0.. , i: Vertical 4' 1475 3000 8061957 SWC2O 3/8" Horizontal 4" 1475 3000 EWO9ii o - W Vt 172 850 Pre-Pour Structural @3000psi - 8150922 XP 20 3/8" Vertical 2-1/2" 850 Post-Pour Range II LWC 535 PCF (lbs/fl5) 8150922 XP 20 3/8' Vertical 185 .02r 8153922 - XP 35 3/8" Vertical 185 : 185 27" [ 8181922 XP 200 1/4 Vertical 250 035 - - 8294922 SXP 20 3/8 - Vertical 170 .02T 80 .02T 8295922 5XP 35 3/8 Vertical 250 .060" 80 - .060 - 8293957 Number SWXP 35 Model Rod Size Mount ,irection 318"Horizontal UL Load ListedPart UL Min. Steel Thickness 80 .060' 1LIilL1l11L - 3/8" Vertical 283 - CONDUIT, TUBINtlrew11l,Iir - 027 - . - L. _ Max 4 trade size EMT, RMC, and C5tradesizerigidPVCcoduit 8153922 Wm- 3/8" Vertical 500 .080" Max 4 trade size EMT & 6 trade sze RMC, IMC, and rigid PVC conduit 8294922 SXP25 3/8" Vertical 283 027" - Max4tradesizeEMI,RMCandlMC&5tradesizeddPVCconduft - 8295922 SXP 35 3/8" Vertical 500 .060" Max 4 trade size EMT & 6 trade sze RMC, lMC, and rigid PVC conduit 8293957 SWXP 35 - 3/8 Horizontal 500 - -- .060' Max trade size EMT& 6 trade sze RMC, IMC, and rigid PVC conduit 8149957 CZ2000 1/4" or 3/8" Onto Vertical Rod UL Listed 4S16 - Cable Hanger, Cat. No. C-Z2000 Plenum Rated, Complies w/ NEC Standards R4uge No. - .g,_,?QJ 8L 3L1 I Nominal Decimal Equivalent .030" .036" .048" .060' .075" .105" .125' .188' .250" SWG 25-380 Masimum pipe sine in composite wood joist allowed by UL is 3-1/2" UL compliance with NEC Standards SWG 25-380 Maximum pipe size in wood timber or joist allowed by UL is " UL and FM tests were performed In compliance with NFPA 13 Standards. rIG 20 Maximum pipe OIlS 01 composite ood joist owr by UL i2-1!2' Fastening requirement: 5 times weight of water-tilted schedule 40 pipe plus 250 pounds. SPECIAL NOTES Engineering Note In 1996, the anchors listed by UL were tested in plate steel that measured .188" and .118'. Subsequent testing was done for z-purtin applications in May 1997 using (.037") or 20 gauge steel. Most recently in 2008, testing with the new Sammy X-Prese was completed using (.030") or 22 gauge steel metal deck. SammysO Nut Drivers Special nut drivers were designed to be used with Sammys. When the appropriate nut drivers are used for installation, the driver spins freely on the screw after installation is complete and eliminates the expected wrist snap, reduces over-torque, and prevents screw failure. Steel Screws Due to variations in hardness of certain metals, it should be noted that our self-drilling screws for steel will experience different drill speeds. 500-1500 RPM drill speed should be used. Metric Products Metric versions of the Sammy anchors are available at www.itwbuildex.com Sammys for Seismic Please visit www.itwbuildex.com for our current Seismic product offening. Vibratory EnvironmentsV For attaching or anchoring in high vibratory environments, special. care should be taken not just for building attachments but also for the hangers or assemblies being supported. Consult local code authorities for accepted anchoring devices. Composite Joist/Truss Truss manufacturers vary installation recommendations for composite joist. UL testing was completed to validate that Sammys and Sidewinders SWG 20 and SWG 25-380 can be installed into the top cord of a truss. Sammy GST 20 can be installed into the center of the lower cord of a composite joist. Penetration of the upright center web is permitted by some joist manufacturers. Consult truss manufacturer for recommended installation point. Pre-drilling may be required by joist manufacturers. If so, pre-drill pilot hole 118" smaller than root diameter of fastener. Consult the table below: Model Root Diameter Hole Size GST 20 182' 1/8' GST 25-380 .280' 7/32" SWG 20 182" 1/8" SWG 25-380 280' 7/32" To increase efficiency of the installation process, sleeve tools, bit receivers, and wood bits are available for pre-drilling. NFPA!NEC Standards All UL and FM testing complies with NFPA 13 and NEC standards. Check with your local (AHJ) Authority Having Jurisdiction to confirm application and usage. UL Listings I FM Approvals UL and FM reports are available at www.itwbuildex.com PWEHR noLmIEoMcoNwnnocA&EMa.a sLSOt$IEOs2MO,W1W.nNA,a WI Technical Drawings Technical drawings are available and can be downloaded at www.itwbuildex.com in the following formats: .dwg, .dxf, and .igs. Made In the U.S.A. Products _ Contact Information Technical Assistance: (800) BUILDEX Option #6 (x 3259) Customer Service: (800) BUILDEX Option #1 - - -: - i r Mechanical Anchoring Systems KWIK HUS-EZ I (KH-EZ I) Carbon Steel Screw Anchor 3.3.7 3.3.7.1 Product description Suitable for reduced edge distances and spacing. 3.3.7.2 Material specifications KWIK HUS-EZ I (KH-EZ I) anchors are comprised of a body with an internally threaded hex washer head. The anchor is manufactured from carbon steel and is heat treated. It has a minimum 0.0003 inch (8 pm) zinc coating in accordance with DIN EN ISO 4042. The internally threaded head is larger than the diameter of the anchor and is formed with serrations on the underside. The anchor body is formed with threads running most of the length of the anchor body. The anchor is installed in a predrilled hole with a powered impact wrench or torque wrench. The anchor threads cut into the concrete on the sides of the hole and interlock with the base material during installation. Applicable base materials include normal-weight concrete, structural lightweight concrete and lightweight concrete over metal deck. Guide specifications Screw anchors shall be KWIK HUS-EZ I as supplied by Hilti, Inc. Anchors shall be manufactured from heat treated carbon steel material, zinc plated to a minimum thickness of 8 pm. Anchors shall be installed using a drill bit of same nominal diameter as anchor. Product features Suitable for cracked and uncracked normal-weight and lightweight concrete, and lightweight concrete over metal deck. Suitable for seismic and nonseismic loads. Quick and easy to install. Thread design enables quality setting and exceptional load values in wide variety of base material strengths. Anchor is fully removable Anchor size is same as drill bit size. KWIK HUS-EZ I anchors are manufactured from carbon steel. The anchors are bright zinc plated to a minimum thickness of 8 pm. 3.3.7.3 Technical data 3.3.7.3.1 ACI 318-14 Chapter 17 design The technical data contained in this section are Hilti Simplified Design Tables. The load values were developed using the design parameters and variables of ESR-3027 and the equations of ACI 318-14 Chapter 17. For a detailed explanation of the Hilti Simplified Design Tables, refer to section 3.1.8. Data tables from ESR- 3027 are not contained in this section, but can be found at www.icc-es.org or at www.us.hilti.com. 3.3.7.1 Product description 3.3.7.2 Material specifications 3.3.7.3 Technical data 3.3.7.4 Installation instructions 3.3.7.5 Design guidelines 3.3.7.6 Ordering information Listings/Approvals ICC-ES (International Code Council) ESR-3027 City of Los Angeles Research Report No. 25897 FM (Factory Mutual) Pipe Hanger Components for Automatic Sprinkler Systems for 3/8 internal threaded diameter anchor S'_ LLAMPBS APMO Indenendent code evaluation IBC®/ IRC® 2015 IBC®/ IRC®2012 IBC®/ IRC®2009 IBC®/ IRC®2006 -- Hilti, Inc. (US) 1-800-879-8000 1 www.us.hilti.com I en espanol 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.ca I Anchor Fastening Technical Guide 2016 319 .1It.-.. 3.3.7 KWIK HUS-EZ I (KH-EZ I) Carbon Steel Screw Anchor Table 1 - Hilti KWIK HUS-EZ I specifications1'2 Setting information Symbol Units Nominal anchor diameter 1/4 Nominal bit diameter dbI in. 1/4 Nominal embedment hnorC in. 1-5/8 2-1/2 Effective embedment hef in. 1.18 1.92 Minimum hole depth h0 in. 2 2-7/8 Installation torque T nsf ft-lb (Nm) 18 (24) Wrench size in. 7/16 1 T55 is the maximum installation torque that may be applied with a torque wrench. 2 See table 2 and figure 5 of section 3.3.6 for spacing, edge distance, and concrete thickness pa- rameters Figure 1 - KWIK HUS-EZ I anchor installation details Table 2 - Hilti KWIK HUS-EZ I design strength with concrete / pullout failure in uncracked concrete' 2,3,4,5 Nominal Nominal Tension - 4)N n Shear - anchor embed. f' = 2,500 psi f'.= 3,000 psi I = 4,000 psi f' = 6,000 psi f' = 2,500 psi f'.= 3,000 psi f' 4,000 psi f' = 6,000 psi diameter depth (17.2 MPa) (20.7 MPa) (27.6 MPa) (41.4 MPa) (17.2 MPa) (20.7 MPa) (27.6 MPa) (41.4 MPa) in. in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) 1-5/8 585 620 675 765 1,075 1,180 1,360 1,670 (41) (2.6) (2.8) (3.0) (3.4) (4.8) (5.2) (6.0) (7.4) 1/4 2-1/2 1,525 1,670 1,930 2,365 2,235 2,450 2,825 3,460 (64) (6.8) (7.4) (8.6) (10.5) (9.9) (10.9) (12.6) (15.4) Table 3 - Hilti KWIK HUS-EZ I design strength with concrete / pullout failure in cracked concrete' 2,3,4,5 Nominal Nominal Tension - 4)N n Shear - 4V5 anchor embed. f'c = 2,500 psi I', = 3,000 psi f, = 4,000 psi f', = 6,000 psi f'c = 2,500 psi f = 3,000 psi f' = 4,000 psi f, = 6,000 psi diameter depth (17.2 MPa) (20.7 MPa) (27.6 MPa) (41.4 MPa) (17.2 MPa) (20.7 MPa) (27.6 MPa) (41.4 MPa) in. in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) 1-5/8 300 315 345 390 765 835 965 1,180 1 (41) (1.3) (1.4) (1.5) (1.7) (3.4) (3.7) (4.3) (5.2) / 2-1/2 760 830 960 1,175 1,585 1,735 2,000 2,450 (64) (3.4) (3.7) (4.3) (5.2) (7.1) (7.7) (8.9) (10.9) 1 See section 3.1.8.6 to convert design strength value to ASD value. 2 Linear interpolation between embedment depths and concrete compressive strengths is not permitted, 3 Apply spacing, edge distance, and concrete thickness factors in tables 5 and 6 as necessary. Compare to the steel values in table 4. The lesser of the values is to be used for the design. 4 Tabular values are for normal weight concrete only. For lightweight concrete multiply design strength by X as follows: for sand-lightweight, ) = 0.68; for all-lightweight, An = 0.60 5 Tabular values are for static loads only. Seismic design is not permitted for uncracked concrete. For seismic tension loads, multiply cracked concrete tabular values in tension by the following reduction factors: 1/4-in diameter by 1-5/8-in nominal embedment depth - a. = 0.60 1/4-in diameter by 2-1/2-in nominal embedment depth - = 0.75 No reduction needed for seismic shear. See Section 3.1.8.7 for additional information on seismic applications. Table 4 - Steel design strength for Hilti KWIK HUS-EZ I anchors1.2 Nominal anchor Nominal internal Tensile3 Shear' Seismic shear' diameter thread diameter 4V in. in. lb (kN) lb (kN) lb (kN) 1/4-20 3,680 815 365 1/4 UNC (16.4) (3.6) (1.6) 3/8-16 3,680 790 670 UNC (16.4) (3.5) (3.0) 1 See section 3.1.8.6 to convert design strength value to ASD value.- 2 Hilti KWIK HUS-EZ I anchors are to be considered britt e steel elements. 3 Tension 4N = (PA 5f as noted in ACI 318-14 Chapter 17. 4 Shear determined by static tests with <0.64A505 f as noted mACI 318-14 Chapter 17. 5 Seismic shear values determined by seismic shear tests with 4V S 4 0.60 A 5 f, as noted in ACI 318-14 Chapter 17. See Section 3.1.8.7 for additional information on seismic applications. - - - - -- - - . -------- - -:: .:: .: 320 Hilti, Inc. (US) 1-800-879-8000 1 www.us.hilti.com I an españoi 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.ca I Anchor Fastening Technical Guide 2016 r Mechanical Anchoring Systems KWIK HUS-EZ I (KH-EZ I) Carbon Steel Screw Anchor 3.3.7 Table 5 - Load adjustment factors for 1/4-in, diameter Hilti KWIK HUS-EZ I in uncracked concrete1'2 Edge distance in shear II to and away Spacing factor Edge distance Spacing factor Conc. thickness 1/4-in. KH-EZ in tension factor in tension in shear3 I toward edge from edge factor in shear' uncracked concrete I RN lAy fRy f111 f, Embedment in. 1-5/8 2-1/2 1-5/8 2-1/2 1-5/8 2-1/2 1-5/8 2-1/2 1-5/8 2-1/2 1-5/8 2-1/2 hnom (mm) (41) (64) (41) (64) 1 (41) (64) (41) (64) (41) (64) (41) (64) 1-1/2 (38) 0.71 0.63 0.78 0.65 0.59 0.56 0.40 0.21 0.78 0.42 n/a n/a 1.00 0.77 0.62 0.58 0.61 0.33 1.00 0.65 n/a n/a 2-1/2 (64)0.72 0.90 0.65 0.60 0.86 0.46 0.90 n/a n/a 3 (76)0.76 1.00 0.68 0.62 1.00 0.60 1.00 n/a n/a 2 (51)flO.70.67 3-1/4 (83)0.78 0.70 0.63 0.68 0.88 n/a 3-1/2 (89)0.80 0.71 0.64 0.76 0.92 n/a E 4 (102)0.85 0.74 0.66 0.92 0.98 n/a 4-1/8 (105) 0.86 0.75 1 0.66 0.97 1.00 0.81 CO 4-1/2 (114) 0.89 0.77 0.68 1 1.00 0.84 g 5 (127) 0.93 0.80 0.70 0.89 0.98 0.83 0.72 ) 5-1/2 (140) 0.93 6 (152) 1.00 0.86 0.74 0.97 7 (178) 0.92 0.78 1.00 8 (203) 0.98 0.82 9 (229) 1.00 0.86 10 (254) 0.89 11 (279) 0.93 12 (305) 0.97 14 (356) 1.00 Table 6 - Load adjustment factors for 1/4-in, diameter Hilti KWIK HUS-EZ I in cracked concrete' 2 Edge distance in shear 11to and away Spacing factor Edge distance Spacing factor Conc. thickness 1/4-in. KH-EZ in tension factor in tension in shear3 I toward edge from edge factor in shear' cracked concrete f All 'RN lAy .fRV I RV 'NV Embedment in. 1-5/8 2-1/2 1-5/8 2-1/2 1-5/8 2-1/2 1-5/8 2-1/2 1-5/8 2-1/2 1-5/8 2-1/2 h nom (mm) (41) (64) (41) (64) (41) (64) (41) (64) (41) (64) (41) (64) 1-1/2 (38) 0.71 0.63 0.88 0.65 0.59 0.56 0.40 0.21 0.80 0.43 n/a n/a 2 (51) 0.78 0.67 1.00 0.77 0.62 0.58 0.62 0.33 1.00 0.66 n/a n/a 2-1/2 (64) 0.85 0.72 _______ 0.90 0.65 0.60 0.87 0.46 0.90 n/a n/a 3 (76) 0.92 0.76 1.00 0.68 0.62 1.00 0.60 1.00 n/a n/a 3-1/4 (83) 0.96 0.78 0.70 0.63 0.68 0.89 n/a 3-1/2 (89) 0.99 0.80 0.71 0.64 0.76 0.92 n/a 4 (102) 1.00 0.85 0.74 0.66 0.93 0.98 n/a 4-1/8 (105) 0.86 0.75 0.66 0.97 1.00 0.81 CU 4-1/2 (114) 0.89 0.77 0.68 1.00 0.85 0 5 (127) 0.93 0.80 0.70 0.89 )2 C) J) 5-1/2 (140) 0.98 0.83 0.72 0.93 6 (152) 1.00 0.86 0.74 0.98 z 7 (178) 0.92 0.78 1.00 - 8 (203) 0.98 0.82 9 (229) 1.00 0.86 a 10 (254) 0.90 1 11 (279) 0.94 1 12 (305) 0.98 - 14 (356) 1.00 1 Linear interpolation not permitted. 2 When combining multiple load adjustment factors (e.g. for a 4 anchor pattern in a corner with thin concrete member) the design can become very conservative. To optimize the design, use Hilti PROMS Anchor Design software or perform anchor calculation using design equations from ACI 318-14 Chapter 17. 3 Spacing factor reduction in shear, 1A assumes an influence of a nearby edge. If no edge exists, then I AV IAN 4 Concrete thickness reduction factor in shear, f, assumes an influence of a nearby edge. If no edge exists, then fv = 1.0. E If a reduction factor value is in a shaded cell, this indicates that this specific edge distance may not be permitted with a certain spacing (Or vice versa). Check with table 5 and figure 2 of section 3.3.6 to calculate permissable edge distance, spacing and concrete thickness combinations. Hilti, Inc. (US) 1-800-879-8000 1 www.us.hilti.com I en español 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.ca I Anchor Fastening Technical Guide 2016 321 Mechanical Anchoring Systems l[ i•- 3.3.7 KWIK HUS-EZ I (KH-EZ I) Carbon Steel Screw Anchor Table 7 - Hilti KWIK HUS-EZ I in the soffit of uncracked lightweight concrete over metal deck, '2'3'4'5'6'7 Installation in lower flute Installation inupper flute Nominal Nominal Nominal Tension - 4N Shear - 4V0 Tension - pN Shear - anchor thread embed. f',= 3,000 psif'= 4,000 psif'= 3,000 psif'= 4,000 psif'= 3,000 psif'0= 4,000 psif'0= 3,000 psi 4,000 psi diameter diameter depth (20.7 MPa) (27.6 MPa) (20.7 MPa) (27.6 MPa) (20.7 MPa) (27.6 MPa) (20.7 MPa) (27.6 MPa) in. in. in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) 1-5/8 545 595 610 610 670 730 610 610 1/4-20 (41) (2.4) (2.6) (2.7) (2.7) (3.0) (3.2) (2.7) (2.7) UNC 2-1/2 1,220 1,410 610 610 1,275 1,470 610 610 ______ (64) (5.4) (6.3) (2.7) (2.7) (5.7) (6.5) (2.7) (2.7) 1/4 1-5/8 545 595 915 915 670 730 915 915 3/8-16 (41) (2.4) (2.6) (4.1) (4.1) (3.0) (3.2) (4.1) (4.1) IJNC 2-1/2 1,220 1,410 915 915 1,275 1,470 915 915 (64) (5.4) (6.3) (4.1) (4.1) (5.7) (6.5) (4.1) (4.1) Table 8 - Hilti KWIK HUS-EZ I in the soffit of cracked lightweight concrete over metal deck' 2,3,4,5,6,7,8 Installation in lower flute Installation in upper flute Nominal Nominal internal Nominal Tension - pN Shear - 4V Tension - 4iN Shear - cV anchor thread embed. f= 3,000 psi f,= 4,000 psi J'= 3,000 psi f= 4,000 psi f',= 3,000 psi f= 4,000 psi f. = 3,000 psi '= 4,000 psi diameter diameter depth (20.7 MPa) (27.6 MPa) (20.7 MPa) (27.6 MPa) (20.7 MPa) (27.6 MPa) (20.7 MPa) (27.6 MPa) in. in. in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) 1-5/8 280 305 610 610 330 360 610 610 1/4-20 (41) (1.2) (1.4) (2.7) (2.7) (1.5) (1.6) (2.7) (2.7) UNC 2-1/2 605 700 610 610 635 735 610 610 ______ (64) (2.7) (3.1) (2.7) (2.7) (2.8) (3.3) (2.7) (2.7) 1/4 1-5/8 280 325 915 915 330 380 915 915 3/8-16 (41) (1.2) (1.4) (4.1) (4.1) (1.5) (1.7) (4.1) (4.1) UNC 2-1/2 605 700 915 915 635 735 915 915 (64) (2.7) (3.1) (4.1) (4.1) (2.8) (3.3) (4.1) (4.1) 1 See Section 3.1.9.4 to convert design strength value to ASD value. 2 Linear interpolation between embedment depths and concrete compressive strengths is not permitted. 3 Tabular value is for one anchor per flute. Minimum spacing along the length of the flute is 3 x h,., (nominal embedment). 4 Tabular values are lightweight concrete and no additional reduction factor is needed. 5 No additional reduction factors for spacing or edge distance reed to be applied. - 6 Comparison of the tabular values to the steel strength is not necessary. Tabular Values control. 7 Tabular values are for static loads only. Seismic design is not permitted for uncracked concrete. For seismic loads, multiply cracked concrete tabular values in tension by 0Ne = 0.75. 8 For seismic shear, an additional factor must be applied to the cracked concrete tabular values for seismic conditions: 1/4-in diameter by 1-5/8-in nominal embedment depth - = 0.44 1/4-in diameter by 2-1/2-in nominal embedment depth - = 0.85 See Section 3.1.8.6 for additional information on seismic applications. 322 Hilti, Inc. (US) 1-800-879-8000 1 www.us.hilti.com I en espanol 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.ca I Anchor Fastening Technical Guide 2016 C., C CO L Anchor,7 I IUJ (typical) Min. 1-1/4 V1111. 1Z tLYP1UdI) _y1 Minimum 20 gauge steel deck Lower flute (ridge) Mm. 3/4 KWIK HUS-EZ I (KH-EZ I) Carbon Steel Screw Anchor 3.3.7 Figure 2- Installation of Hilti KWIK HUS-EZ I (KH-EZ I) in soffit of concrete over steel deck floor and roof assemblies 1 Anchors may be placed in the upper or lower flute of the steel deck profile provided the minimum concrete cover above the drilled hole is satisfied. Anchors in the lower flute may be installed with a maximum 1-inch offset in either direction from the center of the flute. The offset distance may be increased proportionally for profiles with lower flute widths greater than those shown provided the minimum lower flute edge distance is also satisfied. H 3.3.7.3.2 Canadian Limit State design Limit State Design of anchors is described in the provisions of CSA P23.3-14 Annex D for post-installed anchors tested and assessed in accordance with ACI 355.2 for mechanical anchors and ACI 355.4 for adhesive anchors. This section contains the Limit State Design tables with unfactored characteristic loads that are based on the published loads in ICC Evaluation Services ESR-3027. These tables are followed by factored resistance tables. The factored resitance tables have characteristic design loads that are prefactored by the applicable reduction factors for a single anchor with no anchor-to-anchor spacing or edge distance adjustments for the convenience of the user of this document. All the figures in the previous ACI 318-14 Chapter 17 design section are applicable to Limit State Design and the tables will reference these figures. For a detailed explanation of the tables developed in accordance with CSA P23.3-14 Annex D, refer to Section 3.1.8. Technical assistance is available by contacting Hilti Canada at (800) 363-4458 or at www.hilti.ca Table 9 - Steel resistance for Hilti KWIK HUS-EZ I H carbon steel screw anchor',' Nominal Internal anchor thread Tensile3 Shear4 Shear4 diameter diameter N in. (UNC) lb (kN) lb (kN) lb (kN) 3,370 750 335 1/4 1/4-20 (15.0) (3.3) (1.5) 3,370 725 620 1/4 3/8-16 (15.0) (3.2) (2.8) 1 See section 3.1.8.6 to convert design strength value to ASD value. 2 Hilti KWIK HUS-EZ I carbon steel screw anchors are to be considered brittle steel elements. 3 Tensile N, = A N 4 ç R as noted in CSA A23.3-14 Annex D. 4 Shear determined by static shear tests with V, < A 0 (ps 0.6 R as noted in CSA A23.3-14 Annex D. 5 Seismic shear values determined by seismic shear tests with < A 4 0.6 f, R as noted in CSA A23.3-14 Annex D. See section 3.1.8.7 for additional information on seismic applications. Hilti, Inc. (Us) 1-800-879-8000 1 www.us.hilti.com I en español 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.ca I Anchor Fastening Technical Guide 2016 323 - IMechanical Anchoring Systems 33.7 KWIK HUS-EZ I (KH-EZ I) Carbon Steel Screw Anchor Table 10 - Hilti KWIK HUS-EZ I design information in accordance with CSA A23.3-14 Annex D1 N Design parameter Symbol Units Nominal anchor diameter Ref 1/4 A23.3-14 Anchor O.D. d in. 1/4a (mm) (6.4) Effective embedment2 h, in. 1.18 1.92 (mm) (30) (49) Minimum nominal embedment2 2-1/2 h in. 1-5/8 nom (mm) (41) (64) Minimum concrete thickness 4-1/8 in. 3-1/4 ml.(mm) (83) (105) Critical edge distance Cac in. 2.00 2.78 (mm) (51) (71) Minimum spacing at critical edge distance 5rn1n,cac in. 1.5 (mm) (38) Minimum edge distance CmM in. 1.50 (mm) (38) Minimum anchor spacing at minimum edge distance for s> in. 3.0 (mm) (76) Mininimum hole depth in concrete h0 in. 2 I 2-7/8 (mm) (51) (73) Minimum specified ultimate strength futa psi 125,000 (N/mm') (862) in' 0.045 Effective tensile stress area Ase N (mm') (29.0) Steel embed. material resistance factor for reinforcement - 0.85 8.4.3 Resistance modification factor for tension, steel failure modes3 R - 0.70 D.5.3 Resistance modification factor for shear, steel failure modes3 R - 0.65 D.5.3 lb 3,370 Factored steel resistance in tension N D.6.1.2 (kN) (15.0) lb 750 Factored steel resistance in shear V r D.7.1.2 1/4-20 UNC internal thread (kN) (3.3) lb 335 Factored steel resistance in shear, seismic (kN) (1.5) lb 725 Factored steel resistance in shear V r 0.7.1.2 3/8-16 UNC internal thread (kN) (3.2) lb 620 Factored steel resistance in shear, seismic V (kN) (2.8) Coeff. for factored conc. breakout resistance, uncracked concrete kcucr - 10 D.6.2.2 Coeff. for factored conc. breakout resistance, cracked concrete k r - 7 D.6.2.2 Modification factor for anchor resistance, tension, uncracked conc .4 Lk .N - 1.0 D.6.2.6 Anchor category - - 3 1 D.5.3 (c) Concrete material resistance factor - 0.65 8.4.2 Resistance modification factor for tension and shear, concrete failure modes, R - 0.75 1.00 0.5.3 (C) Condition B5 Factored pullout resistance in 20 MPa uncracked concrete6 Np,uncr lb 665 1,645 D.6.3.2 (kN) (3.0) (7.3) Factored pullout resistance in 20 MPa cracked concrete6 Nprcr lb 340 815 D.6.3.2 (kN) (1.5) (3.6) Factored seismic pullout resistance in 20 MPa cracked c Npreq 815oncrete6 lb 275 D.6.3.2 (kN) (1.2) (3.6) 1 Design information in this table is taken from ICC-ES ESR-3027, dated December, 2015, tables 2, 3, and 4, and converted for use with CSA A23.3-14 Annex D. 2 See figure 1 of this sectiol. 3 The KWIK HUS-EZ I is considered a brittle steel element as defined by CSA A23.3-14 Annex D section D.2. 4 For all design cases, Lpa = 1.0. The appropriate coefficient for breakout resistance for cracked concrete (k,) or uncracked concrete (kaccer) must be used. 5 For use with the load combinations of CSA A23.3-14 chapter 8. Condition B applies where supplementary reinforcement in conformance with CSA A23.3-14 section D.5.3 is not provided, or where pullout or pryout strength governs. For cases where the presence of supplementary reinforcement can be verified, the resistance modification factors associated with Condition A may be used. 6 For all design cases, q 1.0. NA (not applicable) denotes that this value does not control for design. See section 4.1.4 of ESR-3027 for additional information. 324 Hilti, Inc. (US) 1-800-879-8000 1 www.us.hilti.com I en español 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.ca I Anchor Fastening Technical Guide 2016 -pr JJ - - Mechanical Anchoring Systems KWIK HUS-EZ I (KH-EZ I) Carbon Steel Screw Anchor 3.3.7 Table 11 - Hilti KWIK HUS-EZ I carbon steel screw anchor factored resistance with concrete/pullout failure H in uncracked concrete' 2,3,4,5 Nominal Tension - N Shear - V, ___________ f', = 20 MPa I , = 25 MPa I' = 30 MPa f'c = 40 MPa f' = 20 MPa f' = 25 MPa I = 30 MPa f = 40 MPa anchor Effective Nominal diameter embed. embed. (2,900p5i) (3,625 psi) (4,350 psi) (5,800 psi) (2,900 psi) (3,625 psi) (4,350 psi) (5,800 psi) in. in. (mm) in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) 1.18 1-5/8 665 710 750 820 805 900 985 1,135 (30) (41) (3.0) (3.2) (3.3) (3.6) (3.6) (4.0) (4.4) (5.1) 1/4 1.92F(614 11645 1,840 2,015 2,325 2,225 2,490 2,725 3,145 (4 9) (7.3) (8.2) (9.0) (10.3) (9.9) (11.1) (12.1) (14.0) Table 12 - Hilti KWIK HUS-EZ I carbon steel screw anchor factored resistance with concrete/pullout failure H in cracked concrete' .2,3.4,5 Nominal Tension - N Shear - V f' = 20 MPa I = 25 MPa f'c = 30 MPa f' = 40 MPa f', = 20 MPa f'c = 25 MPa I = 30 MPa f = 40 MPa anchor Effective Nominal diameter embed. embed. (2,900psi) (3,625 psi) (4,350 psi) (5,800 psi) (2,900 psi) (3,625 psi) (4,350 psi) (5,800 psi) in. in. (mm) in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) 1.18 1-5/8 340 360 385 415 565 630 690 795 (30) (41) (1.5) (1.6) (1.7) (1.9) (2.5) (2.8) (3.1) (3.5) 1/4 1.92 2-1/2 815 915 1,000 1,155 1,560 1,740 1,910 2,205 (49) (64) (3.6) (4.1) (4.4) (5.1) (6.9) (7.7) (8.5) (9.8) 1 See section 3.1.8.6 to convert design strength value to ASD value. 2 Linear interpolation between embedment depths and concrete compressive strengths is not permitted. 3 Apply spacing, edge distance, and concrete thickness factors in tables 5 to 6 as necessary. Compare to the steel values in table 9. The lesser of the values is to be used for the design. 4 Tabular values are for normal weight concrete only. For lightweight concrete multiply design strength by Aa as follows: for sand-lightweight, A0 = 0.68; for all-lightweight, A. = 0.60 5 Tabular values are for static loads only. Seismic design is not permitted for uncracked concrete. For seismic loads, multiply cracked concrete tabular values in tension by the following reduction factors: 1/4-in diameter by 1-5/8-in nominal embedment depth - cNS = 0.60 1/4-in diameter by 2-1/2-in nominal embedment depth - = 0.75 See section 3.1.8.7 for additional information on seismic applications. N Hilti, Inc. (US) 1-800-879-8000 1 www.us.hilti.com I en espanoi 1-800-879-5000 1 Huh (Canada) Corp. 1-800-363-4458 1 www.hilti.ca I Anchor Fastening Technical Guide 2016 325 ' fjI 3.3.7 KWIK HUS-EZ I (KH-EZ I) Carbon Steel Screw Anchor Table 13 - Hilti KWlK HUS-EZ I in the soffit of uncracked lightweight concrete over metal deck' 2,3,4,5,6,7 14 Installation in lower flute Installation inupper flute Nominal Nominal internal Nominal Tension - Nr Shear - V Tension - Nr Shear - Vr anchor thread embed. f' = 20 MPa = 30 MPa f' = 20 MPa f' = 30 MPa IC = 20 MPa f'c = 30 MPa f, = 20 MPa f'c = 30 MPa diameter diameter depth (2,900 psi) (4,350 psi) (2,900 psi) (4,350 psi) (2,900 psi) (4,350 psi) (2,900 psi) (4,350 psi) in. in. in. (mm', kN kN kN kN kN kN kN kN 1-5/8 585 660 720 810 1/4-20 (41) (2.6) (2.9) 475 475 (3.2) (3.6) 560 560 1/4 UNC (2.1) (2.1) (2.5) (2.5) 2-1/2 1,200 1,470 1,255 1,535 (64) (5.3) (6.5) (5.6) (6.8) 1-5/8 585 660 720 810 3/8-16 (41) (2.6) (2.9) 565 565 (3.2) (3.6) 845 845 1/4 UNC (2.5) (2.5) (3.8) (3.8) 2-1/2 1,200 1,470 1,255 1,535 (64) (5.3) (6.5) (5.6) (6.8) Table 14 - Hilti KWIK HUS-EZ I in the soffit of cracked lightweight concrete over metal deck 1'2'3'4'5'67'8 H Installation in lower flute Installation in upper flute Nominal Nominal internal Nominal Tension - N ___________ r Shear - V Tension - N Shear - V anchor thread embed. f' = 20 MPa f' = 30 MPa f' = 20 MPa f'c = 30 MPa f = 20 MPa f', = 30 MPa = 20 MPa I', = 30 MPa diameter diameter depth (2,900 psi) (4,350 psi) (2,900 psi) (4,350 psi) (2,900 psi) (4,350 psi) (2,900 psi) (4,350 psi) in. in. in. (mm) kN kN kN kN kN kN kN kN 1-5/8 300 340 365 415 1/4-20 (41) (1.3) (1.5) 475 475 (1.6) (1.8) 560 560 1/4 UNC (2.1) (2.1) (2.5) (2.5) 2-1/2 595 730 625 765 (64) (2.6) (3.2) (2.8) (3.4) 1-5/8 300 340 365 415 3/8-16 (41) (1.3) (1.5) 565 565 (1.6) (1.8) 845 845 1/4 UNC (2.5) (2.5) (3.8) (3.8) 2-1/2 595 730 625 765 (64) (2.6) (3.2) (2.8) (3.4) 1 See Section 3.1.8.6 to convert design strength value to ASD value. 2 Linear interpolation between embedment depths and concrete compressive strengths is not permitted. 3 Tabular value is for one anc'lor per flute. Minimum spacing along the length of the flute is 3 x h,,,, (nominal embedment). 4 Tabular value is for lightweight concrete and no additional reduction factor is needed. 5 No additional reduction factors for spacing or edge distance need to be applied. 6 Comparison of the tabular values to the steel strength is not necessary. Tabular values control. 7 Tabular values are for static loads only. Seismic design is not permitted for uncracked concrete. For seismic loads, multiply cracked concrete tabular values in tension by aNws = 0.75. 8 For the following anchor sizes, an additional factor for seismic shear must be applied to the cracked concrete tabular values for seismic conditions: For the 1/4x1-5/8 anchor - = 0.45 For the 1/4x2.1/2 anchor - = 0.85 See Section 3.1.8.7 for additional information on seismic applications. 3.3.7.3.3 Allowable stress design for FM sprinkler systems Table 15 - Hilti KWIK HUS-EZ I (KH-EZ) tested load values for FM approval for automatic sprinkler systems' FM maximum Nominal embedment FM tension test load pipe diameter Hanger rod size in. lb in. 3/8-16 UNC 1-5/8 1,475 4 2-1/2 1 Tested in accordance with FM Approval Standard for Pipe Hanger Components for Automatic Sprinklers Systems Class Numbers 1951, 1952 and 1953. r . --- ---. - -1. 326 Hilti, Inc. (US) 1 -800-879-8000 I www.us.hilti.com I en español 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.ca I Anchor Fastening Technical Guide 2016 KWIK HUS-EZ I (KH-EZ I) Carbon Steel Screw Anchor 3.37 Table 16 - Hilti KWIK HUS-EZ I (KH-EZ U allowable stress desian values for installations into hollow core concrete nanels1'2 Hanger rod size Mm. effective embedment h f in. Allowable load3 Ultimate load Tension lb Shear lb 4.5 Tension lb Shear lb 4.5 1/4-20 UNC 1-3/8 455 485 1,810 1,930 3/8-16 UNC 755 3,025 1 The admissible anchor location must be established to prevent damage to the prestressed cable during the drilling process. Verify the location and height of the cable with the hollow core plank supplier to confirm admissible anchor location. 2 Minimum compressive strength of prestressed concrete is 7,000 psi. Published ultimate loads represent the average results conducted in local base materials. Due to variations in materials and dimensioni configurations, on-site testing is required to determine the actual performance. 3 Allowable loads calculated with a factor of safety of 4 4 The bottom of the shear plane adjacent to the top of the Coupler. 5 Shear values controlled by the steel strength of the screws used to fasten the shear fixture to the KH EZ-1 Screw Anchor. The minimum tensile strength of the screw was 125 ksi. Shear design values should consider the screw or threaded rod steel strength. Figure 3 - Installation of Hilti KWIK HUS-EZ I (KH-EZ I) in hollow core concrete 3.3.-/ 3.3.7.4 Installation instructions Installation Instructions For Use (IFU) are included with each product package. They can also be viewed or downloaded online at www.us.hilti.com (US) and www.hilti.ca (Canada). Because of the possibility of changes, always verify that downloaded IFU are current when used. Proper installation is critical to achieve full performance. Training is available on request. Contact Hilti Technical Services for applications and conditions not addressed in the IFU. 3.3.7.5 Ordering information' Internal thread Internal thread Hole Minimum Description - diameter length diameter embedment Qty/ box KH-EZ 1/4x1-5/811/4 1/4 3/8 1/4 1-5/8 100 KH-EZ 1/4x2-1/211/4 1/4 3/8 1/4 2-1/2 100 KH-EZ 1/4x1-5/8 13/8 3/8 7/16 1/4 - 1-5/8 - 100 KH-EZ 1/4x2-1/213/8 3/8 7/16 1/4 2-1/2 100 1 All dimensions in inches. Hilti, Inc. (US) 1 -800-879-8000 1 www.us.hilti.com I en español 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.ca I Anchor Fastening Technical Guide 2016 327 Fig. 65 and Fig. 66 Reversible C-Type Beam Clamps 3/4" and 11/4" Throat Openings Component of State of California OSHPD Approved c Seismic Restraints System US LISTED 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 11/4" (Fig. 66). Features - All steel construction eliminates structural deficiencies associated with casting type beam clamps. May be used on top or bottom flange of the beam. (Beveled lip allows hanging from top flange where clearance is limited.) May be installed with the 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). 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./100 3/8 1/16 3/4 1 7/16 1 610 28 1/2 11/2 3/4 1 9/16 11/4 1130 55 5/8 1½ 3/4 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. Approx. A B C D E F Load Lbs.* WtJ100 3/8 16 11/4 1 7/16 1 610 28 1/2 1½ 11/4 1 9/16 11/4 1130 55 5/8 1½ 11/4 1 9/16 11/4 1130 55 * Max. loads for clamp with set screw in up or down position. OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 ii CUSTOMER SERVICE • 800.786.5266 www.foeco.com B-Line Fig. 25 - Surge Restrainer C @ US LISTED Size Range - One size fits 3/4" thru 2" pipe Material - Pre-Galvanized Steel Function - Designed to be used in conjunction with TOLCO® Band Hangers to restrict the upward movement of piping as it occurs during sprinkler head activation or earthquake type activity. The surge restrainer is easily and efficiently installed by snapping into a locking position on the band hanger. This product is intended to satisfy the requirements as indicated in the National Fire Protection Association NFPA 13, 2010 edition, 9.2.3.4.4.1 and 9.2.3.4.4.4 Can be used to restrain either steel pipe or CPVC plastic Pipe. Approvals - Underwriters' Laboratories Listed only when used with TOLCO band hangers Fig. 2, 2NFPA and 200, in the USA (UL) and Canada (cUL). Finish - Pre-Galvanized Order By - Figure number and TOLCO band hanger, size from 3/4" thru 2". Patent #5,344,108 1. ( A. :1 I-, - -7 COOPER B-LINE 1375 Sampson Ave • Corona, CA 92879 • 800.786.5266 • FAX: 951.737.0330 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 Fig. 98 - Rod Stiffener Component of State of California OSHPD Approved c Vi. US LISTED Seismic Restraints System 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 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 - 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 Maximum Temperature - 750°F Finish - Plain Note - Available in Electro-Galvanized and HDG 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 Eectro-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./100 1/4 240 215 12 3/8 610 540 29 1/2 1130 1010 53 5/8 1810 1610 84 3/4 2710 2420 123 7/8 3770 3360 169 1 4960 4420 222 11/4 8000 7140 360 11/2 11630 10370 510 OFFICE/MANUFACTURING FACILITY 1315 SAMPSON AVE. CORONA, CA 92819 • P11: 951.131.5599 • FAX: 951.731.0330 CUSTOMER SERVICE • 800.186.5266 www.tolco.com Fig. 200-21/2 to 200-8 Fin 200 - "Trimline" Adiustable Band Hanar 1Cnnnr R-LineFin R17flNR ®TOLCO Fig. 200F - "Trimline" Adjustable Band Hanger with Felt Lining (Cooper B-Line Fig. B317ONFF) Fig. 200C - "Trimline" Adjustable Band Hanger with Plastic Coated (Cooper B-Line Fig. B317ONFC) Fig. 200S - "Trimline" Adjustable Band Hanger with Non-Captured Nut G®us USTED Size Range: Fig. 200 - /2" (15mm) thru 8" (200mm) pipe Material: Steel, Pre-Gavanized to G90 specifications Function: For fire sprinkler and other general piping purposes. Knurled swivel nut design permits hanger adjustment after installation. Features: (1/2" (15mm) thru 2" (53mm)) Flared edges ease installation for all pipe types and protect CPVC plastic pipe from abrasion. Captured design - - - keeps adjusting nut Irom separating with hanger. Hanger is easily installed around pipe. For hanger with non-captured nut order Fig. 200S. (21/2" (65mm) thru 8" (200mm)) Spring tension on nut holds it securely in - hanger before installation. Adjusting nut is easily removed. Approvals: Underwriters Laboratories listed (1/2" (15mm) thru 8" (200mm)) in the USA (UL) and Canada (cUL' for steel and CPVC plastic pipe and Factory Mutual Engineering Approved (FM) (3/4 (20mm) thru 8 (200mm)). Fig. 200-1 to 200-2 Conforms to Federal Specifications WW-H-1 71 E & A-A-11 192A, Type 10 and Manufacturers Standardization Society ANSI/MSS SP-69 & SP-58, Type 10. Maximum Temperature: 650° F (343°C) Finish: Pre Stainless Steel -Galvanized. .J.. materials will be supplied with (2) hex nuts in place of a knurl nut. ' Order By: Figure number and pipe size Designed to meet or exceed requirements of \ \ FMDS2-0. Fig. 200C Fig. 200F Fig. 200 200_1/2 ' 1/2"(15) Size Rod Size I8'-16 II. 31/8" A 9 (79.4) Wt.1100 2/8" in.._..._fijllj B (66.7) Approx. I. 11 (5.0) 200-/4 3/4 (20) /8"-16 31/8' (79.4) 21/2" (63:5) ii (5.0) 200-1 1 (25) /81 -16 3 /8' (85.7) 2I8" (66.7) 12 (5.5) 200_11/4 11/4" (32) I8'-16 33/4" (94.0) 2/' (73.0) 13 (5.9) 200-1I2 11/2" (40) /8'-16 3I8' (98.4) 2/8' (73.0) 14 (6.4) 200-2 2° (50) /8'-16 41/2' (114.3) 3' (76.3) 15 (6.9) 200_21/2 21/2 (65) /8'-16 5/8' (142.9) 41/8' (104.7) 27 (12.3) 200-3 3" (75) /8'-16 5/8 (149.1) 4' (101.6) 29 (13.3) 200-3I2 31/2' (90) /8-16 7I8 (187.3) 51/4 (133.3) 34 (15.6) 200-4 4' (100) /8"-16 73/8' (187.3) 5" (127.0) 35 (16.0) 200-5 5° 1 (125) 1 1/2"13 91/8' (231.8) 61/4" (158.7) 1 66 (30.2) 200-6 6' (150) 1/2°13 101/8" (257.2) 6/4" (171.4) 73 (33.4) 200-8 8' (200) /2"13 131/8' (333.4) 8/4' (222.2) 136 (62.3) Fig. 200S All dimensions In charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. PW COOPER B-Line Fig. 200-2/2 to 200-8 ®TOLCcY C(DUS USTED Fig. 200M - "Trimline" Adjustable Band Hanger for Metric Rod Size Range: Fig. 200 - 1/2" (15mm) thru 8" (200mm) pipe Material: Steel, Pre-Galvanized to G90 specifications Function: For fire sprinkler and other general piping purposes. Knurled swivel nut design permits hanger adjustment after installation. Features: - - - (1/2" (15mm) thru 2" (50mm)) Flared edges ease installation for all pipe / types and protect CPVC plastic pipe from abrasion. Captured design ' keeps adjusting nut from separating with hanger. Hanger is easily / installed around pipe. '. (21/2" (65mm) thru 8" (200mm)) Spring tension on nut holds it securely in / hanger before installation. Adjusting nut is easily removed. Approvals: Underwriters Laboratories listed (1/2" (15mm) thru 8" (200mm)) Fig. 200-1 to 200-2 in the USA (UL) and Canada (cUL) for steel and CPVC plastic pipe and Factory Mutual Engineering Approved 0/4" (20mm) thru 8" (200mm)). Conforms to Federal Specifications WW-H-171 E & A-A-1 192A, Type 10 and Manufacturers Standardization Society ANSI/MSS SP-69 & SP-58, Type 10. Maximum Temperature: 650°F (343°C) Finish: Pre-Galvanized. Stainless Steel materials will be supplied with (2) hex nuts in place of a knurl nut. Order By: Figure number and pipe size Designed to meet or exceed requirements of FM DS 2-0. Pipe Size Part No. in. 200M8-1/2 1/2° (15) Rod Size M8 A in. IliliB 31/8' (79.4) B 2/8" (66.7) Approx. !.. ii Wt./1 00 (5.0) 200M10-1/2 1/2° (15) MiO 31/8° (79.4) 2/8" (66.7) 11 (5.0 2008-3/4 3/4" (20) M8 31/8" (79.4) 21/2" (63.5) 11 (5.0) 200M10-3/4 3/4" (20) M10 31/8" (79.4) 21/2" (63.5) 11 (5.0) 200M84 1" (25) M8 3I8" (85.7) 2I8" (66.7) 12 (5.5) 200Mb-1 1" (25) M10 3/8" 1 (85.7) 2/8" (66.7) 12 (5.5) 200M8-1114 11/4" (32) M8 33/4" (94.0) 2/8" (73.0) 13 (5.9) 200M10-11/4 11/4' (32) M10 33/4" (94.0) 2/8" (73.0) 13 (5.9) 200M8-11/2 1/2" (40) M8 3/8" (98.4) 2/8" (73.0) 14 (6.4) 200M10-11/2 11/2" 1 (40). M10 3/8" (98.4) 1 2/8" (73.0) 14 (6.4) 200M8-2 2° 1 (50) M8 41/2" (114.3) 3" (76.3) 15 (6.9) 200M10-2 2° (50) M10 4/2" (114.3) 3° (76.3) 15 (6.9) 200M-21/2 21/2" (65) M10 5/8" (142.9) 41/8" (104.7) 27 (12.3) 200M-3 3° (75) MiO 5/8" (149.1) 4" (101.6) 29 (13.3) 200M-31/2 31/2" (90) M10 7/8" (187.3) 51/4" (133.3) 34 (15.6) 200M-4 4" (100) M10 7 /8" (187.3) 5" (127.0) 35 (16.0) 200M-5 (125) M12 91/8" (231.8) 61/4" (158.7) 66 (30.2) 200M-6 (150) M12 101/8" (257.2) 6/4" (171.4) 73 (33.4) 200M-8 8" (200) M12 131/8" (333.4) 1 8/4" (222.2) 136 (62.3) All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. PP_ 00 COOPER B-Line Fig. 200H - Heavy Duty Band Hanger (For Trapeze) Size Range: 2" (50mm) thru 4" (100mm) trapeze pipe size. Material: Steel - Pre-Galvanized to G40 Spec Function: Designed primarily to support substantially heavier loads than is normally intended for the nominal hanger size. Used extensively to support trapeze installations and the increased loads from both above and below the trapeze assembly. Features: Furnished with /811-16 or 1/2"..13 adjusting threaded ring nut. Approvals: Underwriters Laboratories listed in the USA (UL) and Canada** (cUL). Conforms to Federal Specification WW-H-171 E & A-A-1i 92A, Type 10 and Manufacturers Standardization Society ANSI/MSS SP-69 & SP-58, Type 10. Maximum Temperature: 650°F (343°c) Finish: Pre-Galvanized Order By: Figure number, pipe size and rod size. Important Design Note. Because of the increased loads applied to the trapeze assembly, both the upper trapeze supports as well as the lower hanging unit must be able to hold the maximum loads intended. c®us USTED 1 Tht Nti. 200H-2-3/8 Pipe in. ' 2' Size (50) Rod Size /8"-16 ' 4/16" in.it. A (115.9) 3/32" B (81.7) Approx. tt. 48 Wt./100 (21.8) 200H-2-1/2 2" (50) 1/2"_13 423/32° (119.8) 3/8" (85.7) 45 (20.4) 200H-2112-3/8 21/2' (65) /8"-16 5/16" (134.9) 323/32° (94.4) 59 (26.7) 200H-21/2-1/2 21/2" (65) 1/2"13 515/32" (138.9) 3/8" (98.3) 56 (25.4) 200H-3-3/8 3" (75) /8"-16 53/4" (146.0) 327/32" (97.6) 63 (28.6) 200H-3-1/2 3" (75) 1/2"13 5/8" (148.1) 331/32" (100.8) 60 (27.2) 200H-4-3/8 4° (100) /8"-16 6/8" (174.6) 4/16" (112.7) 76 (34.5) 200H 4 1/2 4!,, (100) 1/2"-13 7/32 (1786) 419/32 (11167) 73 (331) * Select trapeze pipe size based on section modulus required for span of trapeze per information provided in NFPA 13. ** All sizes are UL Listed to support up to 8° pipe at max spacing per NFPA 13. For 6" (150mm) and 8" (200mm) trapeze pipe, consult factory. All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. COOPER B-Line Specifications Appearance: Dense, paste like consistency and is light brown or tan in color. Contains: Potassium Oleate, Propylene Glycol and Mica. Contains NO PETROLEUM. Packaging: 21b (1 -quart approx.) 55-gl drum (400 lbs. approx.) See Material Safety Data Sheet for additional safety and disposal information at www.fppi.com CAUTION: Eye irritant. Avoid contact with eyes. Wash thoroughly after use. F P P I Description LubeFit® is a vegetable fiber based lubricant for all gasketed fittings, including grooved couplings for fire sprinkler systems. It is non staining* and does not support bacterial growth. LubeFit® can be easily applied in temperatures from -10°F to 150°F LubeFit® is non-toxic and water soluble. Under normal conditions, LubeFit® is not harmful to the skin. Ujlieff PIP. 'H) Design Criteria/Data Water dispersible Applies equally well to wet or dry surfaces Suitable for all types of pipe lines, including potable water Excellent working range -10° to 150° Will not support bacteria Will not deteriorate natural or Synthetic rubber, plastic gaskets or caston iron pipe FGG/BM/CZ' System Compatible Program* Certified to NSF/ANS/Std 61-G FBC5'. SYSIEM cOMPATifiLE *FBC System Compatible indicates this product has been tested by Lubrizol Advanced Materials and is monitored on an on going basis to assure chemical compatibility with FlowGuard Gold®, BlazeMaster, and Corzan® pipe and fittings. Application LubeFit® should be applied in an even and thin amount over the parts to be lubricated. Avoid applying excessive amounts. The best applicaion is achieved when applying by hand. Clean all dirt, burrs and foreign matter from the joint surfaces. Make certain the gasket is properly located. Apply an even coating of lubricant to all fitting surfaces and gasket. Assemble the joint according to the pipe fitting manufacturer's directions. Disclaimer DO NOT ALTER THE CONSISTENCY OF THIS PRODUCT. Use as is directly from the container. Keep away from your mouth and eyes. If eye contact occurs, fl ush with water for 5 minutes. If discomfort persists get medical attention. *Will stain untreated porous surfaces such as concrete if not cleaned from the surface immediately. 3198 LIONSHEAD AVE CARLSBAD, CA 92010 TEL+ 1 760 599-1168 +1800:344-1822 FAX + 1800 344-3775 © 2012 Fire Protection Products, Inc. FPPI, LubeFif are registered trademarks of Fire Protection Products, Inc. FGG/BM/CZ', BIazeMastere, RowGuard Gold" and Corzan® are registered trademarks of Noveon IP Holdings Corp. MADE IN U.S.A. 0 F P P I Description Pipefit® Thread Sealing Paste with PTFE is a premium non-hardening PTFE filled pipe thread sealing paste designed specifically for the fire sprinkler industry. Pipefit is suitable for use on all threadable materials commonly used in fire sprinkler systems, including CPVC. Pipefit's unique blend of materials provides superior thread sealing qualities over other similarly priced sealants The particulate PTFE also helps prevent leaks by accumulating in the voids of damaged or defective threads of the pipe or fittings. Additionally, the lubricating qualities of the PTFE and other materials in the sealing paste improve thread seating during pipe and fitting assembly. Pipefit® also adheres well to hot oily pipe present in "high speed' fabrication operations. E pipefir Design Criteria/Data Recommended Use Water Air Refrigerants Natural Gas Mild caustics Steam Kerosene LP Gases Acids Gasoline Diesel Fuel Ammonia Use for threaded connections on steel, aluminum, brass, PVC, CPVC and ABS. Operating temperature ranges -50 f to 500 f. FBC5 SYSTEM COMPATIBI *FBC System Compatible indicates this product has been tested by Lubrizol Advanced Materials and is monitored on an on going basis to assure chemical compatibility with FlowGuard Gold®, BlazeMaster®, and Corzan® pipe and fittings. 3198 LIONSHEAD AVE CARLSBAD, CA 92010 TEL+1 760 599-1168 +1800344-1822 FAX + 1 800 344-3775 Installation Make sure that the threads are free from burs and other debris. Apply Pipef it® liberally to the male pipe threads. Make sure that the thread sealant is brushed into the "root" of the threads. Do not wipe off excess material until fitting has been "made on" to the pipe thread. The threading action of the fitting to the pipe will allow the proper amount of sealant to remain in the connection. Wipe off excess sealant. Pipefit® will not dry out under normal conditions. Never use dope and tape together. Keep covered when not in use to avoid contamination. Some settling of the product may occur. Occasional stirring may be necessary. Two year shelf life. Disclaimer DO NOT ALTER THE CONSISTENCY OF THIS PRODUCT. Use as is directly from the container. Keep away from your mouth and eyes. If eye contact occurs, flush with water for 5 minutes. If discomfort persists get medical attention. Specifications Appearance: Dense, paste-like consistency, off white in color. Packaging: 16 oz. brush in cap 32 oz. 32 oz. BIG igl. 5g1. 55 gl. CAUTION: See MSDS for first aid instructions. Wash hands thoroughly after each use. See Material Safety Data Sheet for additional safety and disposal information at www.fppi.com wu © 2012 Fire Protection Products, Inc. FPPP, LubeFit are registered trademarks of Fire Protection Products, Inc. FBC", B/azeMaster, FlowGuard Go/d' and Co,7an® are registered trademarks of Noveon IP Holdings Corp. MADE IN U.S.A. F P P I Description ThreadFit® CLEAR Thread Cutting Oil for Sprinkler Pipe is an excellent heavy duty, light colored cutting oil for all types of ferrous metal. It's special combination of anti-wear and anti-weld additives provides all the necessary I Jfj lubricity and cooling modern pipe threading operations require. This balanced . combination of additives will help improve die life and thread quality over other cutting oils and is Chlorine free. ThreadFit Clear's low smoke/ low odor formulation makes it ideal for use in high speed threading applications. }- Spears® Compatible indicates that ThreadFit® CLEAR has been tested by Spears® Manufacturing to be compatible with Flameguard® pipe and fittings. Features Heavy Duty Cutting Oil Excellent Tool Life Chlorine Free All types of ferrous metal or pipe Improved Surface Finish Low Odor Low Smoke FBC` SYSTEM COMPATIBLE *FBC System Compatible indicates this product has been tested by Lubrizol Advanced Materials and is monitored on an on going basis to assure chemical compatibility with FlowGuard Gold®, BlazeMaster®, and Corzan® pipe and fittings. 3198 LIONSHEAD AVE CARLSBAD, CA 92010 TEL +1760 599-1168 +1800344-1822 FAX + 1 800 344-3775 Installation ThreadFit® can be used in automatic and hand held applicators. Fill oil reservoir according to equipment manufacturers specifications. Mixing of different types of threading oils is not recommended. DO NOT ALTER THE CONSISTENCY OF THIS PRODUCT. Use as is directly from the container. Change oil regularly for optimum performance. Contains petroleum oil. Avoid breathing mists or vapors. Avoid eye contact and prolonged or repeated contact with skin. Wear safety glasses or goggles. Use good personal hygeine. Dispose of used oil in accordance with all local, State and Federal ordinances and regulations. Consult Material Safety Data Sheets for additional safety and handling information. DO NOT MIX WITH OTHER THREAD CUTTING OILS OR CONTAMINANTS. Specifications Appearance: Clear amber liquid. Packaging: 1 gl. (6/case) 5 gl. Pail 55-gl drum 275-gl tote CAUTION: Skin contact: wash thoroughly with soap and water. Eye contact: flush eyes with water for at least 15 minutes and seek medical attention. Ingestion: consult a physician immediately. Inhalation: move affected person(s) to fresh air and seek medical attention. See MSDS for first aid instructions. Spill or Leak: Soak up with an oil absorbent compound. Follow all state, local, Federal regulations for disposal. Don't pollute. Conserve our resources-Please recycle this container. See Material Safety Data Sheet for additional safety and disposair information at www.fppi.com This product is registered with CHEMTREC, a 24-hour emergency hotline. They may be reached at 1 800 424-9300. © 2013 Fire Protection Products, Inc. FPPI®, ThreadFile are registered trademarks of Fire Protection Products, Inc. MADE IN U.S.A. A jFFAN FIRE PROTECTION Fire Protection Contractor - License #989280 FIRE SUPPRESSION HYDRAULIC CALCULATIONS 17452 SHEIKH SHOES The Shoppes at Carlsbad Tenant Space #142 2525 El Camino Real Carlsbad, CA 92008 FPC20I7-0135 l 2525 EL CAMINO REAL UNITI42 FILE copy No. 112 0 CARLSBAD FIRE DEPARTMENT Fire Prevention Division 1635 Faraday Avenue - Carlsbad, CA 92008 760.602.4665 WATER AVAILABILITY FORM SECTION A: TO BE COMPLETED BY CUSTOMER PROJECT NAME: 2525 El Camino Real SR#: (Assigned upon plan submittal) PROJECT ADDRESS: 2525 El Camino Real CITY: Carlsbad PHONE: ( 760 ) 295-3436 (Titan Fire Protection) FAX NUMBER: (760) 295-3437 Largest Building (ft.2): Sprinkled? Construction Type:___________________ SECTION B: TO BE COMPLETED BY LOCAL WATER COMPANY. CUSTOMER TO PROVIDE RESULTS TO CFD. Water Purveyor: City of Carlsbad Location of test (reference map required): El Camino Real north of Marron Road TEST INFORMATION IS VALID FOR 6 MONTHS FROM DATE PERFORMED Flow Test Results Static pressure: 90 PSI Hydrant Number (if applicable):H20257 Elevation of test: 46 Feet 1 bate/Time ofTest1: - Pltot Tube Reading: Corresponding Flow. - G PM Total Flow: 5,300 GPM Residual Pressure 61 PSI Atpeakdemand, this water system is capable of providing a fire flow discharge at 20 psi in excess of 8,000 gpm. However, this exceeds the District's criteria of no more than 10 fps in pipelines. Therefore, the maximum allowable fire flow based on District criteria is 5,300 gpm. 'Test to be performed as close as possible to the time the most conservative flows and pressures are expected. Note: If the water availability information was obtained in a manner other than a flow test (i.e. computer modeling), fill out the information above as applicable and check here: I have witnessed and/or reviewed this water flow information and by personal knowledge and/or on-site observation certify that the above information is correct. Name: Jennifer R. Mael, P.E. Eng. Lic. No. (if applicable): C69606 Signature: Title/Org: P49 ct Manager Date: 7/11/2017 SR-78 EB Legend SR-78OFFRA 4 w_Hydrnt JI Pipe 10, ZONE 255 SOUTH V/SM WV -285 -330 4 K PLAZA R I FLO I :11ROI 10. 41 p 8 Fire Flow Test Location - H20257 8 I 2525 El Camino Real - Fire Flow Analysis F.E."L~Ev - - - Fire Protection by Computer Design TITAN FIRE PROTECTION, INC. 2880 SCOTT ST. SUITE 105 VISTA, CA. 92081 760.295.3437 Job Name : 17452 Shiekh - FP Design Revi Building : FP1 Location : 2525 EL CAM INO REAL System : I Contract : 17452 Data File 17452 Shiekh FP Design Revi Area 1.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 TITAN FIRE PROTECTION, INC. - 17452 Shiekh - FP Design Revi HYDRAULIC CALCULATIONS for Project name: SHIEKH Location: 2525 EL CAMINO REAL Drawing no: FP1 Date: 7-19-17 Design Remote area number: 1 Remote area location: STOCK ROOM / SALES AREA Occupancy classification: OH I & EH2 Density: .4 - Gpm/SqFt Area of application: 2000 - SqFt Coverage per sprinkler: 100 /130 - SqFt Type of sprinklers calculated: QR SSU Kl 1.2 & K5.6 No. of sprinklers calculated: 23 In-rack demand: N/A - GPM Hose streams: 500 - GPM Total water required (including hose streams): 1345.23 -GPM @ 59.13 - Psi Type of system: WET Volume of dry or preaction system: NA - Gal Water supply information Date: 7-11-17 Location: Source: CARLSBAD FIRE DEPARTMENT Name of contractor: Titan Fire Protection inc. Address: 2880 Scott St. Suite, 105 Phone number: 760-295-3436 Name of designer: M. Marron Authority having jurisdiction: CITY OF SAN DIEGO Notes: (Include peaking information or gridded systems here.) Page Date Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C TITAN FIRE PROTECTION, INC. Page 2 17452 Shiekh - FP Design Revl Date City Water Supply: Demand: Cl - Static Pressure : 81 Dl - Elevation : 6.496 C2 - Residual Pressure: 52 D2 - System Flow : 845.24 C2 - Residual Flow : 5300 D2 - System Pressure : 59.138 Hose ( Demand) : 500 D3 - System Demand :1345.24 Safety Margin : 19.567 150 140 130 p120 R0 E10° S90 80 u 70 R 60 C2 E 50 D 40 - 30 - 20 10 750 1500 2250 3000 3750 4500 5250 6000 6750 FLOW ( N " 1.85) Computer P:ograms by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary TITAN FIRE PROTECTION, INC. Page 3 17452 Shiekh - FP Design Revi Date Fitting Legend Abbrev. Name 3/4 1 11/ 1'/ 2 2% 3 3% 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 E NFPA 13 90 Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T NFPA 1390 Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *• The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Scied 40 per NFPA. The diameter modification was turned off by the operator when the job was calculated. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD TITAN FIRE PROTECTION, INC. Page 4 17452 Shiekh - FP Design Revl Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 11 15.0 11.2 10.98 na 37.12 0.4 90 7.0 55 15.0 11.2 11.31 na 37.66 0.4 90 7.0 56 15.0 11.2 12.5 na 39.59 0.4 90 7.0 57 15.0 16.84 na 76 15.0 5.6 21.02 na 25.68 0.15 130 7.0 77 15.0 21.77 na 78 15.0 27.31 na 79 15.0 31.14 na 80 14.0 39.41 na 81 14.0 42.65 na 9 14.0 43.09 na TOR 14.0 47.93 na BOR 0.0 54.77 na 82 0.0 58.89 na TEST 0.0 59.14 na 500.0 83 15.0 11.2 15.99 na 44.79 0.4 100 7.0 84 15.0 11.2 10.33 na 36.0 0.4 90 7.0 85 15.0 11.2 10.62 na 36.5 0.4 90 7.0 86 15.0 11.2 11.69 na 38.29 0.4 90 7.0 87 15.0 11.2 14.02 na 41.93 0.4 90 7.0 88 15.0 5.6 20.88 na 25.59 0.15 130 7.0 89 15.0 5.6 21.14 na 25.75 0.15 130 7.0 65 13.67 5.6 25.64 na 28.36 0.15 130 7.0 90 14.67 25.46 na 91 15.0 27.81 na 92 15.0 5.6 28.46 na 29.88 0.15 130 7.0 93 15.0 30.73 na 98 15.0 5.6 28.64 na 29.97 0.15 130 7.0 99 15.0 5.6 29.01 na 30.16 0.15 130 7.0 100 12.0 11.2 13.48 na 41.13 0.4 100 7.0 101 12.0 11.2 13.86 na 41.69 0.4 100 7.0 102 12.0 11.2 15.22 na 43.69 0.4 100 7.0 103 12.0 5.6 29.27 na 30.3 0.15 130 7.0 104 12.0 5.6 31.74 na 31.55 0.15 130 7.0 105 12.0 5.6 32.12 na 31.74 0.15 130 7.0 97 13.0 32.21 na 96 13.0 34.64 na 94 13.0 35.49 na 106 13.0 11.2 27.43 na 58.66 0.4 100 7.0 107 13.0 11.2 27.96 na 59.22 0.4 100 7.0 The maximum velocity is 34.15 and it occurs in the pipe between nodes 78 and 79 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams TITAN FIRE PROTECTION, INC. Page 5 17452 Shiekh - FP Design Revi Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 11 37.12 1.61 0.0 6.420 10.982 K Factor= 11.20 to 120.0 0.0 0.0 0.0 55 37.12 0.0506 0.0 6.420 0.325 Vel = 5.85 55 37.66 1.61 0.0 6.420 11.307 K Factor= 11.20 to 120.0 0.0 0.0 0.0 56 74.78 0.1854 0.0 6.420 1.190 Vel = 11.78 56 39.59 1.61 T 8.0 2.670 12.497 K Factor= 11.20 to 120.0 0.0 8.000 0.0 57 114.37 0.4067 0.0 10.670 4.339 Vel = 18.02 57 44.79 2.157 E 5.0 18.200 16.836 to 120.0 0.0 5.000 0.0 76 159.16 0.1804 0.0 23.200 4.185 Vel = 13.97 76 25.68 2.157 0.0 3.150 21.021 K Factor =5.60 to 120.0 0.0 0.0 0.0 77 184.84 0.2381 0.0 3.150 0.750 Vel = 16.23 77 51.33 2.157 T 10.0 4.800 21.771 to 120.0 0.0 10.000 0.0 78 236.17 0.3743 0.0 14.800 5.540 Vel = 20.74 78 152.73 2.157 0.0 4.070 27.311 to 120.0 0.0 0.0 0.0 79 388.9 0.9420 0.0 4.070 3.834 Vel = 34.15 79 118.37 3.26 2T 30.0 1.000 31.145 to 120.0 E 7.0 37.000 0.433 80 507.27 0.2061 0.0 38.000 7.830 Vel = 19.50 80 0.0 3.26 T 15.0 0.750 39.408 to 120.0 0.0 15.000 0.0 81 507.27 0.2060 0.0 15.750 3.245 Vel = 19.50 81 0.0 6.357 0.0 54.390 42.653 to 120.0 0.0 0.0 0.0 9 507.27 0.0080 0.0 54.390 0.433 Vel = 5.13 9 337.97 6.357 2E 28.0 208.200 43.086 to 120.0 0.0 28.000 0.0 TOR 845.24 0.0205 0.0 236.200 4.842 Vel = 8.54 TOR 0.0 6.357 E 14.0 14.000 47.928 to 120.0 B 10.0 24.000 6.063 BOR 845.24 0.0205 0.0 38.000 0.779 Vel = 8.54 BOR 0.0 9.42 4E 132.974 1844.810 54.770 to 150.0 T 75.553 216.082 0.0 82 845.24 0.0020 G 7.555 2060.892 4.119 Vel = 3.89 82 0.0 11.2 0.0 290.200 58.889 to 150.0 0.0 0.0 0.0 TEST 845.24 0.0009 0.0 290.200 0.249 Vel = 2.75 500.00 Qa = 500.00 1345.24 59.138 K Factor = 174.93 83 44.79 1.61 T 8.0 3.750 15.993 K Factor= 11.20 to 120.0 0.0 8.000 0.0 57 44.79 0.0717 0.0 11.750 0.843 Vel = 7.06 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams TITAN FIRE PROTECTION, INC. Page 6 17452 Shiekh - FP Design Revl Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt PfIFt Eqv. Ln. Total Pf Pn 44.79 16.836 K Factor= 10.92 84 36.00 1.61 0.0 6.080 10.332 K Factor = 11.20 to 120.0 0.0 0.0 0.0 85 36.0 0.0479 0.0 6.080 0.291 Vet = 5.67 85 36.50 1.61 0.0 6.080 10.623 K Factor= 11.20 to 120.0 0.0 0.0 0.0 86 72.5 0.1750 0.0 6.080 1.064 Vet = 11.43 86 38.29 1.61 0.0 6.080 11.687 K Factor = 11.20 to 120.0 0.0 0.0 0.0 87 110.79 0.3836 0.0 6.080 2.332 Vet = 17.46 87 41.94 1.61 T 8.0 11.140 14.019 KFactor= 11.20 to 120.0 0.0 8.000 0.0 78 152.73 0.6945 0.0 19.140 13.292 Vet = 24.07 0.0 152.73 27.311 K Factor= 29.23 88 25.59 1.61 0.0 10.000 20.883 K Factor =5.60 to 120.0 0.0 0.0 0.0 89 25.59 0.0255 0.0 10.000 0.255 Vet = 4.03 89 25.75 1.61 0.0 6.850 21.138 K Factor = 5.60 to 120.0 0.0 0.0 0.0 77 51.34 0.0924 0.0 6.850 0.633 Vet = 8.09 0.0 51.34 21.771 K Factor = 11.00 65 28.36 1.049 0.0 1.000 25.644 K Factor = 5.60 to 120.0 0.0 0.0 -0.433 90 28.36 0.2480 0.0 1.000 0.248 Vet = 10.53 90 0.0 1.049 3E 6.0 4.050 25.459 to 120.0 0.0 6.000 -0.143 91 28.36 0.2484 0.0 10.050 2.496 Vet = 10.53 91 0.0 1.38 0.0 10.000 27.812 to 120.0 : 0.0 0.0 0.0 92 28.36 0.0652 0.0 10.000 0.652 Vet = 6.08 92 29.88 1.38 T 6.0 3.150 28.464 K Factor =5.60 to 120.0 0.0 6.000 0.0 93 58.24 0.2472 0.0 9.150 2.262 Vet = 12.49 93 60.13 2.157 0.0 4.010 30.726 to 120.0 0.0 0.0 0.0 79 118.37 0.1045 0.0 4.010 0.419 Vet = 10.39 0.0 118.37 31.145 KFactor= 21.21 98 29.97 1.61 0.0 11.000 28.636 K Factor = 5.60 to 120.0 0.0 0.0 0.0 99 29.97 0.0342 0.0 11.000 0.376 Vet = 4.72 99 30.16 1.61 T 8.0 5.850 29.012 K Factor =5.60 to 120.0 0.0 8.000 0.0 93 60.13 0.1238 0.0 13.850 1.714 Vet = 9.48 0.0 60.13 30.726 KFactor= 10.85 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ' Final Calculations - Hazen-Williams TITAN FIRE PROTECTION, INC. Page 7 17452 Shiekh - FP Design Revi Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 100 41.13 1.61 0.0 6.080 13.485 K Factor = 11.20 to 120.0 0.0 0.0 0.0 101 41.13 0.0613 0.0 6.080 0.373 Vet= 6.48 101 41.69 1.61 0.0 6.080- 13.858 KFactor= 11.20 to 120.0 0.0 0.0 0.0 102 82.82 0.2238 0.0 6.080 1.361 Vet = 13.05 102 43.69 1.61 2E 8.0 20.670 15.219 K Factor= 11.20 to 120.0 0.0 8.000 0.0 103 126.51 0.4902 0.0 28.670 14.053 Vet = 19.94 103 30.30 2.067 T 10.0 5.610 29.272 K Factor= 5.60 to 120.0 0.0 10.000 -0.433 97 156.81 0.2160 0.0 15.610 3.372 Vet = 14.99 0.0 156.81 32.211 K Factor= 27.63 104 31.55 1.61 0.0 10.000 31.741 K Factor =5.60 to 120.0 0.0 0.0 0.0 105 31.55 0.0376 0.0 10.000 0.376 Vet = 4.97 105 31.74 2.067 T 10.0 3.080 32.117 K Factor= 5.60 to 120.0 0.0 10.000 -0.433 97 63.29 0.0403 0.0 13.080 0.527 Vet = 6.05 97 156.81 2.067 E 5.0 1.000 32.211 to 120.0 0.0 5.000 0.0 96 220.1 0.4043 0.0 6.000 2.426 Vet = 21.04 96 0.0 3.26 2E 14.0 5.420 34.637 to 120.0 0.0 14.000 0.0 94 220.1 0.0440 0.0 19.420 0.854 Vet = 8.46 94 117.87 3.26 2E 14.0 38.590 35.491 to 120.0 2T 30.0 44.000 -0.433 9 337.97 0.0972 0.0 82.590 8.028 Vet = 12.99 0.0 337.97 43.086 K Factor = 51.49 106 58.66 1.61 0.0 4.460 27.428 K Factor= 11.20 to 120.0 0.0 0.0 0.0 107 58.66 0.1184 0.0 4.460 0.528 Vet = 9.24 107 59.22 1.61 T 8.0 9.520 27.956 K Factor = 11.20 to 120.0 0.0 8.000 0.0 94 117.88 0.4301 0.0 17.520 7.535 Vet = 18.58 0.0 117.88 35.491 K Factor = 19.79 ---- Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087