Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
1610 FARADAY AVE; ; FPC2018-0138; Permit
:Ji 101IIi 1 I 11]:iI Print Date: 04/20/2022 Permit No: FPC2018-0138 Job Address: 1610 FARADAY AVE. CARLSBAD, CA 92008-7313 Status: Closed - Finaled Permit Type: FIRE-Construction Commercial Work Class: Fire Sprinklers Parcel #: 2121304300 Track #: Applied: 05/08/2018 Valuation: $238,410.26 Lot #: Issued: 05/29/2018 Occupancy Group: Project #: Finaled Close Out: 02/25/2021 #of Dwelling Units: Plan #: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check #: Inspector: Plan Check #: Final Inspection: Project Title: Description: SCIENCELL RESEARCH LABS - SPRINKLER TI (23 HEADS) Applicant: FPContractor: PACIFIC FIRE SYSTEMS INC PACIFIC FIRE SYSTMES INC MARK KUZ 12316 OAK KNOLL RD, # STE A 12316 OAK KNOLL RD POWAY, CA 92064-5363-SAN DIEGO POWAY, CA 92064-5363 (858) 722-9865 (858) 883-2333 FEE AMOUNT FIRE NFPA 13 or 13R System 7 - 100 heads $536.00 Total Fees: $536.00 Total Payments To Date: $536.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-4665 1 760-602-8561 1 I www.carlsbadca.gov fpno I ~ - oi ~s MATERIAL DATA SUBMITTAL SCIENCELL RESEARCH LABS Tenant Improvement 1610 Faraday Ave. Carlsbad, CA 92008 pC4Fi0 FIRE SYSTEMS, INC. Pacific Fire Systems, Inc. 12316 Oak Knoll Rd. Suite A Poway, CA 92064 (858) 883-2333 Phone • (858) 883-2334 Fax I Job/Owner System No. Engineer Date I FireLock® V34, K8.0 \4tauIic Models V3401, V3402, V3405, V3406 40.15 Standard Spray Upright, Pendent and Recessed Pendent Standard and Quick Response V3405/V3406 0406 V3401/V3402 Recessed Pendent Pendent Upright Approvals/Listings: C® us @ LISTED 0786 CE See Vctauilc Pumicadon 10.01 101 more details. Product Description: These Model V34 standard spray sprinklers are designed to provide a large discharge capacity in a hemispherical pattern for use in commercial applications. 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 may be utilized with a Model V34 recessed escutcheon which provides up to A/19 mm of adjustments. Coverage For coverage area and sprinkler placement, refer to NFPA 13 or applicable standard. Note: Upright models V3401 and V3402 not VNIIPO approved Technical Specifications: Models: V3401, V3402f'34dI1V3406 Style: Pendent, Upright or Recessed Pendent Nominal Orifice Sizy14 mm K Facth8.Jmp./11.5 SI.' 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 0.35 bar/5 psi (VdS for upright only) Temperature Rating: See chart 1 For K-Factor when pressure is measured in Bar, multiply S. I. units by 10.0. . ~41 4 Exaggerated for clarity victaulic.com I Sprinklers I FireLock® I K8.0, V34 I Publication 40.15 victaulic.com I Sprinklers I FireLock® I K8.0, V34 I Publication 40.15 Material Specifications: Upright Deflector: Bronze per UNS 011000 Pendent Deflector: Bronze per UNS C51000 Bulb: Glass with glycerin solution Bulb Nominal Diameter: Standard: 5.0 mm Quick Response: 3.0 mm Load Screw: Bronze per UNS 065100 Pip Cap: Bronze per UNS 065100 Spring: Beryllium nickel Seal: Teflon2 tape Frame: Die cast brass 65-30 Lodgement Spring: Stainless steel per UNS S30200 Accessories Installation Wrench: Open End: V34 Recessed: V34 Sprinkler Finishes: Plain Brass Chrome plated epainted Flat black painted3 Custom painted3 Proprietary Nickel Teflon2 coating3 VC-2504 155, 200, 286SR Only: Wax3 For cabinets and other accessories refer to separate sheet. NOTE: Weather resistant recessed escutcheons available upon request. 2 Teflon is a registered trademark of Dupont Co. UL Listed for corrosion resistance. UL Listed and FM Approved for corrosion resistance victaulic.com I Sprinklers I FireLock® I K8.0, V34 I Publication 40.15 Approvals/Listings: odel APPROVALS/LISTINGS V3401 V3405 V3405 V3402 V3406 V3406 V3406 Orifice Size (inches) 17/32" 17/32° 17/32 17/32" 17/32" 17/32" 17/33" Orifice Size (mm) 14 14 14 14 14 14 14 Nominal K Factor Imperial 8.0 8.0 8.0 8.0 8.0 8.0 Nominal K Factor S.1.1 11.5 11.5 11.5 11.5 11.5 11.5 11.5 Response Standard Standard n arI Quick Quick Quick Quick I Deflector Type Upright Pendent Recessed Upright Pendent Re Recessed Pendent Pendent Pendent Adjustment p94" up to ½" Approved Temperature Ratings F°/C° 135°F/57°C 135°F/57°C 135°F/57°C 155°F/68°C 155°F/68°C 155°F/68°C 135°F/57°C 135°F/57°C cULus 175°F/79°C 175°F/79°C 175°F/79°C 175°F/79°C 175°F/79°C 175°F/79°C 175°F/79°C 200°F/93°C 200°F'93°C 200°F/93°C i 200°F/93°C 200°F/93°C 200°F/93°C 200°F/93°C 286°F/141°C 286°F/141°C 286°F/141°C 286°F/141°C 286°F/141°C 360°F/182°C 360°F/182°C 135°F/57°C 135°F/57°C 135 F/57C 135 F/57C 155°F/68°C 155°F/68°C 135°F/57°C 155 F/68C 155 F/68C 135 F/57 C FM 175°F/79°C 200°F/93°C 175°F/79°C 200°F/93°C 155°F/68°C 175°F/79°C 175 F/79 C 175'F/79'C 175 F/79 C None 200 F/93°C 200°F/93°C 200°F/93°C 286°F/141°C 286°F/141°C 200°F/93°C 286 F/141 C 286 F/141 C 360°F/182°C 360°F/182°C 135°F/57°C 135°F/57°C 135°F/57°C 155'F/68'C 155*F/68*C 155°F/68°C 155°F/68°C 155°F/68°C 135°F/57°C I 135°F/57°C NYC/MEA # 62-99-E 175°F/79°C 175°F/79°C 175°F/79°C 175°F/79°C 175°F/79°C 175°F/79°C 175°F/79°C 200°F/93°C 200°F/93°C 200°F/93°C 200°F/93°C 200°F/93°C 200°F/93°C 200°F/93°C 286°F/141°C 286°F/141°C 286°F/141°C 286°F/141°C 286°F/141°C 360°F/182°C 360°F/182°C 135'F/57'C 135'F/57'C 135°F/57°C 135°F/57°C 135°F/57°C 155'F/68'C 155*F/68*C 155°F/68°C 155°F/68°C 155°F/68°C 135°F/57°C 135°F/57°C CSFM #7690-0531:112 175°F/79°C 175°F'79°C 175°F/79°C 175°F/79°C 175°F/79°C 175°F/79°C 175°F/79°C 200°F'93°C 200°F'93°C 200°F/93°C 200°F/93°C 200°F/93°C 200°F/93°C 200°F/93°C 286°F/141°C 286°F/141°C 286°F/141°C 286°F/141°C 286°F/141°C 360°F/1 82°C 360°F/182°C 135°F/57°C ° 155:F/68:C 135:F/57:C 155°F/68°C 135°F/57°C VN11P07 None 175 F/79C 155 F/68C None 175°F/79°C 175°F/79°C None 200'F/93'C 175'F/79'C 200°F/93°C 200°F/93°C 286°F/141°C 200°F/93°C /141 360°F/182°C 135°F/57°C 135 F/57C 155°F/68°C 155 F/68 VdS 175°F/79°C • None None 175 F/7g C None None None 200°F/93°C 4 286 F/141 C 360°F/182°C 135°F/57°C 155 F/68C 135°F/57°C 17 F/7 ' 155°F/68°C CE None None 175°F/79°C None None None 200°F/93°C 360°F/182°C 286F/141 C 135°F/57°C 13 5F/57C 155°F/68°C 155 F/68C LPCB 175°F/79°C • None None 175 F/79 C None None None 200 F/93 C 286°F/141°C 286 F/141 C 360°F/182°C For K Factor when pressure is measured in Bar, multiply S.I. units by 10.0 6 The density at S = 12m2, H = 2.5 m, shall be a minimum of: 0,014 dm3 / m.s at P = 0,1 MPa; 0.02dm3! m.s at P = 0,3 MPa Note: Listings and Approvals as of printing. All are approved open. vctauiic.com I Sprinklers I FireLock® I K8.0, V34 I Publication 40.15 Dimensions: Li 21/2 t 64 mm I 14/ 45 mm 1 5Ae7 - 33 mm Standard Pendent— V3405, V3406 37 mm/ 17Aa 45 mm! 1 64 mm! W 2½ L Standard Upright— V3401, V3402 X6"/ 18 mm 47 mm 2W/60mm Max. Hole i Min. Hole 1 mm - 1W•/ Typical Ceiling Tile ®P F'' '$ç 29 mm - Finished Surce' 34 mm MAXIMUM RECESS 2 11A6775 mm MAXIMUM EXTENSION ½' Adjustment Recessed — V3405, V3406 (drawing not to scale) 1 5A67 ,-;--- 24mm 16 mm I 47 mm 2%"/6Dmm Max. Hole —t 2751 mm Min. Hole 13A'/ Typical Ceiling Tile 35 mm 1 WI Finished Surface 29 mm MAXIMUM RECESS 2 1SA6"I7S mm —1 MAXIMUM EXTENSION 3%' Adjustment Recessed — V3405, V3406 (drawing not to scale) victaulic.com I Sprinklers I FireLock® I K8.0, V34 I Publication 40.15 Distribution Patterns: Models V3405, V3406 K8.0 Standard Pendent and Recessed Pendent Distribution Patterns - Trajectory i. IIIIIII \ 2' 4' 6' 8' 10' 12' 14' 16 0.6m 1,2m 18m 2Am 3Cm 37m 4.3m 4.9m Models V3401, V3402 K8.0 Standard Upright Distribution Patterns - Trajectory 7 psi 48 kPa 15 psi 103 kPa 30 psi 207 kPa 7 psi 48 kPa 15 psi 103 kPa 30 psi 207 kPa 0.6m 1.2m 1Cm 2.4m 3Cm 37m 4.3m 49m 2' 4 6' a' is' 12' 14' 16' 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. victaulic.com I Sprinklers I FireLock® I K8.0, V34 I Publication 40.15 Ratings: All glass bulbs are rated for temperatures from -65°F (-54°C) to those shown in the table below. Temperature - Maximum Sprinkler Victaulic Nominal Ambient Glass Temperature Part Temperature Temperature Bulb Classification Identification Rating Allowed Color Ordinary A 1350F/570C 100°F/380C Orange Ordinary C 155°F/680C 1 100°F/380C Red Intermediate E 1750F/790C 150°F/650C Yellow Intermediate F 200017/930C 150°F/650C Green High J 2860F/1410C 2250F8/1070C Blue Extra High 7 K 360°F/1 82°C 300°F/1490C Mauve - M Open - No Bulb Standard response only. All are approved open, except for areas designated No." 150°F/65°c if wax coated, Available Wrenches: 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 Reference should always be made to the 1-40 Victaulic FireLock Automatic Sprinklers Installation and Maintenance Sheet for the product you are installing. This installation sheet is included with each shipment of Victaulic products for complete installation and assembly data, and is available in PDF format on our website at 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. Trademarks Victaulic is registered trademark of Victaulic Company. rA FireLock® V36, K5.6 Models V3605, V3606 Dry Type Pendants Standard and Quick Response fl 1 .r' Flush Sleeve and Plain Intermediate Extended Recessed Skirt Barrel Approvals/Listings: LISTED See Victaulic Publication 10.01 for more details. Product Description: The Model V36 Series Dry Type Pendent and Recessed Pendent Sprinklers have been redesigned utilizing stainless steel internal components. The V36 Dry Sprinkler is used in special applications such as freezing environments and conditions where sediment or foreign materials might accumulate in ordinary drop nipples. The Model V3606 and V3605 Intermediate Level Pendent sprinklers incorporate a water shield plate to prevent water from higher level sprinklers from interfering with normal operation. These intermediate level sprinklers are designed for use in intermediate levels of rack storage or other open grate storage arrangements, where they may be exposed to upper level or ceiling level sprinklers. Coverage For coverage area and sprinkler placement, refer to NFPA 13 or applicable standards. 4tauiicr 40.60 Technical Specifications: Models: V3606 and V3605 Style: Pendent, Recessed Pendent or Intermediate Level Pendent Nominal Orifice Size: 1/2 /13 mm Orifice Insert: Stainless steel per UNS S30300 K-Factor: 5.6 Imp./8.1 S.I.' Nominal Thread Size: Y NPT/33.7 mm Max. Working Pressure: 175 psi/1200 kPa Factory Hydrostatic Test: 100% @ 500 psi/3450 kPa Mm. Operating Pressure: 7psi148 kPa Temperature Rating: See chart on page 3. 1 For K-Factor when pressure is measured in Bar, multiply S.I. units by 10.0. Exaggerated for clarity victaulic.com I Sprinklers I FireLock® I K5.6, V36 I Publication 40.60 Material Specifications: Accessories Deflector: Brass per UNS C22000 or Stainless Steel per UNS S30400 Bulb: Glass with glycerin solution Bulb Nominal Diameter: El Standard: 5.0 mm El Quick Response: 3.0 mm Split Spacer: Stainless steel per UNS S30300 Load Screw: Brass per UNS C36000 Pip Cap: Stainless steel per UNS S30300 Spring Seal Assembly: Teflon' coated Beryllium nickel alloy and stainless steel per UNS S30300 Frame: Die cast brass Outer Tube: Galvanized steel pipe Inner Tube: Stainless steel per UNS S30400 Escutcheon/Plate: 1010 - 1018 mild steel and stainless steel Torsion Spring: SST Wire Installation Wrench: Model V36 Open End and Recessed Wrenches fit all V36 Series frames. Sprinkler Finishes: El Plain brass 11 Chrome plated El White painted ' Flat black painted El Custom painted El Proprietary Nickel Teflon' Coated VC-2505 155, 200, 286 SR Only: Wax4 For cabinets and other accessories refer to separate sheet. 2 Teflon is a registered trademark of Dupont Co. Not available on the Intermediate Level Style Pendent. UL Listed for corrosion resistance. UL Listed and FM Approved for corrosion resistance. NOTE: Weather resistant escutcheon available upon request. 40.60 3123 Rev. H Updated 6/2014 © 2014 victaulic Company. All rights reserved. victautic.com 2 1,-..AC__ta_U1iCr victauhccomI Sprinklers I FireLock® I K5.6, V36 I Publication 40.60 Approvals/Listings: Model APPROVALS/LISTINGS 606 Y3606 V3605 V3605 Orifice Size (inches) ½ ½ ½ ½ Orifice Size (mm) 13 13 13 13 Nominal K Factor Imperial 5.6 5.6 5.6 5.6 Nominal K Factor 5.1.6 8.1 8.1 8.1 8,1 Response . .... ....... ................................................................. .......................................... ......... . Quick Standard Standard Deflector Type Pendent Recessed Pendent Pendent Recessed Pendent Approved Temperature Ratings 1355F/57°C 135°F/57°C 135°F/57°C 135°F/57°C cULus 155°F/685C 155°F/68°C 155°F/68°C 155°F/68°C c0FI93C 200°F193°C 200°F193°C 200°F/93°C 28 171rt 286'F/1 41'C 286°F/141°C 2860F/1410C 135°F/570C 155°F/680C 135°F/57°C 135F/57°C 155°F/68°C 135°F/570C FM 200F/93C 155 Ff68 C 200°F/93°C 155 /68C 286°F/141°C 200 F/93 C 286°F/141°C 200 Ff93 C 6 For K-Factor when pressure is measured in Bar, multiply S.I. units by 10. Note: Listings and approval as of printing. Temperatures are listed for all hazards and approved for V3605 and V3606 dry sprinklers up to 48 length. Dimensions: NOTE: The "A" dimension of a dry sprinkler, which extends into a freezer from a wet piping system, must take into account the wall or ceiling thickness of the freezer. See IMPORTANT INSTALLATION INFORMATION later in this document. Tee with same outlet size as sprinkler thread size. See "Important Installation -L Information", later in this 4 -- 1"NPT document "A" (Min, is") " 1½" Min. Dia, " Hole in ceiling WI 3" Dio, Nm Flush Tee with same outlet size as sprinkler thread size, See "Important Installation Information", later in this document — PNPT (Mm. 1W) 1W Plain Barrel Tee with same outlet size Tee with same outlet size as sprinkler thread size, as sprinkler thread size, W See "Important Installation /",\ See "Important Installation Information", later in this Information", later in this - document document fNPT 1'NPT (Min. tWI 1 f4 Mb. Dia. Hole in ceiling Two Piece _____ Escutcheoo" 2W Mm. 4Max. I I -- 411 - F.- 30ff DiS -4 3' Dia.—. Sleeve and Skirt Intermediate Level Pendent Tee with same outlet size Tee with same outlet size a s sprinkler thread size, as sprinkler thread size, See "Important Installation Important Installation InformatiflIr", later in this rmalion", later in this T. NPT document I document in A" 1Mm. 1 Cia. ceiling (Mm. 1~") Collrr 2Min.Dia, +utche HolemnCeiling Esc T TMmn. ceiling cup j 1W Mae. TIA, 'DiaJ Recessed 40.60 3123 Rev. H Updated 6/2014 © 2014 Victaulic Company. All rights reserved. v-ctauUc..om 3 ______ v.ctau!ic..omI Sprinklers I FireLock® I K5.6, V36 I Publication 40.60 Important Installation Information: For detailed installation instructions, see publication 1-40. No. 1 Victaulic Model V36 Series Dry sprinklers should be installed in accordance with NFPA 13. These sprinklers are to be installed using a pipe wrench applied to the outer tube. When this is not possible, the proper sprinkler wrench may be used with extreme care for lengths up to approximately 18. Excessive force may distort the frame thus destroying the unit. No. 2 Dry sprinklers MUST be installed only into the outlet of a cast or malleable iron tee. No. 3 DO NOT install dry sprinklers into any couplings or threaded elbows. In addition, DO NOT install dry sprinklers into any fitting that interferes with thread penetration. NOTE : The end seal of the dry sprinkler MUST NOT bottom out in the fitting. End Seal HEATED SPACE CEaposed Minimum Barrel Length (Refer to Table) Oranreter of hole is dependent upon the type of escutcheon selected. Space mutt be sealed to prevent condensation from per NFPA requirements. See Note Insulation I'IWalIorCeiliofFrzer NOTE: The 'A" dimension of a dry sprinkler, which extends into a freezer from a wet piping system, must take into account the wall or ceiling thickness of the freezer. The minimum length of the dry sprinkler should not be less than the lengths specified in the following table, plus the thickness of the freezer's wall or ceiling ("A" = "c' + "D"). Refer to the drawing for a representation of the 'A" dimension. DO NOT attempt to modify dry sprinklers, since they are manufactured to this specific "A" dimension. The following table is used when the ambient temperature is maintained between 40° F/4° c and 60°F/16°c around the wet piping system. Ambient Temperature Exposed to Discharge End of Sprinkler Exposed Minimum Barrel Length °F/°C inches/mm 40°F/4°C 50°F/i 0°C 61 40 0 0 0 4 0 0 0 30 0 0 0 -i 0 0 0 20 4 0 0 -7 102 0 0 10 8 1 0 -12 203 25 0 0 12 3 0 -18 305 76 0 -10 14 4 1 -23 356 102 25 -20 14 6 3 -29 i 356 i 152 76 -30 16 8 4 -34 406 203 102 -40 18 8 4 -40 457 203 102 -50 20 10 6 -46 i 508 i 254 152 -60 20 10 6 -51 508 254 152 Note: Exposed minimum barrel lengths are inclusive up to 30-mph/48-kph wind velocities CO LD SPACE &aggemredforClarfty TYPICAL SLEEVE AND SKIRT CONFIGURATION FOR EXAMPLE ONLY 40.60 3123 Rev. H Updated 6/2014 © 2014 Victaulic Company. All rights reserved. v.ctauhc.com 4 ________ victauUccom I Sprinklers I FireLock® I K5.6, V36 I Publication 40.60 Distribution Patterns: Models V3606, V3605 Pendent, Recessed Pendent & Intermediate Level Pendent Distribution Patterns - Trajectory 8' 2.4m 6' 1.8 in 4' 1.2 m 2' O.6m 0 7psi 48 kPa 15 psi 103 Wa 30 psi 207 Wa 2' 4' 6' 8' 10' 12' 14' 0.6 m 1.2 in 1.8 m 2.4 m 3.0 m 3.7 m 4.3 m 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. 40.60 3123 Rev. H Updated 6/2014 © 2014 Victaulic Company. All rights reserved. victauHc.com 5 ___________ taulicr Available Wrenches: Model V36 Open End and Recessed Wrenches fit all V36 Series frames. victauliccom I Sprinklers I FireLock® K5.6, V36 I Publication 40.60 Ratings: All glass bulbs are rated for temperatures from -670F/-550C to those shown in table below. Temperature—°F/°C Maximum Sprinkler i Nominal Ambient Temperature Temperature Temperature Glass Bulb Classification Rating Allowed Color Ordinary 13501 100°1 Orange Ordinary 15501 100°1 1 Red Intermediate 20011 150°F/65°C Green Intermediate 28601 2250F/1 070C Blue Extra High 3600F/1 820C 300°F/149°C Purple - Open - No Bulb A 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. O 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: IN 001-610-559-3300. Installation Note Reference should always be made to the I-tOO Victaulic Field Installation Handbook for This product shall be manufactured by Victaulic or to Victaulic specifications. All products the product you are installing. Handbooks are included with each shipment of Victaulic to be installed in accordance with current Victaulic installation/assembly instructions. products for complete installation and assembly data, and are available in POP format Victaulic reserves the right to change product specifications and standard equipment on our website at www.victaulic.com. without notice and without incurring obligations. Warranty Trademarks Refer to the Warranty section of the current Price List or contact Victaulic for details. Victaulic and Firelock® are registered trademarks of Victaulic Company. 40.60 3123 Rev. H Updated 6/2014 © 2014 Victaulic Company. All rights reserved. victautic.com 6 \/ctaulic GENERAL INFORMATION ?owers FASTENING INNOVATIONS GENERAL INFORMATION VERTIGO®+ Rod Hanger Anchor PRODUCT IDESCRIPTION Vertigo+ is a one piece, all steel threaded fastening system for suspending threaded rod in applications such as pipe hanging, fire protection, electrical conduit and cable-trays. They can be installed in base materials including normal-weight concrete and sand-lightweight concrete over steel deck. Vertigo+ accepts threaded rods and bolts in 1/4, 3/8", and 1/2" diameters. Vertigo+ anchors are designed for simple fast installations and reliable performance in cracked and uncracked concrete. GENERAL APPLICATIONS AND USES Hanging Pipe and Sprinkler Systems • HVAC Ductwork and Strut Channels Suspending Conduit and Cable Trays • Suspended Ceilings Lighting Systems and Overhead Utilities FEATURES AD BENEFITS + Simple system for all rod hanging + Lower in-place cost, when compared applications in concrete to traditional anchors + Internally threaded coupler for easy + Can be installed with an adjustable removability of service items torque impact driver + Ease and speed of installation + Consistent performance in high and attachment and low strength concrete SECTION CONTENTS General Information......................1 Material Specifications.................2 Installation Specifications............2 Installation Instructions................3 Performance Data (ASD)...............4 Performance Data (SD) .................5 Ordering Information....................7 CONCRETE VER11GO+' THREAD VERSION Unified course thread (UNC) ANCHOR MATERIALS Zinc Plated Carbon Steel (Yellow Dichromate Finish) ANCHOR SIZE RANGE (TYP.) 1/4,3/8' and 1/2' diameters SUITABLE BASE MATERIALS APPROVALS AND LISTINGS • Normal-weight concrete International Code Concil, Evaluation Service (ICC-ES). ESR-2526. Code compliant with the • Sand-lightweight concrete 2015 IBC, 2015 IRC, 2012 IBC, 2012 IRC, 2009 IBC, 2009 IRC, 2006 IBC, and 2006 IRC • Normal-weight concrete Tested in accordance with ACI 355.2 / ASTM E 488 and ICC-ES AC193 for use in structural over steel deck concrete under the design provisions of ACI 318 (Strength Design method using Appendix D) Go Evaluated and qualified by an accredited independent testing laboratory for recognition in cracked and uncracked concrete including seismic and wind loading (Category 1 anchors) Evaluated and qualified by an accredited independent testing laboratory (fl] LJSTFD for reliability against brittle failure, e.g. hydrogen embrittlement KC-ES_E5R.2526 CONCRETE GUIDE I [Wi [•]k'I CSI Divisions: 0316 00 - Concrete Anchors and 05 0519 - Post-Installed Concrete Anchors. This Product Available In Anchors shall be Vertigo+ as supplied by Powers Fasteners, Inc., Brewster, NY. Anchors shall be installed in accordance with published instruction and the Authority Having Jurisdiction. , 1-'. Li Powers Design Assists Real-Time Anchor Design Software www.powersdesignassist.com 1 www.powers.com ?owers FASTENING INNOVATIONS MATERIAL SPECIFICATIONS MATERIAL SPECIFICATIONS Anchor component Specification Anchor Body / Coupler Head Case hardened low carbon steel Plating Zinc plating according to ASTM B 633, SC1 Type Ill (Fe/Zn 5) Minimum plating requirement for Mild Service Condition INSTALLATION SPECIFICATIONS Installation Table for Vertiao+ Anchor Property/ Ufl, Nominal Anchor Size I Threaded Coupler Diameter (in) 318 112 Setting Information Symbol 114 Nominal anchor shank diameter d0 in. 0.375 0.375 0.375 Nominal drill bit diameter dbit in. Wedge-bit Wedge-bit Wedge-bit 0.385 0.385 0.385 Wedge-bit tolerance range - in. to to to 0.389 0.389 0389 Nominal embedment depth h20 (508) (508) (50.8) Effective embedment ho in.1.425 1.425 1.425 Minimum hole depth h0 Minimum member thickness',' hmin (mm) (102) (102) (102) Overall anchor length Lh (mm) (76) (76) (76) Minimum edge distance'-' c2 in. (mm) 1-3/4 (44) 1-3/4 (44) 1-3/4 (44) Minimum spacing distance'.' Smin ( (6 (6 Critical edge distance1 C. in.2(1 70) 7 Maximum impact wrench power (torque) TSW ft.-lb. 185 (250) 185 (250) 185 (250) Impact wrench I socket size dh in. 11/16 11/16 11/16 Head height - in. 3/4 3/4 3/4 For SI: 1 inch = 25.4 mm, 1 ft-lbf = 1.356 N-m For installations through the soffit of steel deck into concrete, see the installation detail. Anchors in the lower flute may be installed with a maximum 1-inch offset in either direction from center of the flute. In addition, anchors shall have an axial spacing along the flute equal to the greater of 3h. 011.5 times the flute width. For use with the design provisions of ACI 318 Appendix D. Vertigo+ Anchor Detail in Concrete ' 4 4 91 . & •a"i,• . ., . . S..; 4 :hev.ha F :LP0f Hex Coupler Heads 4e 1/4 318" 1/2 Matched Tolerance System - -' BLUE TIP BLUE WEDGE-BIT Designed and tested as a system for consistency and reliability i.powers.com 2 Min. 2-1/2' (Typ) Max. 3-1/2' (Typ) [ I . V. V. ' .V •V. Mm. 21/4 4 4 % Max 1-1/2" V' 1 4, V V V V V V 4. \JJT\V:T ?owers. INSTALLATION INSTRUCTIONS FASTENING INNOVATIONS Step Remove dust and debris from the hole INSTALLATION INSTRUCTIONS Step 1 Using the proper , Wedge-bit size, drill ahole into the base material .' to the required _L depth. The tolerances of the Wedge-bit used must meet the 5 requirements of the published Wedge-bit range Step 3 Select a powered impact wrench that does not exceed the maximum torque. II II Tt,,.,forthe ULAJ selected anchor V diameter Attach r:e an appropriate sized hex socket! driver to the 1 1 impact wrench. Mount the screw anchor head into the socket. Step Drive the anchor into the hole until '•' . .. the head of the anchor comes into : contact with the V member surface. The anchor should be snug after installation. Do not spin the 1 1 hex socket off the anchor to disengage. Insert threaded rod or bolt into Vertigo+. SAND-LIGHTWEIGHT CONCRETE OR NORMAL WEIGHT CONCRETE OVER STEEL DECK (MINIMUM 3,000 PSI) 3/4" Mm. 3-1/4 Mm. ,- Upper Flute (Valley) 'c': ' ': ': V: V ' ' V V 't, 't, V '7 V If V V V Vt, t, ,. I.. 'It '•, '-" .., Max ' ,: •' ; . , Mm. 4-1/2 .. 4 (Typ) \ - Vt, - - !. .• . Anchr(Typ) . :1 Min. 4-1/2" (Typ) Mm. 1-1/4" Lower Flute No. 20 Gage Steel Deck Min.--J Flute Edge SAND-LIGHTWEIGHT CONCRETE OR NORMAL WEIGHT CONCRETE OVER STEEL DECK (MINIMUM 3,000 PSI) Min.- 1-3/4" Vertigo+ (Typ) Anchor (Typ) Mm. 7/8" L_ Upper Flute (Valley) Lower Flute (Ridge) No. 20 Gage Steel Deck F 3 www.powers.com Nominal Nominal Minimum Minimum Concrete Compressive Strength fc Anchor Size !Threaded Anchor Shank Embedment Depth 2,500 psi (17.2 MPa) 3,000 psi (207 MPa) 4,000 psi (27.6 MPa) 6,000 psi (41.4 MPa) Coupler Diameter in.Tension Shear Tension Shear Tension Shear Tension Shear Diameter d, in mm, mm, (mm) lbs lbs lbs lbs lbs lbs lbs lbs (kN) (kN) (kN) (kN) (kN) (kN) (kN) (kN) 1/4 3/8 2-1/8 3,260 2,850 3,570 2,850 4,205 2,850 5,150 2,850 (6.3) (9.5) (54.0) (14.5) (12.7) (15.9) (12.7) (18.8) (12.7) (23.0) (12.7) 3/8 3/8 2-1/8 3,260 4,235 3,570 4,235 4,205 4,235 5,150 4,235 (9.5) (9.5) (54.0) (14.5) (18.9) (15.9) (18.9) (18.8) (18.9) (23.0) (18.9) 1/2 3/8 2-1/8 3,260 4,235 3,570 4,235 4,205 4,235 5,150 4,235 (12.7) (9.5) (54.0) (14.5) (18.9) (15.9) (18.9) (18.8) (18.9) (23.0) (18.9) Tabulated load values are for anchors installed in concrete. Concrete compressive strength must be at the specified minimum at the time of installation. Ultimate load capacities must be reduced by a minimum safety factor of 4.0 or greater to determine allowable working load. Allowable Load Capacities for Vertigo+ in Normal-Weight Concrete (0. Nominal Nominal Minimum Minimum Concrete Compressive Strength f'c Anchor Size Anchor Embedment /Threaded Coupler Diameter Shank Depth 2,500 psi (172 MPa) 3,000 psi (20.7 MPa) 4000 psi (27.6 MPa) 6,000 psi (41A MPa) Diameter in cl,in h Tension Shear Tension Shear Tension Shear Tension Shear ,mm, mm, (mm) lbs tbs. lbs tbs. lbs lbs tbs. tbs. (kN) (kN) (kN) (kN) (kN) (kN) (kN) 1/4 3/8 2-1/8 815 485 890 485 1,050 485 1,290 485 (6.3) (9.5) (54.0) (3.6) (2.2) (4.0) (2.2) (4.7) (2.2) (5.7) (2.2) 3/8 3/8 2-1/8 815 1,060 890 1,060 1,050 1,060 1,290 1,060 (9.5) (9.5) (54.0) (3.6) (4.7) (4.0) (4.7) (4.7) (4.7) (5.7) (4.7) 1/2 3/8 2-1/8 815 1,060 890 1,060 1,050 1,060 1,290 1,060 (12.7) (9.5) (54.0) (3.6) (4.7) (4.0) (4.7) (4.7) (4.7) (5.7) (4.7) 1. Allowable load capacities are calculated using an applied safety factor of 4.0. ?owers FASTENING INNOVATIONS PERFORMANCE DATA (ASD) PERFORMANCE DATA (ASD) Ultimate Load Capacities for Vertigo+ in Normal-Weight Concrete" w.powers.com PERFORMANCE DATA (SD) 2owers FASTENING INNOVATIONS PERFORMANCE DATA (SD) Tension Design Information For Vertigo+ Anchors in Concrete (For use with load combinations taken from ACI 318 Section 9.2)12 Nominal Anchor Size! Threaded Coupler Diameter (in) Design Characteristic Notation Units 1/4" Anchor category 1, 2 or 3 - 1 1 1 Nominal embedment depth hnom in. 2-1/8 2-1/8 2-1/8 STEEL STRENGTH IN TENSION' Minimum specified yield strength of steel fy ksi 36.0 36.0 36.0 insert element (threaded rod or bolt) (N/mm') (248) (248) (248) Minimum specified ultimate strength of steel ksi 58.0 58.0 58.0 insert element (threaded rod or bolt) (N/mm') (400) (400) (400) Effective tensile stress area of steel insert 4 1A 112 e,N sej in' 0.0318 0.0775 0.1419 element (threaded rod or bolt) (mm') (20.5) (50) (91.6) tee strength in tension Steel h N lb (kN) 1,845 (8.2) 4,495 (20) 8,230 (36.6) Reduction factor for steel strength' - 0.65 0.65 0.65 CONCRETE BREAKOUT IN TENSION' Effective embedment hi in. (mm) 1.425 (36) 1.425 (36) 1.425 (36) Effectiveness factor for uncracked concrete k20 - 24 24 24 Effectiveness factor for cracked concrete k0 - 17 17 17 Modification factor for cracked and 1 1 1 uncracked concrete' - See note 5 See note 5 See note 5 Critical d d ritica edge stance in. (mm) 2-3/4 (70) 2-3/4 (70) 2-3/4 (70) Reduction factor for concrete breakout strength' 1 0 - 0.65 (Condition B) PULLOUT STRENGTH IN TENSION (NON-SEISMIC APPLICATIONS)' Characteristic pullout strength, uncracked concrete (2,500 psi)6 Np,2na lb See note 7 See note 7 See note 7 Characteristic pullout strength, N,0 lb See note 7 See note 7 See note 7 cracked concrete (2,500 psiY Reduction factor for pullout strength' - 0.65 (Condition B) PULLOUT STRENGTH IN TENSION FOR SEISMIC APPLICATIONS' Characteristic pullout strength, seismic (2,500 psi)' Np,w1 1 lb (k 1,085 I (4) I Reduction factor for pullout strength' 0 - 0.65 (Condition B) PULLOUT STRENGTH IN TENSION FOR STRUCTURAL SAND-LIGHTWEIGHT AND NORMAL-WEIGHT CONCRETE OVER STEEL DECK Characteristic pullout strength, N lb 1,905 1,990 1,990 uncracked concrete over steel deck'' (kN) (8.5) (8.9) (8.9) Characteristic pullout strength, N lb 1,350 1,410 1,410 cracked concrete over steel deck"1' (kN) (6.0) (6.3) (6.3) Characteristic pullout strength, Np,de.eq lb 1,015 1,060 1,060 cracked concrete over steel deck seismic".' (kN) (4.5) (4.7) (4.7) Reduction factor for pullout strength'0 - 1 0.65 The data in this table is intended to be used with the design provisions of ACI 318 Appendix D; for anchors resisting seismic load combinations the additional requirements of ACI 318 D.3.3 must apply. Installation must comply with printed instructions. All values of 4were determined from the load combinations of UBC Section 1605.2.1, UBC Section 1612.2.1, or ACI 318 Section 9.2. If the load combinations of UBC Section 1902.2 or ACI 318 Appendix Care used, the appropriate value of 0 must be determined in accordance with ACI 318 D.4.5. For reinforcement that meets ACI 318 Appendix D requirements for Condition A, see ACI 318 0.4.4 for the appropriate qifactor. It is assumed that the threaded rod or bolt used with the Vertigo+ anchor will be ductile steel element as defined by ACI 318 Dl. For all design cases use VN = 1.0. The appropriate effectiveness factor for cracked concrete (k0) and uncracked concrete (k0,) must be selected. For all design cases use Vcp = 1.0. For concrete compressive strength greater than 2,500 psi, N = (Pullout strength value from table)*(specified concrete compressive strength/f',n)6' where the value of f',,,i, is 2500 except in concrete over steel deck where the value of f'c,xn is 3000. Pullout strength does not control design of indicated anchors. Do not calculate pullout strength for indicated anchor size and embedment. Anchors are permitted to be used in structural sand-lightweight concrete provided that Ns, Neq and N6 are multiplied by a factor of 0.60 )not required for steel deck). Tabulated values for characteristic pullout strength in tension are for seismic applications and based on test results in accordance with ACI 355.2, Section 9.5, Values for Np,deck are for structural sand-lightweight concrete (f'cvn = 3,000 psi) and additional lightweight concrete reduction factors need not be applied. In addition, evaluation for the concrete breakout capacity in accordance with ACI 318 0.5.2 is not required for anchors installed in the flute (soffit). 11.For 2003 IBC, f replaces fn; N replaces N; t11/,6 replaces h; and Np,.q replaces Np,o. 12. The notation in brackets is for the 2006 IBC. 5 www.powers.com ?owers FASTENING INNOVATIONS PERFORMANCE DATA (SD) Shear Design Information For Vertigo+ Anchors in Concrete (For use with load combinations taken from ACI 318 Section 9.2)12 Nominal Anchor Size I Threaded Coupler Diameter (in.) Design Characteristic Notation Units 1/4 3/8 112 Anchor category 1, 2 or 3 - 1 1 1 Nominal embedment depth hnom in. 2-1/8 2-1/8 2-1/8 STEEL STRENGTH IN SHEAR Steel h h tee strength in ear v ° lb (kN) 1,105 (4.9) 2,695 (12) 3,075 (13.7) Reduction factor for steel strength' - 0.60 0.60 0.60 - CONCRETE BREAKOUT IN SHEAR' Load bearing length of anchor , e in. 1.425 1.425 1.425 (her or 8d0, whichever is less) (mm) (36) (36) (36) Nominal anchor diameter da [d0]'1 in. 0.375 0.375 0.375 Reduction factor for concrete breakout strength' - 0.70 (Condition B) PRYOUT STRENGTH IN SHEAR' Coefficient for pryout strength k (1.0 for hr<2.5 in, _2.0 for h3i2t2.5in) Reduction factor for pryout strength' - 0.70 (Condition B) STEEL STRENGTH IN SHEAR FOR SEISMIC APPLICATIONS Steel strength in shear, seismic' Veq10 lb 1,105 2,000 2,000 Reduction factor for steel strength in shear - 0.60 0.60 060 for seismic applications' STEEL STRENGTH IN SHEAR FOR STRUCTURAL SAND-LIGHTWEIGHT AND NORMAL WEIGHT CONCRETE OVER STEEL DECK' Steel strength in shear, concrete v lb 1,105 1,975 2,495 over steel deck', according to top figure' '" (kN) (4.9) (8.8) (11.1) Steel strength in shear, concrete over vsa.dect.eq lb 1,105 1,480 1,620 steel deck seismic', according to top figure" (kN) (4.9) (6.6) (7.2) Steel strength shear, concrete over steel deck, lb 965 according to bottom figure'' (kN) (4.3) Steel strength shear, concrete over steel deck, vsxdeck,eq lb 965 seismic, according to bottom figure'' (kN) (4.3) Reduction factor for steel strength in shear - 060 0 60 060 for steel deck applications' For SI: inch = 25.4 mm The data in this table is intended to be used with the design provisions of ACI 318 Appendix D; for anchors resisting seismic load combinations the additional requirements of ACI 318 D.3.3 shall apply. Installation must comply with published instructions and details. All values of 0 were determined from the load combinations of UBC Section 1605.2.1, UBC Section 1612.2.1, or ACI 318 Section 9.2. If the load combinations of UBC Section 1902.2 or ACI 318 Appendix Caressed, the appropriate value of 0 must be determined in accordance with ACI 318 D.4,5. For reinforcement that meets ACI 318 Appendix D requirements for Condition A, see ACI 318 D.4.4 for the appropriate 0 factor. It is assumed that the threaded rod or bolt used with the Vertigo+ anchor will be a ductile steel element as defined by ACI 318 Dl. Tabulated values for steel strength in shear must be used for design. These tabulated values are lower than calculated results using equation 0-20 in ACI 318-05 0.6.1.2 and D-18 in ACI 318-02, D.6.1.2. Anchors are permitted to be used in structural sand-lightweight concrete provided that Vb and Vp are multiplied by a factor of 0.60 loot required for steel deck). Reported values for steel strength in shear for seismic applications are based on test results per ACI 355.2 Section 9.6. Values for V,,deck are for structural sand-lightweight concrete (f'r= = 3,000 psi) and additional lightweight concrete reduction factors need not be applied.. In addition, evaluation for the concrete breakout capacity in accordance with ACI 318 D.6.2 and the pryout capacity in accordance with ACI 318 D.6.3 are not required for anchors installed in the flute (soffit). Shear loads for anchors installed through steel deck into concrete may be applied in any direction. For 2003 IBC, f replaces f; V. replaces V.; 0. replaces 0; and V. replaces V.,... The notation in brackets is for the 2006 IBC. See installation details. www.powers.com Tension and Shear Design Strength Cracked Concrete Nominal Anchor Size (in) Nominal Embed. h (in ) Minimum Concrete Compressive Strength 8 c (psi) 2500' 3,000 4,000 6,000 8,000 oNn Tension (tbs.) oVn Shear (tbs.) oNn Tension (lbs.) oVn Shear (ibs) oNn Tension (lbs.) oVn Shear (lbs.) oNn Tension (lbs.) aVn Shear (lbs.) oNn Tension (lbs) aVn Shear (lbs 1/4 21/8 940 940 880 1,030 1,030 965 1,190 1,190 1,115 II 1,455 365 II 1,680 3/8 2-1/8 1,575 1/2 2-1/8 940 880 0 - Anchor Pal out/Pryout Strength Controls P . Concrete Breakout Strength Controls 0- Steel Strength Controls 1,030 965 1,190 1,115 1,455 365 1,680 1 1,575 ORDERING INFORMATION 2owers FASTENING INNOVATIONS Factored Resistance Strength (ON And 0V5) Calculated In Accordance With ACI 318 Appendix D: Tabular values are provided for illustration and are applicable for single anchors installed in normal- weight concrete with minimum slab thickness, ha =hmin, and with the following conditions: - Car is greater than or equal to the critical edge distance, ca (table values based on car = ca. - ca is greater than or equal to 1.5 times cat. Calculations were performed according to ACI 318-11 Appendix D. The load level corresponding to the , controlling failure mode is listed. (e.g. For tension: steel, concrete breakout and pullout; For shear: steel, concrete breakout and pryout). Furthermore, the capacities for concrete breakout strength in tension ..,• and pryout strength in shear are calculated using the effective embedment values, her, for the selected al anchors as noted in the design information tables. Please also reference the installation specifications for . more information. 3- Strength reduction factors (0) were based on ACI 318 Section 9.2 for load combinations. Condition B is assumed. 4 Tabular values are permitted for static loads only, seismic loading is not considered with these tables For designs that include combined tension and shear, the interaction of tension and shear loads must be calculated in accordance with ACI 318 Appendix D. Interpolation is not permitted to be used with the tabular values. For intermediate base material compressive strengths please see ACI 318 Appendix D. For other design conditions including seismic considerations please see ACI 318 Appendix D. Tension and Shear Design Strength Uncracked Concrete Minimum Concrete Compressive Strength, fc (psi) Nominal Nominal Anchor Embed, 2,500 4,000 6.000 8,000 oNn aVn oNn n aNn aVn oNn aVn oNn aVn Size h (in.) (in.) Tension Shear r Tension Shear Tension Shear Tension Shear (lbs.) (lbs.) 4GnShea ) (lbs.) (lbs.) 2-1/8 (lbs.) (lbs.) (lbs.) (lbs.) 1/4 2-1/8 1325 It 3/8 1,230 0 1,6-80 1,560 2,055 • 2,375 1/2 2-1/8 5,325 1,230 1,455 1,350 1,580 1,560 2,055 • 2,375 0- Anchor Pullout/Pryout Strength Controls 0- Concrete Breakout Strength Controls 0 - Steel Strength Controls ORDERING INFORMATION Vertiao+ Rod Hanaer (Carbon Steel w/Blue TiD) Cat No Rod W. and Length Thread Style Pre-Drill Diameter Std. Box Std. Ctn. 71805D 1/4" 3/8" x 2-1/8" 1/2" Wedge-Bolt+ 3/8' Wedge Bit 50 250 718150 3/8" 71825D An SDS 3/8" x 6" Wedge-Bit is included in each box of Vertigo+ Wedge-Bit Cat. No Wedge Bit Description Usable Std. Std. 01316 SDS3/8" x6" 4" 01380 HD Straight Shank 3/8" x6" 4" 5 25 I. -"---- wMN.powers.com 2owers FASTENING INNOVATIONS GENERAL INFORMATION GENERAL INFORMATION SNAKE+® Internally Threaded Screw Anchor 1111111 2 Mi Dili" 0 11 I JI [IIi' The Snake+ anchor is an internally threaded, self-tapping screw anchor designed for performance in cracked and uncracked concrete. Suitable base materials include normal-weight concrete, sand-lightweight concrete and concrete over steel deck. The Snake+ screw anchor is installed into a drilled hole with a power tool and a Snake+ setting tool. After installation a steel element is threaded into the anchor body. GENERAL APPL [t'Ij [s] 111I1 Suspending conduit, cable trays and strut • Pipe supports Interior applications/low level • Seismic and wind loading applications corrosion environment • Fire sprinklers Tension zone areas • Suspended lighting FEATURE k'I'I;1 Ii + Cracked concrete approved alternative to a dropin anchor + Designed for use in holes drilled with standard ANSI carbide drill bits + Anchor design allows for shallow embedment and mechanically interlocks with base material + Internally threaded anchor for easy adjustment and removability of threaded rod or bolt + Fast anchor installation with a powered impact wrench + Hammer not used for installation International Code Council, Evaluation Service (ICC-ES), ESR-2272 for concrete. Code compliant with the 2015 IBC, 2015 IRC, 2012 IBC, 2012 IRC, 2009 IBC, 2009 IRC, 2006 IBC, and 2006 IRC. Tested in accordance with ACI 355.2 and ICC-ES AC 193 for use in structural concrete under the design provisions of ACI 318 (Strength Design method using Appendix D) Evaluated and qualified by an accredited independent testing laboratory for recognition in cracked and uncracked concrete including seismic and wind loading (Category 1 anchor) Evaluated and qualified by an accredited independent testing laboratory for reliability against brittle failure, e.g. hydrogen embrittlement Evaluated and qualified by an accredited independent testing laboratory for supplemental recognition in redundant fastening applications FM Global (Factory Mutual) - File No. 3038104 (see report for sizes) w.approvalguide.com - Pipe hanger components for automatic sprinkler systems CSI Divisions: 03 16 00 - Concrete Anchors and 05 05 09 - Post-Installed Concrete Anchors. Internally threaded anchors shall be Snake+ as supplied by Powers Fasteners, Inc., Brewster, NY. Anchors shall be installed in accordance with published instructions and the Authority Having Jurisdiction. MATERIAL SPECIFICATIONS Anchor Component Specification Anchor Body Case hardened carbon steel Plating Zinc plating according to ASTM B633, Sd, Type Ill (FeIZn 5) Minimum plating requirements for Mild Service Condition SECTION CONTENTS General Information......................1 Material Specifications.................1 Installation Specifications............2 Installation Instructions................3 Performance Data..........................4 Installation Specifications............8 Ordering Information....................9 ( SNAKE+ INTERNAL THREAD VERSION L Unified coarse thread (UNC) ANCHOR MATERIALS + Zinc plated carbon steel body t1li 0' ANCHOR SIZE RANGE (TYP.) 1/4, 3/8 and 1/2 diameters SUITABLE BASE MATERIALS - Normal-weight concrete Sand lightweight concrete Concrete over steel deck rI)E liSTED -ES_ESR-2272 CONCRETE This Product Available In AD Powers Design Assist0 Real-Time Anchor Design Software www.powersdesignassist.com www.powers.com INSTALLATION SPECIFICATIONS 2owers FASTENING INNOVATIONS INSTALLATION SPECIFICATIONS Installation Information for Snake+ Screw Anchor for Single Point Applications, Anchor Property[ Setiflglnformateon Notation Units Nominal Anchor Size __________________ 114" 318" Nominal outside anchor diameter da(d in. (mm) 0.375 (9.5) 0.750o)3 0.500 (12.7) (19.1) Internal thread diameter (UNC) d in. (mm) 0.250 (6.4) 0.375 (9.5) 0.500 (12.7) Minimum diameter of hole clearance in fixture for dh in. 5/16 7/16 steel insert element (following anchor installation) 9/16 Nominal drill bit diameter dbr in. 3/8 ANSI 1/2 ANSI 3/4 ANSI Minimum hole depth h0 in. 2 (51) 2 (51) 2-1/2 (mm) (64) Overall anchor length eanch in. (mm) 1-1/4 (32) 1-1/4 (32) 1-11/16 (43) Minimum nominal embedment depth, hnox in. (mm) 1-5/8 (41) 1-5/8 (41) 2-3/16 (55) Effective embedment het in. (mm) Not Applicable 1.10 (28) 1.54 (39) Maximum impact wrench power (torque) ft-lb. -m) 120 (163) 345 1 (468) 345 (N 1 (468) Maximum tightening torque of steel insert Tmu ft-lb. 4 8 36 element (threaded rod or bolt) (N-m) (6) (11) (49) Anchors Installed in Concrete Construction2 Minimum member thickness' hmin in. (mm) Not Applicable 4 (102) 4 (102) Critical edge distance' cx in. (mm) Not Applicable 3 (76) 4 (102) Minimum edge distance cxv in. (mm) Not Applicable' 3 (76) 4 (102) Minimum spacing distance' Sxn in. (mm) Not Applicable' 3 (76) 4 (102) Anchors Installed in the Topside of Concrete-Filled Steel Deck Assemblies' Minimum member topping thickness hn,d in. (mm) Not Applicable' 3-1/4 (83) Not applicable Critical edge distance Caxdeck,top Not AppIicabIe (76) Not applicable Minimum edge distance crnix ,aevtop in. (mm) Not Applicable 3 (76) Not applicable Minimum spacing distance 5rxin,deck,xp Not Applicable (76) Not applicable The information presented in this table is to be used in conjunction with the design criteria 01 ACI 318 Appendix D. For installations through the soffit of steel deck into concrete, see installation detail. Anchors in the lower flute may be installed with a maximum 1-inch offset in either direction from center of the flute. In addition, anchors shall have an axial spacing along the flute equal to the greater of 3hf or 1.5 times the flute width. The notation in parenthesis is for the 2009 IBC. The 1/4-inch diameter anchor is limited to redundant fastening design only. For 3/8-inch diameters installed in the topside of concrete-filled steel deck assemblies, steel installation detail. Dimensional Sketch for Snake+ Screw Anchor Installed with Steel Insert Element RMW Do not exceed Do not exceed w.powers.com Installation Detail for Snake+ in the Topside of Concrete-Filled Steel Deck floor and Roof Assemblies' SAND-LIGHTWEIGHT CONCRETE OR NORMAL WEIGHT CONCRETE OVER STEEL DECK (MINIMUM 2,500 PSI) Snake* Anchor Min. 3-1/4' r v 'u '.c MI nYP ?/2 \ Mm. 4-112 ITyp) Mm. 12 C.C. )1yp) Upper Flute (Valley) Lower Flute (Ridge) J No. 20 Gage Steel Deck Mm. 1. 318-inch diameter anchors may be placed in the topside of steel deck profiles provided the minimum topping thickness, minimum spacing distance and minimum edge distance are satisfied. 2owers FASTENING INNOVATIONS INSTALLATION INSTRUCTICNS INSTALLATION INSTRUCTIONS Step 1 Using the proper drill bit size, drill a hole into the base material to the required depth. The tolerances of the carbide drill bit used should meet the requirement of ANSI Standard B212.15. Step 2 Select a powered impact wrench that does not exceed the maximum torque, Tu,, for the selected anchor diameter Attach the Snake+ setting tool supplied by Powers Fasteners to the impact wrench. Mount the anchor onto the setting tool. Step 3 Drive the anchor into the hole until the shoulder of the Snake+ setting tool comes into contact with the surface of the base material Do not spin the setting tool off the anchor to disengage. Step 4 Insert threaded rod or a bolt into the Snake+, taking care not to exceed the maximum specified tightening torque of the steel insert element, T. Minimum thread engagement should be at least one anchor diameter Installation Detail for Snake+ Installed in the Soffit of Concrete over Steel Deck floor and Roof Assemblies' STRUCTURAL SAND•UGHIWEIGHT CONCRETE OR NORMAL WEIGHT CONCRETE OVER STEEL DECK (MINIMUM 3,000 PSI) [in. Clearance 7 Mm. Upper Flute (Valley) c., c. f.., Max 1,: : MI/2 Min. 4-1/2"' J U Min. 12H (Typ) Lower Flute (Ridge No. 20 Gage Steel Deck I Flute 1. Anchors may be placed in the upper flute or lower flute of the steel deck profiles provided in minimum hole clearance 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. www.powers.com 2owers PERFORMANCE DATA FASTENING INNOVATIONS cracked concrete )2,5UU psi)- . (KN) I (1.4) Reduction factor for pullout strength' - I 0.65 (Condition B) PULLOUT STRENGTH IN TENSION FOR SEISMIC APPLICATIONS' Characteristic pullout strength, seismic (2500 psi) Np,eq lb See note 7 1,665 Reduction factor for pullout strength' 1 - Condition B = 0.65 PULLOUT STRENGTH IN TENSION FOR SOFFIT OF SAND-LIGHT WEIGHT AND NORMAL-WEIGHT CONCRETE OVER STEEL DECK Characteristic pullout strength, Np,deck,33c3 lb 1,515 1,625 uncracked concrete over steel deckcbo (kN) (6.7) (7.2) Characteristic pullout strength, Np,& b lb 1,075 1,300 cracked concrete over steel deck'" (kN) (4.8) (5.8) Characteristic pullout strength, N p,dedc.eq lb 1,075 1,300 cracked concrete over steel deck, seismicb,9,1 (kN) (4.8) (5.8) Reduction factor for pullout strength, ,, - Condition B = 0.65 concrete over steel deck' t,t) The data in this table is intended to be used with the design provisions of ACI 318 Appendix D; for anchors resisting seismic load combinations the additional requirements of Section 0.3.3 shall apply. Installation must comply with published instructions and details. All values of 0 were determined from the load combinations of ACI 318 Section 9.2. If the load combinations of ACI 318 Appendix Care used, the appropriate value of 0 must be determined in accordance with ACI 318-11 Section D.4.4. For reinforcement that meets ACI 318 Appendix D requirements for condition A, see ACI 318-11 0.4.3 for appropriate 0 factor. It is assumed that the threaded rod or bolt used with the Snake+ anchor will be a steel element as defined by ACI 318 Section Dl. However, the anchor steel is considered a brittle steel element in tension as defined by ACI 318. 0.1. Tabulated values for steel strength in tension must be used for design. For all design cases use LLkN = 1.0. Select appropriate effectiveness factor for cracked concrete (k,,) or urcracked concrete )k=,,). For all design cases use (./1r = 1.0. For concrete compressive strength greater than 2,500 psi, Np. = (Pullout strength value from table)*(specified concrete compressive strength/2500)". For concrete over steel deck the value of 2,500 must be replaced with the value of 3,000. Pullout strength will not control design of indicated anchors. Do not calculate pullout strength for indicated anchor size and embedment. Anchors are permitted to be used in sand-lightweight concrete provided that Ns and Np. are multiplied by a factor of 0.60 (not required for steel deck). Reported values for characteristic pullout strength in tension for seismic applications are based on test results per ACI 355.2, Section 9.5. to.Values for are for sand-lightweight concrete )f',.,,n = 3,000 psi) and additional lightweight concrete reduction factors need not be applied. In addition, evaluation for the concrete breakout capacity in accordance with ACI 318 Section 0.5.2 is not required for anchors installed in the flute (soffit). 11 The notation in brackets is for the 2006 IBC. w.powers.com *2owers FASTENING INNOVATIONS PERFORMANCE DATA lb ASTMA36 770 ( 1,995 (8 Steel strength in shear, concrete over steel deck, seismic V*e,de*eq ASIM A193, 1,665 (kN) Grade B7 (7.4) - Reduction factor for pullout strength, - Condition B = 0.60 The data in this table is intended to be used with the design provisions of ACI 318 Appendix D; for anchors resisting seismic load combinations the additional requirements of ACI 318 0.3.3 shall apply. Installation must comply with published instructions and details. All values of Owere determined from the load combinations of IBC Section 1605.2. or ACI 318 Section 9.2. lithe load combinations of ACI 318 Appendix C are used, the appropriate value of 0 must be determined in accordance with ACI 318-11 D.4.4. For reinforcement that meets ACI 318 Appendix D requirements for Condition A, see ACI 318-11, D.4.3 for the appropriate 0 factor. It is assumed that the threaded rod or bolt used with the Srake+ anchor will be a ductile steel element as defined by ACI 318 D.1. Tabulated values for steel strength in shear must be used for design. These tabulated values are lower than calculated results using equation D-29 in ACI 318-11 (DC-20 in ACI 318-08 and ACI 318-05) and ACI 318 0.6.1.2. Anchors are permitted to be used in sand-lightweight concrete provided that Vb is multiplied by a factor of 0.60 (not required for steel deck).. 1. Tabulated values for steel strength in shear are for seismic applications and based on test results in accordance with ACI 355.2 Section 9.6. Tabulated values for Vv are for sand-lightweight concrete )f'c,,n = 3,000 psi) and additional lightweight concrete reduction factors need not be applied. In addition, evaluation for the concrete breakout capacity in accordance with ACI 318 D.6.2 and the pryout capacity in accordance with ACI 318 0.6.3 are not required for anchors installed in the deck soffit (flute). Shear loads for anchors installed through steel deck into concrete may be applied in any direction. 10.The notation in parenthesis is for the 2006 IBC. www.powers.com 5 Tension and Shear Design Strengths Installed in Cracked Concrete 2owers PERFORMANCE DATA FASTENING INNOVATIONS Factored Design Strength (øNn And OV) Calculated In Accordance With ACI 318 Appendix D: Tabular values are provided for illustration and are applicable for single anchors installed in normal- weight concrete with minimum slab thickness, ha = hmin, and with the following conditions: - cai is greater than or equal to the critical edge distance, Ca (table values based on Cat = U). - ca2 is greater than or equal to 1.5 times Cal. Calculations were performed according to ACI 318-11 Appendix D. The load level corresponding to the controlling failure mode is listed. (e.g. For tension: steel, concrete breakout and pullout; For shear: steel, ..•.,.. . ,, concrete breakout and pryout). Furthermore, the capacities for concrete breakout strength in tension V - and pryout strength in shear are calculated using the effective embedment values, hef, for the selected in the design information tables. Please the installation for anchors as noted also reference specifications more information. Strength reduction factors (0) were based on ACI 318 Section 9.2 for load combinations. Condition B is assumed. -- Tabular values are permitted for static loads only, seismic loading is not considered with these tables... f. - PM-.a For designs that include combined tension and shear, the interaction of tension and shear loads must be calculated in accordance with ACI 318 Appendix D. Interpolation is not permitted to be used with the tabular values. For intermediate base material compressive strengths please see ACI 318 Appendix D. For other design conditions including seismic considerations please see ACI 318 Appendix D. Tension and Shear Design Strengths Installed in Uncracked Concrete Steel Minimum Concrete Compressive Strength, f'c (psi) 2,500 1 3,000 1 4,000 I 6,000 8,000 Nominal Nominal Insert Anchor Embed. Element Nn thvn iiNn divn Nn I thvn I Nn I cbvn I Nn I thvn Size (in.) h (In.) (Threaded Rod or Bolt) Tension Shear Tension Shear Tension I Shear I Tension I Shear I Tension I Shear (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) ASTMA36 900 *1 985 ii 1140 II 1,395 1,610 '1 318 1-5/8 ASTMA193 B7 900 1,140Grade i,00 1,395 1,610 1/2 2-3/16 ASIM A36 1,865 • 2,040 2355 2,885 3,335 D - Anchor Pullout/Pryout Strength Controls ED - Concrete Breakout Strength Controls M - Steel Strength Controls 6 www.powers.com 2owers FASTENING INNOVATIONS PERFORMANCE DATA REDUNDANT %1 IlG APPLICATIONS For an anchoring system designed with redundancy, the load maintained by an anchor that experiences failure or excessive deflection can be transmitted to neighboring anchors without significant consequences to the fixture or remaining resistance of the anchoring system. In addition to the requirements for anchors, the fixture being attached shall be able to resist the forces acting on it assuming one of the fixing points is not carrying load. It is assumed that by adhering to the limits placed on n, n2 and n3 below, redundancy will be satisfied. Anchors qualified for redundant applications may be designed for use in normal weight and sand-lightweight cracked and uncracked concrete. Concrete compressive strength of 2,500 psi shall be used for design. No increase in anchor capacity is permitted for concrete compressive strengths greater than 2,500 psi. The anchor installation is limited to concrete with a compressive strength of 8,500 psi or less. Redundant applications shall be limited to structures assigned to Seismic Design Categories A or B only. Redundant applications shall be limited to support of nonstructural elements. N,,mbe, of Anchorage Points on1 a..".. Strength Design (Redundant Fastening): For strength design, a redundant system is achieved by specifying and limiting the following variables ni = the total number of anchorage points supporting the linear element n2 = number of anchors per anchorage point = factored load at each anchorage point, lbs., using load combinations from IBC Section 1605.2.1 or ACI 318 Section 9.2 Strength Design (SD) Design values for use with strength design shall be established taking dlra • Era. Allowable Stress Design (Redundant Fastening): Design values for use with allowable stress design shall be established taking Rd, ASD = 4ra•Fra Where o is the conversion factor calculated as the weighted average of the load factors from the controlling load combination. The conversion factor, o is equal to 1.4 assuming all dead load. See redundant fastening design information table for Snake+ design resistance. w.powers.com INSTALLATION SPECIFICATIONS ?owers FASTENING INNOVATIONS INSTALLATION SPECIFICATIONS Installation Information for Snake+ Screw Anchor in Redundant Fastening Applications Anchor Property! Setting Information Notation Units Nominal Anchor Size 114 318 112 Nominal drill bit diameter dat in 8 ANSI si ANSI Nominal embedment depth hnam in. 1-5/8 (41) 1-5/8 (41) 2-3/16 (mm) (55) Effective embedment het in. 1.10 (28) 1.10 (28) 1.54 (mm) (39) Minimum hole depth h0 in 2 (51) 2 (51) 2-1/2 (mm) (64) Minimum concrete member thickness hat in. (76.2) (76.2) (76.2) Overall anchor legnth Zanch in. 1-1/4 (32) 1-1/4 (32) 1-11/16 (mm) (43) Minimum edge distance, redundant fastening' Cmin = Cac (mm) (102) (102) (102) Minimum spacing distance, redundant fastening' 5min (r (203) (203) (203) Maximum tightening torque of steel insert element (threaded rod or bolt) man T .ft-lb. (N-m) 4 (6) 8 (11) 36 (49) Maximum impact wrench power (torque) TSUM ft-lb. -m) 120 (163) 345 (468) 345 (N (468) 1. Tabulated minimum spacing and edge distances are applicable only for redundant fastening applications. Redundant Fastening Design Information for Snake+ Anchors' 43 Anchor Property! Notation Units ____________________ Nominal Anchor Size 3/8 Setting Anchor category 1,2 or 3 - 1 1 1 Nominal embedment depth hncm (mm) (41) 26 CHARACTERISTIC STRENGTH (RESISTANCE) INSTALLED IN CONCRETE Number of Number of Number of anchorage points anchorage points anchorage points (2,500psi) cracked or uncracked concrete Fm lb ni 2: 4 ni 2! 3 flr 2: 4 ni 2: 3 ni . 4 ni ~: 3 550 360 675 450 675 450 1 (2.5) (1.6) (3.0) (2.0) (3.0) (2.0) Effective tensile stress area I - I 0.65 CHARACTERISTIC STRENGTH (RESISTANCE) FOR SAND-LIGHTWEIGHT AND NORMAL WEIGHT CONCRETE OVER STEEL DECK' Number of Number of Number of anchorage points anchorage points anchorage points Resistance, cracked or uncracked concrete over steel deck (2500 psi) an lb (kN) fl ~'. fir ~ ni ~ ni ~ ) ni ~ 'e ft 2! 550 360 675 450 675 450 (2.5) (1.6) (3.0) (2.0) (3.0) (2.0) Strength reduction factors - 0.65 The data in this table is intended to be used with the design provisions of this product; loads may be applied in any direction. Installation must comply with published instructions and details. All values of 0 were determined from the load combinations of IOC Section 1605.2.1, or ACI 318 Section 9.2. It is assumed that the threaded rod or bolt used with the Snake+ anchor has minimum specified properties as listed in the table above or an equivalent steel element. Anchors are permitted to be used in structural sand-lightweight concrete, provided the resistance value is multiplied by 0.6. www.powers.com Carbon Steel Snake+ Screw Anchor Cat. No. Anchor Size Embedment Internal Thread Depth Std. Box Std. Ctn. 640USD 1/4 1-5/8 11/32 100 1,000 6401S0 3/8' 1-5/8' 23/32 50 500 640350 1/2' 2-1/2" 15/16' 50 300 1. Each box comes with one free setting tool Settina Tool for Snake+ Screw Anchor Cat No. Anchor Size std. Ctn. 6402SD 1/4' 1 6407SD 3/8" 1 640450 1/2 1 ,*.~ 2owers FASTENING INNOVATIONS ORDERING INFORMATION Ultimate Tension Load Canacities for Snake+ in Normal-Weiaht Uncracked Concrete' 1,1.4 Minimum f'c = 2,500 ps. (17.2 MPa) Minimum Concrete Compressive Strength Anchor ft = 3,000 psi (20.7 MPa) ft = 6.000 psi (41.4 MPa) Nominal Embedment Diameter Depth Tension Shear Tension Shear Tension Shear Ifl. (mm) lbs. lbs. lbs, lbs. lbs. lbs. (kN) (kN) (kN) (kN) (kN) (kN) 1/4 1-5/8 2,130 1,045 2,335 1,045 (41) (9.5) (4.6) (10.4) (4.6) - 3/8 1-5/8 2,165 1,045 2,370 1,045 3,190 1,045 (41) (9.7) (4.6) (10.6) (4.6) (14.2) (4.6) 1/2 2-3/16 5,590 2,050 6,125 2,050 7,240 2,050 (55) (24.9) (9.1) (27.3) (9.1) (32.0) (9.1) Tabulated load values are for anchors installed in concrete. Concrete compressive strength must be at the specified minimum at the time of installation. Ultimate load capacities must be reduced by a minimum safety factor of 4.0 or greater to determine allowable walking load. The tabulated load values are applicable to single anchors in uncracked concrete installed at critical spacing distance between anchors and at critical edge distance. Ultimate shear capacity is controlled by steel strength of ASTM A36 element for equivalent). ORDERING INFORMATION w.powers.com 9 U kA r1 i1TJtI41 I1 JE IK1* i ASTM A135, Grade A Eddythread Sprinkler Pipe receives an 00 mill coating of water-based ASTM A795, Type E, Grade A paint which has corrosion protection expected with a painted carbon Pressure rated to 300 psi steel product, i.e. it would be expected to resist corrosion for an Underwriters Laboratories— extended and indefinite period in a clean and dry environment and, United States of America as environmental conditions deteriorate, the corrosion protection Underwriters Laboratories—Canada would also diminish. Factory Mutual Eddythread Sprinkler Pipe (black) receives an ID mill coating of Eddy NFPA-13 Guard II MIC preventative coating. EG2 has been tested at NFPA-13R independent laboratories to resist bacterial growth and maintain NFPA-14 minimal bacterial count after multiple flushes (25) of the pipe. CIVIL DEFENSE APPROVAL— Eddythread Sprinkler Pipe when Hot Dip Galvanized by ASTM Al 23 United Arab Emirates and supplied by Bull Moose Tube is UL listed and FM approved. Made in the United States of America ur ::'1ou UL, ULC & FM listed for roll-groove, plain-end and welded joints for wet. dr Every length of Bu I Moose fire sprinkler pipe features large, easy-to- preaction and deluge sprinkler systems. read, continuous stenciling, clearly identifying the manufacturer, type LEEO v4 Certified of pipe, size, and length. o.O.(ln) 1295 a315J 1083 - ----------------- i.&so 1.418 1.654 2.123 Empty Weight (lb/ft) 1.451 2.070 2S47 3.308 Water Filled Weight (lb/ft) 1.860 2.154 3A68 4.842 t.R.R.* 1.00 1.00 1.00 1.00 Pieces off lJft 70 51 44 30 Locations Comments ) Eddythread - Black Eddythread - Hot Dip Galva -iized BULL]V[QOSETUBE.COM H ,:.:)t;-:J A Lightweight Schedule 40 Replacement Pipe That Has a Corrosion Resistance Ratio of 1.0 Bull Moose Tube Company has been making pipe for a long time and is recognized as a producer of quality pipe products. Eddythread 40 is designed with the same thoroughness as our other fine pipe products and now our customers have an option to buy a carefully designed replacement for Schedule 40 that: Has a Corrosion Resistance Ratio of 1.0 Has a Pressure Rating of 300 psi Is Lighter Weight Than Schedule 40 Is Approved by Factory Mutual and Listed by Underwriters Laboratories Is Produced in Accordance to ASTM A-I 35 and A-795 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, Dry, Preaction, and Deluge Type Sprinkler Systems* Offers Lower Freight Costs EDDYTHREAD 40 SPECIFICATIONS L ±J 1 1.461 1083 70 1 1/4 2.070 1.418 51 11/2 2.547 1654 44 2 3.308 2123,. 30 CORROSION RESISTANCE RATIOS 1 1.00 1.00 11/4 100 100 1 1/2 1.00 1.00 2 1.00 1.00 * Eddythread 40 can be hot dipped galvanized to meet FM's requirement for dry systems - - - - - —m 1819 Clarkson Road For additional information, (N 6 u A Chesterfield, MO 63017 contact your salesperson today at C L US BULL MOOSE TUBE COMPANY (800) 325-4467 (800) 325-4467 or (636) 537-2600 LWED FAX: (636) 537-2645 in the USA, or from Canada ______ www.bullmoosetube.com call (800) 882-4666 <~> A (CflEO company e-mail:sa1es(dbuJ1moosetube.corn APPROVED All information contained herein is accurate as known at the time of publication. Bull Moose Tube reserves the right to change product specifications without notice and without incurring obligation. 8/08 NGSTM Product Spedfcations Hole-Cut System MODEL V-723 SADDLE-LET (Small Mechanical Tee) r-c- TheModel 723 Saddle-Let is the ideal outlet fitting for direct connections to sprinkler heads, drop nipples and or gauges. No need for welding, just cut or drill a hole at the - - - A '------ desired outlet location. Position the Saddle-Let so that the locating collar fits within the hole and secure with the U-bolt and nuts. The Saddle-Let comes with a standard black finish or as an option can be supplied electro zinc plated or painted orange. The Saddle- U Let allows full bore flow and is pressure rated to 300 psi (20 bar). c®Us <::@> LISTED APPROVED Hole -lob 018. Din en o,-nan/in Take-Out Nonuisal Size +16 01+0 063 -O T soft Size Bolt Torque Weight nnulin mm/in A B C mm/in in N M/Lb Ft Kgs/Lbs 32 it 15 30 53.0 89.0 56.0 35.0 20- 30 0.4 1.25x0.5 118 208 - 3.50 .2.20 1.55 U-90O 1522 0.9 32 x 20 30 53.0 89,0 56.0 35.0 3/80 20-30 04 1.25 it 0.75 1.18 2.08 3.50 2.20 1.38 U-Bolt 15-22 0.9 32 it 25 30 56,0 89.0 56.0 38.0 3/80 20-30 0.4 1.25 it 1 1.18 2.20 3_50 2.20 1 1.50 U-Bolt 15 -22 0.9 40 it 15 30 55.0 89.0 56.0 35.0 3/8 20-30 0.4 15 80.5 1.18 2.16 3.50 2.20 1.38 U-9olt 15 22 0.9 40x 20 30 55.0 89.0 56.0 350 3/8a 20-30 0.4 15it075 118 116 350 220 135 38 Ii 15 22 09 40 x 25 30 58.0 89.0 56.0 38.0 3/8a 20-30 0.4 1.5 it 1 1,18 2.28 1 3.50 2.20 150 U-Bolt 15-22 0.9 50 X 15 30 64.0 98.0 56.0 42.0 3/80 20-30 0.4 2 it 0.5 1,18 2,51 3.85 2.20 1 165 U-Bolt 15-22 0.9 SOX 20 30 64.0 98.0 56.0 42.0 3/8w 20-30 0.4 2 xo.75 1.18 2.51 3.85 2.20 1.65 U-Bolt 15-22 0.9 5D 25 30 67.0 98,0 56,0 45.0 3/8a 20-30 0.4 2 it 1 118 263 385 220 177 U Bolt 15 22 09 65 it 15 30 69.0 111.0 56,0 51.0 3/8a 20-30 0.4 2.5 it 0,5 1.18 2,71 4,37 2.20 2.00 U-Bolt 15 -22 0.9 65 x 20 30 69.0 111.0 56.0 51.0 3/8a 20-30 0.4 2.5 it 0.75 138 2.71 4.37 2.20 2.00 U-Bolt 15-22 0.9 65x25 30 72.0 111,0 56.0 54.0 3/8a 20-30 0.5 25 it 1 118 283 437 220 213 U Bolt 15-22 11 Hole diameters listed are suggested hole saw diameters. T: Take-out (Center of ntis to end of pipe to be engaged) Trusted above all.TM 25 N11 I ri w4i SMITH.. COOPER <@> IN TERN ATIONAL Ductile Iron Threaded Fittings C ® us * ALL FITTINGS 100% AIR TESTED * ASME/ANSI B16.3 10 FM * ISO 9001:2000 MANUFACTURER * ASTM A536 Grade 65,45,12 <~~- > LISTED * LISTED/APPROVED AT 500 PSI * ASME/ ANSI B 1.20.1 APPWWFD fltwi,ile Iran Rvill HP2d Tee Diwfile !ruin RMurina Tee Flure '5RT Figure35BT 3/4 x 3/4 x I T 1.45 137 0.68 1 x I x 1-1/4 1.67 1.67 1.58 0.97 1 x I x 1-1/2 1.80 1.80 1.65 1.14 1-1/4xlx1-1/2 1.88 1.80 1.82 1.43 1-1/4 x 1-1/4 x 1-1/2 1.8811,881 1.82 1.52 1-1/4x1-1/4x2 2.10 -1/2x1-1/4x2 2.16 1-1/2x1-112x2 2.16 M11 1 2 x 2 x 2-1/2 fludik Iron Hex I(dnchw CounIinr Figure 35RC Size T W IJ 1 x 1/2 1.69 0.40 1x3/4 1.69 1-114x314 2.06 0.53 2x1 (not hex) 1TT 0.53 rhir#4 To Irnri ('mae £ RpAvtr;ncr irrnaa Figure 35X Size T T 4 A •. A • e B 1 1.50 1.50 0.97 1-1/4 1.75 1.75 1.59 1-112 1.94 1.94 1.89 25 2.26 1 293 Figure 35 Size 1-114x1 1.671 1.58 125 TO x 1 1.801 1.66 T flii41ø lrnn P1iia Figure 35SP - Size T Wf _______ _ __ 4 I /2 0.94 0.10 /4 1.12 0.18 1.25 0.28 -1/4 1.37 0.50 -1/2 1 144 0.70 Size T /4x3/4x 1/2 1,20 1.20 1.22 0.46 x1/2x1 1.50 1.36 1,50 0.70 x314x314 1.38 1.31 1.45 0.68 x 3/4 x 1 i 1 . TU oi x x112 .261 1.261 1.36 0.66 ff1x314 :i -114x112x1-1/4 1.75 1.53 1.75 1.04 -1/4x3/4x1-1/4 1.75 1.62 1.75 1.09 -1/4x1 x 1/2 1.34 1.26 1.53 0.81 1-1/4 x 1 x3/4 1.45 1.38 1.631 0.90 1-1/4xlx1 1.681 1.50 1.691 1.03 1-1/4x1x1-1/4 1.69 1.75 1.10 1-1/4 x 1-1/4 x 1/2 1.34 1.53 0.87 1-1/4x -1/4x3/4 4344 j• • 1-1/4x1-1/4x1 i T 1-1/2x i.58 i7 /2x1-114 1! 17 f-1]2x /2 x 1-1/2 1. 1.42 1-1/2x3/4x1-1/4 1 1.94 71~15 1.88 1.42 1-1/2x3/4x1-1/2 1.47 1-1/2x .94 1.94 xl/2 1 1.69 0.97 1-1/2xx3/4 1.50 1.44 1.75 1.14 1-112 iix I 1 T 1.86 1.141 1-1/2xlx1-1/4 1.82 1.67 1.88 1.47 -1/2 x I x 1-1/2 1.941 T T -1.52 -1/2 x 1-1/4 x 1/2 1.41 - 1.34 1.66 Tb -1/2x1-1/4x3/4 152 1.45 1.75 1.10 -1/2x1-1/4x1 1.65 1.58 1.80 1.31 -1/2 x 1-1/4 x 1-1/4 1.82 1.75 1.881 1.52 -1/2 x 1-1/4 x 1-1/2 1.94 Th 1.941 1.50 -1/2 x 1-1/2 x 1/2 TT TT 1.661 1.14 -1/2 x 1-1/2 x 3/4 1.52 1.52 1.75 1.23 -1/2x'1-1/2x1 1.65 1.65 1.80 1.38 -1/2 x 1-1/2 x 1-1/4 T T X fx 2 2x1-1/4x2 - 2.25 2.10 2.25 2.31 x 1-1/2 x 1/2 T TT T T3 x 1-1/2 x 3/4 1.60 T3 T7 TT X 1-1/2 x 1.73 1.65 2.02 1.65 2x1-1/2x1-1/4 1.90 1.82 2.10 2.03 2x1-112x1-1/2 2.02 1.94 2.16 2.37 2 x 1-112 x 2 2.25 2.16 2.25 2.53 2x2x112 1.49 1.49 1.88 1.50 x 2-x 3/4 - T T -1W 1T7 x 2 x 1 1.73 1.73 2.02 1.91 x2x1-114 1.90 1.90 ;2.10 2.05 x 2 x i-ii TiT 4j SMITH - COOPER 4 . IN TER NATIONAL '-v. S Ductile Iron Threaded rithngs c®us *ALL FnTfl.4GS 100% AIR TESTED *AS/ ANSI 016.3 * ISO 9001:2000 MANUFACTURER * ASTM A536 Grade 65,45,12 "<F M> LISTED * LISTED/APPROVED AT 500 PSI * ASME/ ANSI B 1.20.1 APPROVW 0 - fliuiiTu QflO Figure 35E Size' I T Wat A j 1 112 1.13 0.24 314 1.31 0.40 1 1.50 0.64 1-1/4 175 0.95 1-1/2 194 1.24 2 12.25 1.74 2.70 3.28 fliiitilp Iwuii Rpdiwita Qfl° Plhnw Figure 35RE Size T Y Wif '±d f 314x1/2 1.22 1.20 0.33 1x1/2 1.36 1.26 0.44 1x3/4 1,45 1.38 0.53 1-1I4x1/2 1.53 1.34 0.64 1-1/4x314 1.63 1.45 0.75 1-1/4x1 1.67 1.58 0.77 1-1/2 x 1/2 --1 n- I 1-1/2x3/4 1.75 1.52 0.95 1-.1/2x1 1. 0.99 1-112x1-114 --17W 1=8 TT xl/2 1.97 1.60 1.35 2x314 1.97 1.60 1.39 x 2.02 1 1.73 1.58 2x1-1/4 2.101 1.90 1.62 xl-1/2 2.16 2.02 1.67 2-1/2 x 1-1/2 2.51 2.16 2.32 2-1/2x2 -: Ti5T fliwfiTp lrnn firQo SiI I1nnn Figure 35U Size iii 1/2 ii f314 hA l -11-1- 2.00 0.66 [Ii 2.19108 1-114 2.50 1.54 LL 1-112 2 3.121 3.151 Ductile Trim rn1ina igure35CP - Size I 1 I I I I t A 1 1/2 1.38 0.18 3/4 1.63 0.26 1 1.75 0.44 1-1/4 2.00 0.54 1-1/2 2,191 0.71 2 2.62 1 1.15 2-1/2 - 2X T'hiefilp Trnn ran Figure 35C Size A fl 1Ti 1L] J 1/2 0.87 0.15 314 097 0,21 1-1/4 1.28 04 1-1/2 1.33 0.68 25096 1.70 1 2-1/2 T5 fliwHlp Trim Uøv fliihna Figure 35H0 - Size T 'WjT lil t i lxl/2 1.06 0.22 x 3/4 1.06 'Th' 1-1/4x1 1.19 1 0.31 1-1/2 x 1 1.25 0.53 1-1/2x1-114 1.25 0.35 2 x 1 2x1-1/4 i3 .38kO. 2x1-1/2 Ductile Iron 450 IIbnw Figure 35F Size T WF 4 1/2 0.88 0.22 3/4 098 0.33 1 1.13 0.48 1-1/4 1.29 0.73 1-1/2 J14 2 9155 2-1/2 1 .95 Ductile Iron Beam Clam rigure t- ______ Size A I wg,I p318 0.75 I o.31J L\ciE r 0.75 1 Fig. 65 Dimensions • Weights Rod Size Max. Rec. Approx. A B C D E F Load Lbs.* Wt./100 3/8 1,Y1 r, 3/4 1 7/16 1 610 28 1/2 1112. 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.* Wt./100 3/8 13/1e 11/4 1 7/16 1 610 28 1/2 11/2 11/4 1 9/16 11/4 1130 55 5/8 11/2 11/4 1 9/16 11/4 1130 55 * Max. loads for clamp with set screw in up or down position. 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 Ui. us usmo Seismic Restraints System 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 roiects, 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 OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 ii CUSTOMER SERVICE • 800.786.5266 www.tolco.com Component of State of California OSHPD Approved c@ US LISTED Seismic Restraints System Fig. 69 - Beam Clamp Retaining Strap Size Range - 3/8' thru 7/8" rod by 4" thru 16" length.* Material - Pre-Galvanized Steel Function - To offer more secure fastening of various types of beam clamps to beam where danger of movement might be expected. NFPA 13 requires the use of retaining straps with all beam clamps installed in earthquake areas. Satisfies requirements of NFPA 13 (2010) 9.3.7.1. Important Note - Good installation practice of a retaining strap requires that the strap be held tightly and securely to all component parts of the assembly. Therefore a locking mech- anism of some kind such as a hex nut or the beveled locking slot on the TOLCO® Fig. 69R will provide a more secure reliable installation. Approvals - Underwriters' Laboratories listed in the USA (UL) and Canada (cUL). Approved for use with any listed beam clamp. Included in our Seismic Restraints Catalog aøoroved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relat- ing to OSHPD roiects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Finish - Pre-Galvanized Order By - Figure number, type, length "B" and rod size being used with beam clamp Note - Minimum return on Strap: 1". Dimensions Type Rod Size A Hole Size B 1 3/8 7/16 Specify 1/2 9/16 Specify 2 5/8 11/16 Specify 3/4 13/16 Specify 3 3/8 -7/8 Specify Specify * Longer lengths are available, consult factory. OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.786.5266 www.tolco.com 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 Dimensions Rod Max. Rec. Load Lbs. Size For Service Temp 650°F 3/8 730 1/2 1350 5/8 2160 3/4 3230 7/8 4480 Component of State of Fig. 98 - Rod Stiffener California OSHPD Approved Seismic Restraints System Fig. 98B - Rod Stiffener w/Break-off Bolt Head Size Range - Secures 3/8" thru 7/8" hanger rod Material - Carbon Steel Function - Secures channel to hanger rod for vertical seismic bracing ( j Approvals - 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 proiects, please refer to the TOLCO Seismic Restraint Systems Guidelines . FIG. 98 Finish — Electro Galvanized Note - Available in HDG finish or Stainless Steel materials. - Order By - Figure number I 2 p --LJI FIG. 98B ' Fig. 99 - All Thread Rod Cut to Length Fig. 100- All Thread Rod Full Length Size Range - Secures 3/8" thru 11/2 rod in 10' lengths Material — Carbon Steel Maximum Temperature - 750°F Finish — Plain Note - Available in Electro-Galvanized and HDG finish or Stainless Steel materials. Order By - Figure number, rod diameter and finish Dimensions e Weights Max Rec. Load Lbs. Rod For Service Temps Approx. Size 650°F WtJ100 1/4 240 12 3/8 730 29 1/2 1350 53 5/8 2160 84 3/4 3230 123 7/8 4480 169 1 5900 222 11/4 9500 360 11/2 13800 510 D OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE.. • CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.786.5266 www.tolco.com