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F16-0050_VVMC Equip Sub 3rd Fl Reno Ph2 Temp_1478901412.pdf
AUTOMATIC FIRE SPRINKLER SYSTEM EQUIPMENT SUBMITTAL FOR VAIL VALLEY MEDICAL CENTER 180 SOUTH FRONTAGE ROAD VAIL, CO 81657 PHASE 1 WEST WING PROJECT 3RD FLOOR RENOVATION PHASE 2 Vail Fire & Emergency Services 09/02/16 Vail Fire & Emergency Services 09/02/16 microfast® and microfastHP® quick resPonse uPrigHt and conventional sPrinklers tecHnical data December 4, 2013 the viking corporation, 210 n industrial Park drive, Hastings mi 49058 telephone: 269-945-9501 technical services: 877-384-5464 fax: 269-818-1680 email: techsvcs@vikingcorp.com 1. descriPtion Viking Microfast® and MicrofastHP® Quick Response Upright and Conventional (Old Style) Sprinklers are small, thermosensitive, glass-bulb spray sprinklers available in several different finishes, temperature ratings, and K-Factors to meet design require- ments. The special Polyester, Polytetrafluoroethylene (PTFE), and Electroless Nickel PTFE (ENT) coatings can be used in decorative applications where colors are desired. In addition, these coatings have been investigated for installation in corrosive atmos- pheres and are listed/approved as corrosion resistant as indicated in the Approval Charts. (Note: fm global approves the ent coating as corrosion resistant. FM Global has no approval classification for PTFE and Polyester coatings as corrosion resistant.) 2. listings and aPProvals culus listed: Category VNIV fm approved: Classes 2002 and 2020 nYc approved: Calendar Number 219-76-SA and MEA 89-92-E, Volume 16 aBs certified: Certificate 04-HS407984B-PDA vds approved: Certificates G4060054, G4060056, G4880046, G4930039, and G4980020 lPc approved: Ref. No. 096e/03, TE30401, and TE30872 ce certified: Standard EN 12259-1, EC-certificate of conformity 0832-CPD-2001, 0832-CPD-2003, 0786-CPD-40131, 0786-CPD-40171, and 0786-CPD-40278 med certified: Standard EN 12259-1, EC-certificate of conformity 0832-MED-1003 and 0832-MED-1008 note: Other International approval certificates are available upon request. Refer to Approval Chart 1 and Design Criteria on pages 51c-d for cULus Listing requirements, and refer to Approval Chart 2 and Design Criteria on page 51e for FM Approval requirements that must be followed. 3. tecHnical data specifications: Available since 1987. Minimum Operating Pressure: 7 psi (0.5 bar)* maximum Working Pressure: sprinklers vk315 and vk340 are rated for use with water working pressures ranging from the minimum 7 psi (0.5 bar) up to 250 psi (17 bar) for high-pressure systems. High-pressure (HP) sprinklers can be identified by locating “250” stamped on the de- flector. all other Part nos. not mentioned above are rated to a maximum 175 psi (12 bar) wwp. Factory tested hydrostatically to 500 psi (34.5 bar) Testing: U.S.A. Patent No. 4,831,870 Thread size: Refer to the Approval Charts Nominal K-Factor: Refer to the Approval Charts Glass-bulb fluid temperature rated to -65 °F (-55 °C) Overall Length: Refer to the Approval Charts *cULus Listing, FM Approval, and NFPA 13 installs require a minimum of 7 psi (0.5 bar). The minimum operating pressure for LPCB and CE Approvals ONLY is 5 psi (0.35 bar). material standards: Frame Casting: Brass UNS-C84400 or QM Brass for Sprinklers 12978, 06766B, 07060, and 12281. Brass UNS-C84400 for all other sprinklers. Deflector: Brass UNS-C23000 or Copper UNS-C19500 for Sprinklers 12978, 06764B, and 12281. Copper UNS-C19500 for Sprinklers 06665B, 07060, and 14817. Brass UNS-C26000 for all other Sprinklers. Bushing (for Sprinklers 06719B, 06717B, and 12286): Brass UNS-C36000 Bulb: Glass, nominal 3 mm diameter Form No. F_080488 viking technical data may be found on the viking corporation’s Web site at http://www.vikinggroupinc.com. the Web site may include a more recent edition of this technical data Page. Sprinkler 51a Replaces page 51a-e, dated June 28, 2013. (Changed 06931 to VK3271) Vail Fire & Emergency Services 09/02/16 tecHnical data December 4, 2013 the viking corporation, 210 n industrial Park drive, Hastings mi 49058 telephone: 269-945-9501 technical services: 877-384-5464 fax: 269-818-1680 email: techsvcs@vikingcorp.com microfast® and microfastHP® quick resPonse uPrigHt and conventional sPrinklers Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with PTFE Tape Screw: Brass UNS-C36000 Pip Cap and Insert Assembly: Copper UNS-C11000 and Stainless Steel UNS-S30400 For PTFE Coated Sprinklers: Belleville Spring-Exposed, Screw-Nickel Plated, Pip Cap-PTFE Coated For Polyester Coated Sprinklers: Belleville Spring-Exposed For ENT Coated Sprinklers: Belleville Spring-Exposed, Screw and Pipcap - ENT plated. ordering information: (Also refer to the current Viking price list.) Order Microfast® and MicrofastHP® Quick Response Upright and Conventional Sprinklers by first adding the appropriate suffix for the sprinkler finish and then the appropriate suffix for the temperature rating to the sprinkler base part number. Finish Suffix: Brass = A, Chrome = F, White Polyester = M-/W, Black Polyester = M-/B, and Black PTFE = N, ENT = JN Temperature Suffix (°F/°C): 135°/57° = A, 155°/68° = B, 175°/79° = D, 200°/93° = E, and 286°/141° = G For example, sprinkler VK300 with a 1/2” thread, Brass finish and a 155 °F/68 °C temperature rating = Part No. 12978AB available finishes and temperature ratings: Refer to Table 1. accessories: (Also refer to the “Sprinkler Accessories” section of the Viking data book.) sprinkler Wrench: Standard Wrench: Part No. 10896W/B (available since 2000) sprinkler cabinets: A. Six-head capacity: Part No. 01724A (available since 1971) B. Twelve-head capacity: Part No. 01725A (available since 1971) 4. installation Refer to appropriate NFPA Installation Standards. 5. oPeration During fire conditions, the heat-sensitive liquid in the glass bulb expands, causing the glass to shatter, releasing the pip cap and sealing spring assembly. Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to extinguish or control the fire. 6. insPections, tests and maintenance Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. 7. availaBilitY The Viking Microfast® and MicrofastHP® Quick Response Upright and Conventional Sprinklers are available through a network of domestic and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. 8. guarantee For details of warranty, refer to Viking’s current list price schedule or contact Viking directly. Sprinkler 51b taBle 1: availaBle sPrinkler temPerature ratings and finisHes sprinkler temperature classification sprinkler nominal temperature rating1 maximum ambient ceiling temperature2 Bulb color Ordinary 135 °F (57 °C) 100 °F (38 °C) Orange Ordinary 155 °F (68 °C) 100 °F (38 °C) Red Intermediate 175 °F (79 °C) 150 °F (65 °C) Yellow Intermediate 200 °F (93 °C) 150 °F (65 °C) Green High 286 °F (141 °C) 225 °F (107 °C) Blue sprinkler finishes: Brass, Chrome, White Polyester, Black Polyester, Black PTFE, and ENT corrosion-resistant coatings3: White Polyester, Black Polyester, and Black PTFE. ENT in all temperature ratings except 135 °F (57 °C) footnotes 1 The sprinkler temperature rating is stamped on the deflector. 2 Based on NFPA-13. Other limits may apply, depending on fire loading, sprinkler location, and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. 3 The corrosion-resistant coatings have passed the standard corrosion test required by the approving agencies indicated on pages 51c-e. These tests cannot and do not represent all possible corrosive environments. Prior to installation, verify through the end-user that the coatings are compatible with or suitable for the proposed environment. For automatic sprinklers, the coatings indicated are applied to the exposed exterior surfaces only. Note that the spring is exposed on sprinklers with Polyester, ENT, and PTFE coatings. For ENT coated automatic sprinklers, the waterway is coated. Vail Fire & Emergency Services 09/02/16 microfast® and microfastHP® quick resPonse uPrigHt and conventional sPrinklers tecHnical data December 4, 2013 the viking corporation, 210 n industrial Park drive, Hastings mi 49058 telephone: 269-945-9501 technical services: 877-384-5464 fax: 269-818-1680 email: techsvcs@vikingcorp.com approval chart 1 (ul) microfast® and microfastHP® quick response upright and conventional sprinklers maximum 175 Psi (12 bar) WWP Base Part number1 sin thread size nominal k-factor overall length listings and approvals3 (refer also to design criteria on page 51d.) nPt BsP u.s. metric2 inches mm culus4 nYc8 vds lPcB upright-standard orifice 12978 VK300 1/2” 15 mm 5.6 80.6 2-3/16 56 A1, B4 See Footnote 7. -- -- -- -- 07060 VK345 -- 15 mm 5.6 80.6 2-3/16 56 -- -- A2 A2 B212 B215 conventional-standard orifice 06766B VK310 1/2” 15 mm 5.6 80.6 2-3/16 56 A2 A2 -- A2 B212 B215 upright-large orifice 06665B VK350 3/4” -- 8.0 115.2 2-5/16 59 A1, B4 A1 A2 A2 B212 -- 14817 VK350 -- 20 mm 8.0 115.2 2-5/16 59 A1, B4 A1 A2 A2 B212 -- 06764B16 VK350 1/2” 15 mm 8.0 115.2 2-5/16 59 A1, B4 A1 A2 -- A213 -- conventional-large orifice 06768B VK354 3/4” 20 mm 8.0 115.2 2-5/16 59 A1 A2 -- A2 B212 -- upright-small orifice11 06717B11 VK325 1/2” 15 mm 2.8 40.3 2-3/16 56 A1 A1 -- -- -- -- 06719B11 VK327 1/2” 15 mm 4.2 57 2-3/16 56 A1 A1 -- -- -- -- 06931B11 VK3271 -- 10 mm 4.2 57 2-3/16 56 -- -- A2 -- C314 -- maximum 250 Psi (17 bar) WWP upright-standard orifice Base Part number1 sin thread size nominal k-factor overall length listings and approvals3 (refer also to design criteria on page 51d.) nPt BsP u.s. metric2 inches mm culus4 nYc9 vds lPcB 12281 VK315 1/2” 15 mm 5.6 80.6 2-3/16 56 A1 A1 -- -- -- -- upright-small orifice10 1228611 VK340 1/2” 15 mm 2.8 40.3 2-3/16 56 A1 A1 -- -- -- -- approved temperature ratings A - 135 °F (57 °C), 155 °F (68 °C), 175 °F (79 °C), 200 °F (93 °C), and 286 °F (141°C) B - 155 °F (68 °C), 175 °F (79 °C), 200 °F (93 °C), and 286 °F (141°C) C - 155 °F (68 °C) approved finishes 1 - Brass, Chrome, White Polyester5,6, Black Polyester5,6, and Black PTFE5 2 - Brass, Chrome, White Polyester5,6, and Black Polyester5,6 3 - Brass and Chrome 4 - ENT5 footnotes 1 Base part number is shown. For complete part number, refer to Viking’s current price schedule. 2 Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. 3 This table shows the listings and approvals available at the time of printing. Check with the manufacturer for any additional approvals. 4 Listed by Underwriters Laboratories Inc. for use in the U.S. and Canada. 5 cULus Listed as corrosion resistant. 6 Other colors are available on request with the same Listings and Approvals as the standard colors. 7 Meets New York City requirements, effective July 1, 2008. 8 Accepted for use, City of New York Board of Standards and Appeals, Calendar Number 219-76-SA. 9 Accepted for use, City of New York Department of Buildings, MEA 89-92-E, Vol. 16. 10 Listings and Approvals limited to Light Hazard Occupancies where allowed by the installation standards being applied, with hydraulically calculated wet systems only. exception: 4.2K sprinklers may be installed on hydraulically calculated dry pipe systems where piping is corrosion resistant or internally galvanized. 11The sprinkler orifice is bushed. 12 Certified, Standard EN 12259-1, EC-certificate of conformity 0832-CPD-2001 and 0832-CPD-2003. 13 Certified, Standard EN 12259-1, EC-certificate of conformity 0786-CPD-40278. 14 Certified, Standard EN 12259-1, EC-certificate of conformity 0786-CPD-40131. 15 MED Certified, Standard EN 12259-1, EC-certificate of conformity 0832-MED-1003 and 0832-MED-1008. 16 The 1/2” NPT Large Orifice Sprinkler is Listed and Approved for retrofit only Sprinkler 51c Vail Fire & Emergency Services 09/02/16 tecHnical data December 4, 2013 the viking corporation, 210 n industrial Park drive, Hastings mi 49058 telephone: 269-945-9501 technical services: 877-384-5464 fax: 269-818-1680 email: techsvcs@vikingcorp.com microfast® and microfastHP® quick resPonse uPrigHt and conventional sPrinklers Sprinkler 51d figure 1: standard sprinkler Wrench 10896W/B design criteria - ul (Also refer to Approval Chart 1 on page 51c) culus listing requirements: Microfast® and MicrofastHP® Quick Response Upright and Conventional Sprinklers are cULus Listed as indicated in Approval Chart 1 for installation in accordance with the latest edition of NFPA 13 for standard spray sprinklers, or old style (conventional) sprinklers. Designed for use in Light and Ordinary Hazard occupancies (exception: small orifice sprinklers are limited to Light Hazard where allowed by the installation standards being applied, with hydraulically calculated wet systems only). The sprinkler installation rules contained in NFPA 13 for standard spray upright sprinklers must be followed. For conventional sprinklers, refer to the installation guidelines for old style (conventional) sprinklers. • • imPortant: always refer to Bulletin form no. f_091699 - care and Handling of sprinklers. also refer to page qr1-3 for general care, installation, and maintenance information. viking sprinklers are to be installed in accor- dance with the latest edition of viking technical data, the appropriate standards of nfPa, lPcB, aPsad, vds or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. Vail Fire & Emergency Services 09/02/16 microfast® and microfastHP® quick resPonse uPrigHt and conventional sPrinklers tecHnical data December 4, 2013 the viking corporation, 210 n industrial Park drive, Hastings mi 49058 telephone: 269-945-9501 technical services: 877-384-5464 fax: 269-818-1680 email: techsvcs@vikingcorp.com Sprinkler 51e design criteria - fm (Also refer to Approval Chart 2 above.) fm approval requirements: The sprinklers indicated in Approval Chart 2 are FM Approved as quick response non-storage upright sprinklers as indicated in the FM Approval Guide. For specific application and installation requirements, reference the latest applicable FM Loss Prevention Data Sheets (including Data Sheet 2-0). FM Global Loss Prevention Data Sheets contain guidelines relating to, but not limited to: minimum water supply requirements, hydraulic design, ceiling slope and obstructions, minimum and maximum allowable spacing, and deflector distance below the ceiling. note: the fm installation guidelines may differ from culus and/or nfPa criteria. imPortant: always refer to Bulletin form no. f_091699 - care and Handling of sprinklers. also refer to page qr1-3 for general care, installation, and maintenance information. viking sprinklers are to be installed in ac- cordance with the latest edition of viking technical data, the appropriate standards of nfPa, fm global, lPcB, aPsad, vds or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. approval chart 2 (fm) microfast® quick response upright sprinklers maximum 175 Psi (12 bar) WWP Base Part number1 sin thread size nominal k-factor overall length fm approvals3 (refer also to design criteria below.) nPt BsP u.s. metric2 inches mm standard orifice 12978 VK300 1/2” 15 mm 5.6 80.6 2-3/16 56 A2, B3 07060 VK345 -- 15 mm 5.6 80.6 2-3/16 56 A2 large orifice 06665B VK350 3/4” -- 8.0 115.2 2-5/16 59 A2, B3 14817 VK350 -- 20 mm 8.0 115.2 2-5/16 59 A2, B3 06764B7 VK350 1/2” 15 mm 8.0 115.2 2-5/16 59 A2, B3 small orifice4 06717B6 VK325 1/2” 15 mm 2.8 40.3 2-3/16 56 A1 approved temperature ratings A - 135 °F (57 °C), 155 °F (68 °C), 175 °F (79 °C), 200 °F (93 °C), and 286 °F (141°C) B - 155 °F (68 °C), 175 °F (79 °C), 200 °F (93 °C), and 286 °F (141°C) approved finishes 1 - Brass and Chrome 2 - Brass, Chrome, White Polyester5, and Black Polyester5 3 - ENT8 footnotes 1 Base part number is shown. For complete part number, refer to Viking’s current price schedule. 2 Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. 3 This table shows the FM Approvals available at the time of printing. Check with the manufacturer for any additional approvals. 4 FM Approved as quick response non-storage pendent sprinklers. For specific application and installation requirements, reference the latest appli- cable FM Loss Prevention Data Sheets (including Data Sheet 2-0). 5 Other colors are available on request with the same Approvals as the standard colors. 6 The sprinkler orifice is bushed. 7 The 1/2” NPT Large Orifice Sprinkler is Listed and Approved for retrofit only 8 FM approved as corrosion resistant. Vail Fire & Emergency Services 09/02/16 MICROFAST® QUICK RESPONSE PENDENT SPRINKLER VK302 (K5.6) TECHNICAL DATA The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Form No. F_033314 16.01.28 Rev 16.1 Page 1 of 6 1. DESCRIPTION The Viking Microfast® Quick Response Pendent Sprinkler VK302 is a small thermosensitive glass bulb spray sprinkler available with various finishes and temperature ratings to meet design requirements. The special Polyester, Polytetrafluoroethelyne (PTFE), and Electroless Nickel PTFE (ENT) coatings can be used in decorative applications where colors are desired. In addition, these coatings have been investigated for installation in corrosive atmospheres and are listed/approved as corrosion resistant as indicated in the Approval Charts. (Note: FM Global approves ENT finish as corrosion resistant. FM Global has no approval classification for PTFE and Polyester coatings as corro- sion resistant.) 2. LISTINGS AND APPROVALS cULus Listed: Category VNIV FM Approved: Class Series 2000 VdS Approved: Certificates G414009 and G414010 LPCB Approved CE Certified: Standard EN 12259-1:1999, A3:2006 Certificate of Constancy of Performance 0832-CPR-S0021 CCCF Approved: Approved by the China Certification Center for Fire Products (CCCF) Refer to Approval Chart 1 and Design Criteria cULus Listing requirements, and refer to Approval Chart 2 and Design Criteria for FM Approval requirements that must be followed. 3. TECHNICAL DATA Specifications: Minimum Operating Pressure: 7 psi (0.5 bar) Rated to 175 psi (12 bar) water working pressure Factory tested hydrostatically to 500 psi (34.5 bar) Thread size: 1/2” NPT, 15 mm BSP Nominal K-Factor: 5.6 U.S. (80.6 metric**) Glass-bulb fluid temperature rated to -65 °F (-55 °C) Overall Length: 2-1/4” (58 mm) *cULus Listing, FM Approval, and NFPA 13 installs require a minimum of 7 psi (0.5 bar). The minimum operating pressure for LPCB and CE Approvals ONLY is 5 psi (0.35 bar). Material Standards: Frame Casting: Brass UNS-C84400 or QM Brass Deflector: Phosphor Bronze UNS-C51000 or Copper UNS-C19500 Bulb: Glass, nominal 3 mm diameter Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with PTFE Tape Screw: Brass UNS-C36000 Pip Cap and Insert Assembly: Copper UNS-C11000 and Stainless Steel UNS-S30400 For PTFE Coated Sprinklers: Belleville Spring-Exposed, Screw-Nickel Plated, Pip Cap-PTFE Coated For Polyester Coated Sprinklers: Belleville Spring-Exposed For ENT Coated Sprinklers: Belleville Spring-Exposed, Screw and Pipcap - ENT plated. Ordering Information: (Also refer to the current Viking price list.) Order Quick Response Pendent Sprinklers by first adding the appropriate suffix for the sprinkler finish and then the appropriate suffix for the temperature rating to the sprinkler base part number. Finish Suffix: Brass = A, Chrome = F, White Polyester = M-/W, Black Polyester = M-/B, Black PTFE = N, and ENT = JN Temperature Suffix: 135 °F (57 °C) = A, 155 °F (68 °C) = B, 175 °F (79 °C) = D, 200 °F (93 °C) = E, 286 °F (141 °C) = G For example, sprinkler VK302 with a Brass finish and a 155 °F (68 °C) temperature rating = Part No. 12979AB Viking Technical Data may be found on The Viking Corporation’s Web site at http://www.vikinggroupinc.com. The Web site may include a more recent edition of this Technical Data Page. Replaces Form F_033314 Rev 15.2 (Revised temperature suffix designation) Vail Fire & Emergency Services 09/02/16 MICROFAST® QUICK RESPONSE PENDENT SPRINKLER VK302 (K5.6) TECHNICAL DATA The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Form No. F_033314 16.01.28 Rev 16.1 Page 2 of 6 Available Finishes And Temperature Ratings: Refer to Table 1. Accessories: (Also refer to the “Sprinkler Accessories” section of the Viking data book.) Sprinkler Wrenches: A. Standard Wrench: Part No. 10896W/B (available since 2000). B. Wrench for Recessed Pendent Sprinklers: Part No. 13655W/B** (available since 2006) C. Optional Protective Sprinkler Cap Remover/Escutcheon Installer Tool*** Part No. 15915 (available since 2010) **A ½” ratchet is required (not available from Viking). ***Allows use from the floor by attaching a length of 1” diameter CPVC tubing to the tool. Ideal for sprinkler cabinets. Refer to Bulletin F_051808. Sprinkler Cabinets: A. Six-head capacity: Part No. 01724A (available since 1971) B. Twelve-head capacity: Part No. 01725A (available since 1971) 4. INSTALLATION Refer to appropriate NFPA Installation Standards. 5. OPERATION During fire conditions, the heat-sensitive liquid in the glass bulb expands, causing the glass to shatter, releasing the pip cap and sealing spring assembly. Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to extinguish or control the fire. 6. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. 7. AVAILABILITY The Viking Microfast® Quick Response Pendent Sprinkler VK302 is available through a network of domestic and international dis- tributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. 8. GUARANTEE For details of warranty, refer to Viking’s current list price schedule or contact Viking directly. Figure 1: Standard Sprinkler Wrench 10896W/B Protective Sprinkler Cap Wrench Flat Protective Sprinkler Clip Vail Fire & Emergency Services 09/02/16 MICROFAST® QUICK RESPONSE PENDENT SPRINKLER VK302 (K5.6) TECHNICAL DATA The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Form No. F_033314 16.01.28 Rev 16.1 Page 3 of 6 TABLE 1: AVAILABLE SPRINKLER TEMPERATURE RATINGS AND FINISHES Sprinkler Temperature Classification Sprinkler Nominal Temperature Rating1 Maximum Ambient Ceiling Temperature2 Bulb Color Ordinary 135 °F (57 °C) 100 °F (38 °C) Orange Ordinary 155 °F (68 °C) 100 °F (38 °C) Red Intermediate 175 °F (79 °C) 150 °F (65 °C) Yellow Intermediate 200 °F (93 °C) 150 °F (65 °C) Green High 286 °F (141 °C) 225 °F (107 °C) Blue Sprinkler Finishes: Brass, Chrome, White Polyester, Black Polyester, Black PTFE, and ENT Corrosion-Resistant Coatings3: White Polyester, Black Polyester, and Black PTFE. ENT in all temperature ratings except 135 °F (57 °C) Footnotes 1 The sprinkler temperature rating is stamped on the deflector. 2 Based on NFPA-13. Other limits may apply, depending on fire loading, sprinkler location, and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. 3 The corrosion-resistant coatings have passed the standard corrosion test required by the approving agencies indicated in the Approval Charts. These tests cannot and do not represent all possible corrosive environments. Prior to installation, verify through the end-user that the coatings are com- patible with or suitable for the proposed environment. For automatic sprinklers, the coatings indicated are applied to the exposed exterior surfaces only. Note that the spring is exposed on sprinklers with Polyester, PTFE, and ENT coatings. For ENT coated automatic sprinklers, the waterway is coated Figure 2: Wrench 13655W/B for Recessed Pendent Sprinklers Carefully slide the wrench sideways around the protective cap, ensuring engagement with the sprinkler wrench flats Sprinkler wrench 13655W/B** for recessed pendent sprinklers ** A 1/2” ratchet is required (not available from Viking) Vail Fire & Emergency Services 09/02/16 MICROFAST® QUICK RESPONSE PENDENT SPRINKLER VK302 (K5.6) TECHNICAL DATA The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Form No. F_033314 16.01.28 Rev 16.1 Page 4 of 6 Approval Chart 1 (UL) The Viking Microfast® Quick Response Pendent Sprinkler VK302 Maximum 175 PSI (12 Bar) WWP Base Part Number1 SIN Sprinkler Style Thread Size Nominal K-Factor Overall Length Listings and Approvals3 (Refer also to Design Criteria.) NPT BSP U.S. metric2 Inches mm cULus4 VdS LPCB 7 12979 VK302 Pendent 1/2” 15 mm 5.6 80.6 2-1/4 58 A1Z, B1Y, D2, C2X A1 A1Z, B1Y D1Z, C1Y -- D3Z NOTICE - Product Below - Limited Availability (Contact Local Viking Office) 06662B VK302 Pendent 1/2” 15 mm 5.6 80.6 2-1/4 58 A1Z, B1Y, D2, C2X -- -- -- -- -- 18021 VK302 Pendent 1/2” 15 mm 5.6 80.6 2-1/4 58 A1X, B1Y A1 A1X, B1Y D1X, C1Y8 D1X, C1Y9 -- Approved Temperature Ratings A - 135 °F (57 °C), 155 °F (68 °C), 175 °F (79 °C), 200 °F (93 °C), 286 °F (141 °C) B - 135 °F (57 °C), 155 °F (68 °C), 175 °F (79 °C), and 200 °F (93 °C) C - 155 °F (68 °C), 175 °F (79 °C), and 200 °F (93 °C) D - 155 °F (68 °C), 175 °F (79 °C), 200 °F (93 °C), 286 °F (141 °C) Approved Finishes 1 - Brass, Chrome, White Polyester5,6, Black Polyes- ter5,6 2 - ENT5 3 - Chrome Approved Escutcheons X - Standard surface-mounted escutcheon or the Viking Micromatic® Model E-1 Recessed Escutcheon Y - Standard surface-mounted escutcheon or the Viking Microfast® Model F-1 Adjustable Escutcheon, or recessed with the Viking Micro- matic® Model E-1, E-2, or E-3 Recessed Escutcheon Z - Standard surface-mounted escutcheon or the Viking Microfast® Model F-1 Adjustable Escutcheon Footnotes 1 Base part number shown. For complete part number, refer to Viking’s current price schedule. 2 Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. 3 This table shows the listings and approvals available at the time of printing. Other approvals may be in process. 4 Listed by Underwriters Laboratories Inc. for use in the U.S. and Canada. 5 cULus Listed as corrosion-resistant. 6 Other colors are available on request with the same Listings and Approvals as the standard colors. 7 CE Certified, Standard EN 12259-1, EC-certificate of conformity 0832-CPD-2001. 8 CE Certified, Standard EN 12259-1, EC-certificates of conformity 0832-CPD-2001 and 0832-CPD-2003. 9 MED Certified, Standard EN 12259-1, EC-certificates of conformity 0832-MED-1003 and 0832-MED-1008. DESIGN CRITERIA - UL (Also refer to Approval Chart 1 above.) cULus Listing Requirements: The Viking Microfast® Quick Response Pendent Sprinkler VK302 is cULus Listed as indicated in the Approval Chart for installation in accordance with the latest edition of NFPA 13 for standard spray sprinklers. • Designed for use in Light and Ordinary occupancies. • The sprinkler installation rules contained in NFPA 13 for standard spray pendent sprinklers must be followed. IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to page QR1-3 for general care, installation, and maintenance information. Viking sprinklers are to be installed in accor- dance with the latest edition of Viking technical data, the appropriate standards of NFPA, LPCB, APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. Vail Fire & Emergency Services 09/02/16 MICROFAST® QUICK RESPONSE PENDENT SPRINKLER VK302 (K5.6) TECHNICAL DATA The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Form No. F_033314 16.01.28 Rev 16.1 Page 5 of 6 Approval Chart 2 (FM) The Viking Microfast® Quick Response Pendent Sprinkler VK302 Maximum 175 PSI (12 Bar) WWP Base Part Number1 SIN Sprinkler Style Thread Size Nominal K-Factor Overall Length FM Approvals3 (Refer also to Design Criteria.) NPT BSP U.S. metric2 Inches mm 12979 VK302 Pendent 1/2” 15 mm 5.6 80.6 2-1/4 58 A1Z, B1Y, D2X, C2 NOTICE - Product Below - Limited Availability (Contact Local Viking Office) 06662B VK302 Pendent 1/2” 15 mm 5.6 80.6 2-1/4 58 A1Z, B1Y, D2X, C2 18021 VK302 Pendent 1/2” 15 mm 5.6 80.6 2-1/4 58 A1Z, B1Y Approved Temperature Ratings A - 135 °F (57 °C), 155 °F (68 °C), 175 °F (79 °C), 200 °F (93 °C), 286 °F (141 °C) B - 135 °F (57 °C), 155 °F (68 °C), 175 °F (79 °C), and 200 °F (93 °C) C - 155 °F (68 °C), 175 °F (79 °C), 200 °F (93 °C), 286 °F (141 °C) D - 155 °F (68 °C), 175 °F (79 °C), 200 °F (93 °C) Approved Finishes 1 - Brass, Chrome, White Polyester4, and Black Polyester4 2 - ENT5 Approved Escutcheons X - Standard surface-mounted escutcheon or the Viking Micromatic® Model E-1 Recessed Escutcheon Y - Standard surface-mounted escutcheon or the Viking Microfast® Model F-1 Adjustable Escutcheon, or recessed with the Viking Micromatic® Model E-1 or E-2 Recessed Escutcheon Z - Standard surface-mounted escutcheon or the Viking Microfast® Model F-1 Adjustable Escutcheon Footnotes 1 Base part number shown. For complete part number, refer to Viking’s current price schedule. 2 Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. 3 This table shows the FM Approvals available at the time of printing. Other approvals may be in process. 4 Other colors are available on request with the same Approvals as the standard colors. 5 FM approved as corrosion resistant. DESIGN CRITERIA - FM (Also refer to Approval Chart 2 above.) FM Approval Requirements: The Viking Microfast® Quick Response Pendent Sprinkler VK302 is FM Approved as quick response Non-storage upright and pendent sprinklers as indicated in the FM Approval Guide. For specific application and installation requirements, reference the latest applicable FM Loss Prevention Data Sheets (including Data Sheet 2-0). FM Global Loss Prevention Data Sheets contain guidelines relating to, but not limited to: minimum water supply requirements, hydraulic design, ceiling slope and obstructions, minimum and maximum allowable spacing, and deflector distance below the ceiling. NOTE: The FM installation guidelines may differ from cULus and/or NFPA criteria. IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to page QR1-3 for general care, installation, and maintenance information. Viking sprinklers are to be installed in ac- cordance with the latest edition of Viking technical data, the appropriate standards of NFPA, FM Global, LPCB, APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. Vail Fire & Emergency Services 09/02/16 MICROFAST® QUICK RESPONSE PENDENT SPRINKLER VK302 (K5.6) TECHNICAL DATA The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Form No. F_033314 16.01.28 Rev 16.1 Page 6 of 6 Figure 4: Sprinkler Dimensions with the Model E-1 and E-2 Recessed Escutcheons Figure 3: Sprinkler Dimensions with a Standard Escutcheon and the Model F-1 Adjustable Escutcheon 1/2” (15 mm) NPT 2-1/4” (57 mm) 1-3/4” (44.5 mm) 2” (51 mm) Max. 2-1/8” (54 mm) 1-1/2” (38 mm) Min. Installed with a standard 1/8” surface-mounted escutcheon Installed with a Microfast Model F-1 Adjustable Escutcheon Ceiling Opening Size: 2-5/16” (58.7 mm) minimum 2-1/2” (63.5 mm) maximum Note: At maximum, adapter is exposed 1/2” (12.7 mm) from face of ceiling 1-3/4” (44.5 mm) Max. 2-1/8” (54 mm) 1-1/8” (28.6 mm) Min. 2”” (51 mm) Max. 1-1/8” (28.6 mm) Min. 2-1/8” (54 mm) Ceiling Opening Size: 2-5-16” (58.7 mm) minimum 2-1/2” (63.5 mm) maximum Installed with a Model E-1 Recessed Escutcheon Installed with a Model E-2 Thread-on Recessed Escutcheon Replaces Form F_0333314 Rev 15.2 (Revised temperature suffix designation) Vail Fire & Emergency Services 09/02/16 Wheatland Tube Company 900 Haddon Avenue Collingswood, NJ 08108-2162 800.257.8182 www.wheatland.com Wheatland ASTM A 53 Schedule 40 Pipe Wheatland Steel Pipe is made by specialists who understand that its the small details that make the difference between average products and superior products. At the Wheatland Plant, most department heads and foremen have been employed in some phase of pipe manufacturing for 25 or more years. This kind of specialization, experience and knowledge pays off...in workable, threadable, uniform pipe. Delivered clean. Delivered promptly. Wheatland specializes in manufacturing welded steel pipe in 1/2 through 4 nominal sizes. Available inventory in 1/8 to 12 pipe sizes produced to various ASTM standards is maintained to meet your pipe requirements. Care, pride and personal concern are bonus features that go into every inch of Wheatland Pipe. Dont settle for less. Make sure its quality. Make sure its Wheatland. Standard Pipe Schedule 40 Product Type and Specification: Standard welded pipe is produced in 1/2 to 6 trade sizes. Wheatland pipe is produced to ASTM A 53, A 501, and A 589 Type II, API 5L and Federal Specification WW-P404. All pipe threads conform to ANSI B1.20.1. Merchant couplings comply with ASTM A 865. S PN rotangiseD N D r otangiseD e distuO r etemaiD e disnI r etemaiD l laW s senkcihT h tgneLt inur ep) ssaM(t hgieWl animoN ) sehcnI() mm() sehcnI() mm() sehcnI() mm(d nEn ialP ) tf/bl( d nEn ialP ) m/gk( &s daerhT s gnilpuoC ) tf/bl( & s daerhT s gnilpuoC m /gk( 8 /0 4.. 0 6 2.. 6 0.7 .2 .3 .2 .3 .0 4 /4 5.. 3 6 3.. 8 0.2 .4 .6 .4 .6 .0 8 /7 6.. 7 9 4.. 2 9 0.3 .5 .8 .5 .8 .0 2 /4 8.. 1 2 6.. 5 0 1.7 .8 .2 .8 .2 .1 4 /5 0.. 6 2 8.. 0 1 1.8 .1 .6 .1 .6 .1 1 3.. 3 4 0.. 6 3 1.3 .6 .5 .6 .5 .2 4 /1-6 6.. 2 8 3.. 5 4 1.5 .2 .3 .2 .4 .3 2 /1-0 9.. 8 1 6.. 0 4 1.6 .7 .0 .7 .0 .4 7 3.. 0 6 0.. 2 5 1.9 .6 .4 .6 .4 .5 2 /1-7 8.. 3 6 4.. 2 0 2.1 .8 .6 .8 .6 .8 0 5.. 8 6 0.. 7 1 2.4 .5 .2 .1 6 .3 .11 2 /1-0 0.. 10 4 5.. 0 2 2.7 .1 .5 .3 2 .7 .31 0 0 5.. 41 2 0.. 20 3 2.0 .8 .0 0 .6 9 .0 2 .61 2 6 5.. 14 4 0.. 85 5 2.5 .6 .4 7 .1 9 .4 0 .22 5 2 6.. 86 6 0.. 45 8 2.1 .9 .8 2 .8 3 .9 5 .82 0 2 6.. 91 8 9.. 20 2 3.1 .5 .8 5 .2 3 .9 7 .34 0 5 5 7.0 . 37 2 0.0 . 45 6 3.2 .5 .0 2 .0 4 .1 3 .36 e piPd radnatS 211 0 0 5 7.2 . 32 0 0.2 . 40 7 3.5 .6 .9 7 .3 2 .1 2 .67 etoN1 . 04e ludehcst on, epipl lawd radnatsr ofe ras noisnemid2 1S PN Wheatland ASTM A 53 Schedule 40 Pipe Vail Fire & Emergency Services 09/02/16 SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 • www.smithcooper.com 78 Ductile Iron Threaded Fittings Vail Fire & Emergency Services 09/02/16 SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 • www.smithcooper.com 79 Ductile Iron Threaded Fittings 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 Specifications • The branded Ductile Iron threaded fittings are UL Listed and FM Approved at 500 psi • Rated to 300 WSP • Ductile Iron castings conform to ASTM A536 • Fitting dimensions conform to ASME B16.3 • Bushings and plugs conform to ASME B16.14 • Fittings are 100% air tested • 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 9001:2000 and ISO 14001 Vail Fire & Emergency Services 09/02/16 SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 • www.smithcooper.com D U C T I l e A A A A A A A A B 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 1-1/4 35E 3012 1.75 25 50 0.8 1-1/2 35E 3014 1.94 18 36 1.1 2 35E 3020 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 1 x 1/2 35RE3010004 1.26 1.36 70 140 0.4 1 x 3/4 35RE3010006 1.38 1.45 50 100 0.4 1-1/4 x 1/2 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 x 1 35RE3012010 1.58 1.67 30 60 0.7 1-1/2 x 1/2 35RE3014004 1.52 1.75 30 60 0.6 1-1/2 x 3/4 35RE3014006 1.52 1.75 25 50 0.7 1-1/2 x 1 35RE3014010 1.65 1.80 20 40 0.8 1-1/2 x 1-1/4 35RE3014012 1.82 1.88 18 36 1.0 2 x 1/2 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 2 x 1-1/4 35RE3020012 1.90 2.10 12 24 1.3 2 x 1-1/2 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 35RE3024020 2.39 2.60 6 12 2.5 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 35F 3010 1.13 40 80 0.5 1-1/4 35F 3012 1.29 25 50 0.7 1-1/2 35F 3014 1.44 20 40 1.0 2 35F 3020 1.69 10 20 1.6 2-1/2 35F 3024 1.95 4 8 2.7 size IN Part Number 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 35T 3010 1.50 25 50 0.7 1-1/4 35T 3012 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 Fig. 35E 3 – 90° Elbow Fig. 35RE3 – 90° Reducing Elbow Fig. 35F 3 – 45° Elbow Fig. 35T 3 – Tee Ductile Iron Fittings - Class 300 UL/FM Vail Fire & Emergency Services 09/02/16 SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 • www.smithcooper.com D U C T I l e A B A B C C size IN Part Number a IN B IN C IN Packing Weight LB Inner Master 3/4 x 1/2 35RT3006004 1.20 1.20 1.22 60 120 0.4 1 x 1/2 35RT3010004 1.26 1.26 1.36 30 60 0.6 1 x 1/2 x 1 35RT3010004010 1.50 1.36 1.50 30 60 0.6 1 x 3/4 35RT3010006 1.38 1.38 1.45 25 50 0.6 1 x 3/4 x 3/4 35RT3010006006 1.38 1.31 1.45 35 70 0.6 1 x 3/4 x 1 35RT3010006010 1.50 1.45 1.50 25 50 0.7 1-1/4 x 1/2 35RT3012004 1.34 1.34 1.53 20 40 0.8 1-1/4 x 1/2 x 1-1/4 35RT3012004012 1.75 1.53 1.75 25 50 0.9 1-1/4 x 3/4 35RT3012006 1.45 1.45 1.62 15 30 0.9 1-1/4 x 3/4 x 1-1/4 35RT3012006012 1.75 1.62 1.75 20 40 1.0 1-1/4 x 1 35RT3012010 1.58 1.58 1.67 15 30 1.0 1-1/4 x 1 x 1/2 35RT3012010004 1.34 1.26 1.53 25 50 0.7 1-1/4 x 1 x 3/4 35RT3012010006 1.45 1.38 1.63 20 40 0.8 1-1/4 x 1 x 1 35RT3012010010 1.58 1.50 1.69 20 40 0.9 1-1/4 x 1 x 1-1/4 35RT3012010012 1.75 1.69 1.75 15 30 1.0 1-1/2 x 1/2 35RT3014004 1.41 1.41 1.66 16 32 1.0 1-1/2 x 1/2 x 1-1/4 35RT3014004012 1.81 1.56 1.88 24 48 1.1 1-1/2 x 1/2 x 1-1/2 35RT3014004014 1.94 1.66 1.94 12 24 1.2 1-1/2 x 3/4 35RT3014006 1.52 1.52 1.75 16 32 1.1 1-1/2 x 3/4 x 1-1/4 35RT3014006012 1.94 1.66 1.88 20 40 1.1 1-1/2 x 3/4 x 1-1/2 35RT3014006014 1.94 1.75 1.94 18 36 1.2 1-1/2 x 1 35RT3014010 1.65 1.65 1.80 12 24 1.2 1-1/2 x 1 x 1/2 35RT3014010004 1.44 1.25 1.69 20 40 0.8 1-1/2 x 1 x 3/4 35RT3014010006 1.50 1.44 1.75 16 32 0.9 1-1/2 x 1 x 1 35RT3014010010 1.65 1.50 1.80 16 32 1.0 1-1/2 x 1 x 1-1/4 35RT3014010012 1.82 1.67 1.88 12 24 1.2 1-1/2 x 1 x 1-1/2 35RT3014010014 1.94 1.80 1.94 12 24 1.3 1-1/2 x 1-1/4 35RT3014012 1.82 1.82 1.88 12 24 1.4 1-1/2 x 1-1/4 x 1/2 35RT3014012004 1.41 1.34 1.66 16 32 0.9 1-1/2 x 1-1/4 x 3/4 35RT3014012006 1.52 1.45 1.75 16 32 1.0 1-1/2 x 1-1/4 x 1 35RT3014012010 1.65 1.58 1.80 16 32 1.1 1-1/2 x 1-1/4 x 1-1/4 35RT3014012012 1.82 1.75 1.88 14 28 1.3 1-1/2 x 1-1/4 x 1-1/2 35RT3014012014 1.94 1.88 1.94 14 28 1.4 2 x 1/2 35RT3020004 1.49 1.49 1.88 10 20 1.5 2 x 3/4 35RT3020006 1.60 1.60 1.97 10 20 1.6 2 x 1 35RT3020010 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 2 x 1-1/4 35RT3020012 1.90 1.90 2.10 8 16 1.9 2 x 1-1/4 x 2 35RT3020012020 2.25 2.10 2.25 8 16 2.0 2 x 1-1/2 35RT3020014 2.02 2.02 2.16 8 16 2.1 2 x 1-1/2 x 1/2 35RT3020014004 1.49 1.41 1.88 10 20 1.3 2 x 1-1/2 x 3/4 35RT3020014006 1.60 1.52 1.97 10 20 1.4 2 x 1-1/2 x 1 35RT3020014010 1.73 1.65 2.02 8 16 1.5 2 x 1-1/2 x 1-1/4 35RT3020014012 1.90 1.82 2.10 8 16 1.7 2 x 1-1/2 x 1-1/2 35RT3020014014 2.02 1.94 2.16 8 16 1.8 size IN Part Number a IN B IN C IN Packing Weight LB Inner Master 3/4 x 1 35BT3006010 1.45 1.45 1.37 30 60 0.6 1 x 1-1/4 35BT3010012 1.67 1.67 1.58 20 40 0.9 1 x 1-1/2 35BT3010014 1.80 1.80 1.65 15 30 1.0 1-1/4 x 1 x 1-1/2 35BT3012010014 1.88 1.80 1.82 15 30 1.2 1-1/4 x 1-1/2 35BT3012014 1.88 1.88 1.82 15 30 1.3 1-1/4 x 2 35BT3012020 2.10 2.10 1.90 10 20 1.6 1-1/2 x 1-1/4 x 2 35BT3014012020 2.16 2.10 2.02 10 20 1.8 1-1/2 x 2 35BT3014020 2.16 2.16 2.02 8 16 1.8 Fig. 35BT3 – Bull Head Tee Fig. 35RT3 – Reducing Tee Ductile Iron Fittings - Class 300 UL/FM Vail Fire & Emergency Services 09/02/16 SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 • www.smithcooper.com D U C T I l e A A A A A B size IN Part Number a IN Packing Weight LB Inner 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 35U 3020 3.12 6 12 2.4 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 1-1/4 35CP3012 2.00 35 70 0.5 1-1/2 35CP3014 2.19 25 50 0.7 2 35CP3020 2.62 15 30 1.2 2-1/2 35CP3024 3.00 9 18 2.2 size IN Part Number a IN Packing Weight LB Inner Master 1 x 1/2 35RC3010004 1.69 80 160 0.3 1 x 3/4 35RC3010006 1.69 60 120 0.4 1-1/4 x 3/4 35RC3012006 2.06 40 80 0.6 2 x 1 (not hex) 35RC3020010 2.81 20 40 1.0 size IN Part Number a IN Packing Weight LB Inner Master 1 x 1/2 35HB3010004 1.06 180 360 0.2 1 x 3/4 35HB3010006 1.06 180 360 0.1 1-1/4 x 1 35HB3012010 1.19 90 180 0.2 1-1/2 x 1 35HB3014010 1.25 75 150 0.4 1-1/2 x 1-1/4 35HB3014012 1.25 75 150 0.3 2 x 1 35HB3020010 1.38 40 80 0.6 2 x 1-1/4 35HB3020012 1.38 40 80 0.6 2 x 1-1/2 35HB3020014 1.38 40 80 0.6 size IN Part Number a IN Packing Weight LB Inner Master 1/2 35SP3004 0.94 600 1200 0.07 3/4 35SP3006 1.12 350 700 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 35SP3020 1.50 45 90 0.6 Fig. 35CP3 – Straight Coupling with Ribs Fig. 35RC3 – Hex Reducing Coupling Fig. 35HB3 – Hex Bushing Fig. 35SP3 – Square Head Plug Fig. 35U 3 – Union with Brass Seat Ductile Iron Fittings - Class 300 UL/FM Vail Fire & Emergency Services 09/02/16 SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 • www.smithcooper.com D U C T I l e A A A A A A A B B size IN Part Number a IN B IN Packing Weight LB Inner Master 1-1/4 x 1 35RX3012010 1.67 1.58 15 30 1.2 1-1/2 x 1 35RX3014010 1.80 1.65 12 24 1.4 2 x 1 35RX3020010 2.02 1.73 8 16 2.0 size IN Part Number a IN Packing Weight LB Inner Master 1 35X 3010 1.50 20 40 0.9 1-1/4 35X 3012 1.75 12 24 1.4 1-1/2 35X 3014 1.94 8 16 1.8 2 35X 3020 2.25 6 12 2.8 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 35C 3010 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. 35X 3 – Cross Fig. 35RX3 – Reducing Cross Fig. 35C 3 – Cap Ductile Iron Fittings - Class 300 UL/FM size IN Part Number a IN Packing Weight LB Inner Master 3/8 35BC3003 0.75 100 200 0.3 1/2 35BC3004 0.75 80 160 0.5 Fig. 35BC3 – Beam Clamp A Vail Fire & Emergency Services 09/02/16 SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 • www.smithcooper.com84 SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 • www.smithcooper.com 84 SMITH-COOPER INTERNATIONAL (SCI) warrants to its initial purchaser only, that its products which are delivered to this initial purchaser will be of the kind described in the order or price list and will be free of defects in workmanship or material for a period of five years from the date of delivery to our initial purchaser. Should any failure to conform to this warranty appear within five years after the date of the initial delivery to our initial purchaser, SCI will, upon written notification thereof and substantiation that the goods have been stored, installed, maintained and operated in accor- dance with recognized engineering and piping practices and industry standards, correct such defects by suitable repair or replacement (which alternative shall be at the discretion of SCI) of product at SCI’s own expense upon return of the defective part to SCI. In the event that SCI elects to replace the defective product, SCI shall pay up to $50 per defective product for total cost of replacement. In the event of multiple claims, such payment shall be no greater than $1,000 for each installation project. This warranty applies only during normal use that meets the above referenced conditions of installation and operation and is absolutely void if the product has been damaged after purchase or if it has been misused, repaired, altered or modified in any manner whatsoever. SCI shall not warranty any of its products if any portion of the product including without limitation, any component, gasket, housing or bolt has been modified, altered, remanufactured or replaced in any manner by any customer, user of the product or third party. Correction of non-conformities, in the manner and for the period of time provided above, shall constitute fulfillment of all liabilities of SCI to our initial purchaser, with respect to the goods, whether based on contract, negligence, strict tort, or otherwise. It is the intention of SCI that no warranty of any kind, whether expressed or implied shall pass through our initial purchaser to any other person or corpora- tion. No returns will be allowed unless prior written permission of SCI is first obtained. Buyers shall be responsible for all costs of transporta- tion as well as a restocking charge. This warranty is exclusively for the benefit of the initial purchaser of this product from SCI and, except to the extent prohibited by ap- plicable law, the foregoing warranty is in lieu of all other warranties, express or implied, including but not limited to warranties of fitness or merchantability. LIMITATIONS OF LIABILITY: SCI shall not under any circumstances be liable for special or consequential damages such as, but not limited to damage to loss of other property or equipment, loss of profits or revenue, cost of capital, cost of purchased or replacement goods, claims of customers of our initial purchaser, any labor cost for repair or replacement of the product or damage caused by the product. The remedies of our initial purchaser, and all others, set forth herein are exclusive, and the liability of SCI with respect to same shall not, except as expressly provided herein, exceed the price of the SCI products on which such liability is based. Warranty and Limitations of Liability © 2010 Smith-Cooper International® Vail Fire & Emergency Services 09/02/16 SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 • www.smithcooper.com 85 Toll Free 800-766-0076 Fax 323-890-4456 www.smithcooper.com Industrial PVF Malleable Iron Cast Iron Ductile Iron Bronze Fittings Flanged Fittings Forged Steel Fittings Merchant Steel COOPLETS® Nipples Lead Free Valves Ball Gate Globe Check Butterfly Straight Stops Hose Bibbs / Sillcocks Boiler Drains Specialties Stainless Steel 150# Fittings 3000# Forged Fittings Weld Fittings Sanitary Fittings Compression Fittings Flanges Nipples Pipe & Tubing Valves Grooved Couplings Fittings Valves COOPLET® Adapter Nipples Los Angeles, CA · Atlanta, GA · Vancouver, WA · Chicago, IL 0710 Vail Fire & Emergency Services 09/02/16 Main Office/Manufacturing Facility · 1375 Sampson Ave. · Corona, CA 92879 · Ph: 909.737.5599 · Fax: 909.737.0330 Customer Service · 800.786.5266 www.tolco.com 86 wwwwww..ttoollccoo..ccoom m Revision 5/24/2001 ™ ® a brand of Fig. 200 - “Trimline” Adjustable Band Hanger Size Range — 1/2" thru 8" pipe Material — Carbon Steel, Mil. 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" thru 2") 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" thru 8" Spring tension on nut holds it securely in hanger before installation. Adjusting nut is easily removed. Approvals — Underwriters’ Laboratories listed (1/2" thru 8") in the USA (UL) and Canada (cUL) for steel and CPVC plastic pipe and Factory Mutual Engineering Approved (3/4" thru 8"). Conforms to Federal Specifications WW-H-171E, Type 10 and Manufacturers Standardization Society SP-69, Type 10. Maximum Temperature — 650°F Finish — Mil. Galvanized. For Stainless Steel materi- als, order TOLCO™ Fig. 200WON. Order By — Figure number and pipe size Dimensions · Weights Pipe Rod Size Max. Rec. Approx. Size Inch Metric A B Load Lbs. Length 1/2 3/8 8mm or 10mm 31/8 25/8 400 11 3/4 3/8 8mm or 10mm 31/8 2 1/2 400 11 1 3/8 8mm or 10mm 33/8 25/8 400 12 11/4 3/8 8mm or 10mm 33/4 27/8 400 13 11/2 3/8 8mm or 10mm 37/8 27/8 400 14 2 3/8 8mm or 10mm 41/2 3 400 15 21/2 3/8 10mm 55/8 41/8 600 27 3 3/8 10mm 57/8 4 600 29 31/2 3/8 10mm 73/8 51/4 600 34 4 3/8 10mm 73/8 5 1000 35 5 1/2 12mm 91/8 6 1/4 1250 66 6 1/2 12mm 101/8 63/4 1250 73 8 1/2 12mm 131/8 8 3/4 1250 136 Vail Fire & Emergency Services 09/02/16 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 70 wwwwww..ttoollccoo..ccoomm ® a brand of Revision 8/15/2005 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. 98 - Rod Stiffener 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 Electro-Galvanized and HDG finish or Stainless Steel materials. Order By Figure number, rod diameter and finish 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 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 Component of State of California OSHPD Approved Seismic Restraints System Vail Fire & Emergency Services 09/02/16 www.powers.com 1 General InformatIon TECH MANUAL – MECHANiCAL ANCHors ©2015 PoWErs VoLUME 1 – 9/2015 – rEV. H Section contentS Mechanical anchors snAke+ inTernal Thread Version • Unified coarse thread (UNC) anchor MaTerials • Zinc plated carbon steel body anchor size range (TYP.) • 1/4",3/8 " and 1/2" diameters suiTable base MaTerials • Normal-weight concrete • Sand-lightweight concrete • Concrete oversteel deck C R A C K E D C O N C R E T E T E N S I O N Z O N E Q U AL I F I C A T I O N S E I S M I C R E G I O N Code listed ICC-eS eSr-2272 concreTe This ProductAvailable In ® Powers DesignAssist ® Real-TimeAnchor Design Software www.powersdesignassist.com general inforMaTion snAke+® Internally Threaded Screw Anchor ProdUct descriPtion 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 APPlicAtions And Uses • Suspending conduit, cable trays and strut • Interior applications/low level corrosion environment • Tension zone areas • Pipe supports • Seismic and wind loading applications • Fire sprinklers • Suspended lighting FeAtUre And BeneFits + 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 APProvAls And listinGs • International Code Council, Evaluation Service (ICC-ES), ESR-2272 for concrete. Code compliant with the 2015IBC, 2015IRC, 2012 IBC, 2012 IRC, 2009 IBC, 2009 IRC, 2006 IBC, and 2006 IRC. • Tested in accordance with ACI 355.2 and ICC-ES AC193 for use in structural concrete under the design provisions ofACI 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) www.approvalguide.com - Pipe hanger components for automatic sprinkler systems GUide sPeciFicAtions 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, sC1, Type iii (Fe/Zn 5) Minimum plating requirements for Mild service Condition General Information......................1 Material Specifications .................1 Installation Specifications ............2 Installation Instructions................3 Performance Data..........................4 Installation Specifications ............8 Ordering Information ....................9 Vail Fire & Emergency Services 09/02/16 www.powers.com 2 TECH MANUAL – MECHANiCAL ANCHors ©2015 PoWErs VoLUME 1 – 9/2015 – rEV. H InStallatIon SpeCIfICatIonS Mechanical anchors insTallaTion sPecificaTions Installation Information for Snake+ Screw Anchor for Single Point Applications1 Anchor Property/ Setting Information Notation Units Nominal Anchor Size 1/4" 3/8" 1/2" Nominal outside anchor diameter da(do)3 i n. (mm) 0.375 (9.5) 0.500 (12.7) 0.750 (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 steel insert element (following anchor installation) dh in. 5/16 7/16 9/16 Nominal drill bit diameter dbit in. 3/8 ANsi 1/2 ANsi 3/4 ANsi Minimum hole depth ho in. (mm) 2 (51) 2 (51) 2-1/2 (64) overall anchor length ℓanch in. (mm) 1-1/4 (32) 1-1/4 (32) 1-11/16 (43) Minimum nominal embedment depth2 hnom in. (mm) 1-5/8 (41) 1-5/8 (41) 2-3/16 (55) Effective embedment hef in. (mm) Not Applicable4 1.10 (28) 1.54 (39) Maximum impact wrench power (torque) Tscrew ft.-lb. (N-m) 120 (163) 345 (468) 345 (468) Maximum tightening torque of steel insert element (threaded rod or bolt) Tmax ft.-lb. (N-m) 4 (6) 8 (11) 36 (49) Anchors Installed in Concrete Construction2 Minimum member thickness2 hmin in. (mm) Not Applicable4 4 (102) 4 (102) Critical edge distance2 cac in. (mm) Not Applicable4 3 (76) 4(102) Minimum edge distance2 cmin in. (mm) Not Applicable4 3 (76) 4 (102) Minimum spacing distance2 smin in. (mm) Not Applicable4 3 (76) 4 (102) Anchors Installed in the Topside of Concrete-Filled Steel Deck Assemblies5 Minimum member topping thickness hmin,deck in. (mm) Not Applicable4 3-1/4 (83) Not applicable Critical edge distance cac,deck,top in. (mm) Not Applicable4 3 (76) Not applicable Minimum edge distance cmin,deck,top in. (mm) Not Applicable 4 3 (76) Not applicable Minimum spacing distance smin,deck,top in. (mm) Not Applicable4 3 (76) Not applicable 1. The information presented in this table is to be used in conjunction with the design criteria of ACI 318 Appendix D. 2. 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 3hef or 1.5 times the flute width. 3. The notation in parenthesis is for the 2009 IBC. 4. The 1/4-inch diameter anchor is limited to redundant fastening design only. 5. 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 Do not exceed Tmax Do not exceed Tmax Vail Fire & Emergency Services 09/02/16 www.powers.com 3 InStallatIon InStruCtIonS TECH MANUAL – MECHANiCAL ANCHors ©2015 PoWErs VoLUME 1 – 9/2015 – rEV. H Mechanical anchors insTallaTion insTrucTions Min. 3-1/4" Max.3" Min. 4-1/2" (Typ) SAND-LIGHTWEIGHT CONCRETE OR NORMAL WEIGHT CONCRETEOVER STEEL DECK (MINIMUM 2,500 PSI) Snake+ Anchor(Typ) 1. 3/8-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. Min. 3" Max. 3" Min. 4-1/2" Min. 4-1/2" (Typ) Min. 12" (Typ) Upper Flute (Valley) 1" Clearance Min. STRUCTURAL SAND-LIGHTWEIGHT CONCRETE OR NORMAL WEIGHT CONCRETE OVER STEEL DECK (MINIMUM 3,000 PSI) Snake+Anchor (Typ) 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. Vail Fire & Emergency Services 09/02/16 www.powers.com 4 TECH MANUAL – MECHANiCAL ANCHors ©2015 PoWErs VoLUME 1 – 9/2015 – rEV. H performanCe Data Mechanical anchors PerforMance daTa Tension Design Information (For use with load combinations taken from ACI 318 Section 9.2)1,2 Design Characteristic Notation Units Nominal Anchor Diameter 3/8 inch 1/2 inch Anchor category 1,2 or 3 - 1 1 Nominal embedment depth hnom in. (mm) 1-5/8 (41) 2-3/16 (55) STEEL STRENGTH IN TENSION4 Minimum specified yield strength of steel insert element fy ksi (N/mm2) AsTM A36 36.0 (248) AsTM A193, Grade B7 105.0 (724) - Minimum specified ultimate strength of steel insert element futa 11 ksi (N/mm2) AsTM A36 58.0 (400) AsTM A193, Grade B7 125.0 (862) - Effective tensile stress area of steel insert element Ase, n (Ase)11 in2 (mm2) 0.0775 (50) 0.1419 (92) steel strength in tension Nsa lb (kN) AsTM A36 4.495 (20.0) 8,230 (37.0) AsTM A193, Grade B7 9,685 (43.1) - reduction factor for steel strength3,4 f - 0.65 CONCRETE BREAKOUT STRENGTH IN TENSION8 Effective embedment hef in. (mm) 1.10 (28) 1.54 (39) Effectiveness factor for uncracked concrete kucr - 24 30 Effectiveness factor for cracked concrete kcr - 17 24 Modification factor for cracked and uncracked concrete5 ψc,n - Cracked concrete = 1.0 Uncracked concrete = 1.0 Critical edge distance cac in. (mm) 3 (76) 4 (102) reduction factor for concrete breakout strength3 f - Condition B = 0.65 PULLOUT STRENGTH IN TENSION (NON-SEISMIC APPLICATIONS)8 Characteristic pullout strength, uncracked concrete (2,500 psi)6 Np,uncr lb (kN) see note 7 see note 7 Characteristic pullout strength,cracked concrete (2,500 psi)6 Np,cr lb(kN) see note 7 1,665 (7.4) reduction factor for pullout strength3 f - 0.65 (Condition B) PULLOUT STRENGTH IN TENSION FOR SEISMIC APPLICATIONS8 Characteristic pullout strength, seismic (2,500 psi)6,9 Np,eq lb(kN) see note 7 1,665 (7.4) reduction factor for pullout strength3 f - Condition B = 0.65 PULLOUT STRENGTH IN TENSION FOR SOFFIT OF SAND-LIGHT WEIGHT AND NORMAL-WEIGHT CONCRETE OVER STEEL DECK Characteristic pullout strength, uncracked concrete over steel deck6,10 Np,deck,uncr lb (kN) 1,515 (6.7) 1,625 (7.2) Characteristic pullout strength, cracked concrete over steel deck6,10 Np,deck,cr lb (kN) 1,075 (4.8) 1,300 (5.8) Characteristic pullout strength, cracked concrete over steel deck, seismic6,9,10 Np,deck,eq lb (kN) 1,075 (4.8) 1,300 (5.8) reduction factor for pullout strength, concrete over steel deck3 f - Condition B = 0.65 1. 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 D.3.3 shall apply. 2. Installation must comply with published instructions and details. 3. All values offwere determined from the load combinations of ACI 318 Section 9.2. If the load combinations of ACI 318 Appendix C are used, the appropriate value offmust 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 D.4.3 for appropriateffactor. 4. 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 D.1. However, the anchor steel is considered a brittle steel element in tension as defined by ACI 318. D.1. Tabulated values for steel strength in tension must be used for design. 5. For all design cases useψc,n = 1.0. Select appropriate effectiveness factor for cracked concrete (kcr) or uncracked concrete (kuncr). 6. For all design cases useψc,p = 1.0. For concrete compressive strength greater than 2,500 psi, Npn = (Pullout strength value from table)*(specified concrete compressive strength/2500)0.5. For concrete over steel deck the value of 2,500 must be replaced with the value of 3,000. 7. Pullout strength will not control design of indicated anchors. Do not calculate pullout strength for indicated anchor size and embedment. 8. Anchors are permitted to be used in sand-lightweight concrete provided that Nb and Npn are multiplied by a factor of 0.60 (not required for steel deck). 9. Reported values for characteristic pullout strength in tension for seismic applications are based on test results per ACI 355.2, Section 9.5. 10.Values for Np, deck are for sand-lightweight concrete (f’c, min = 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 D.5.2 is not required for anchors installed in the flute (soffit). 11.The notation in brackets is for the 2006 IBC. Vail Fire & Emergency Services 09/02/16 www.powers.com 5 performanCe Data TECH MANUAL – MECHANiCAL ANCHors ©2015 PoWErs VoLUME 1 – 9/2015 – rEV. H Mechanical anchors Shear Design Information (For use with load combinations taken from ACI 318 Section 9.2)1,2 Design Characteristic Notation Units Nominal Anchor Diameter 3/8 inch 1/2 inch Anchor category 1,2 or 3 - 1 1 Nominal embedment depth hnom in. (mm) 1-5/8 (41) 2-3/16 (55) STEEL STRENGTH IN SHEAR4 steel strength in shear5 Vsa lb (kN) AsTM A36 770 (3.4) 1,995 (8.9) AsTM A193, Grade B7 1,655 (7.4) - reduction factor for steel strength3 f - 0.60 CONCRETE BREAKOUT STRENGTH IN SHEAR6 Nominal outside anchor diameter da(do)10 in. (mm) 0.500 (12.7) 0.750 (19.1) Load bearing length of anchor (hef or 8do, whichever is less) ℓe - 1.10 (28) 1.54 (39) reduction factor for concrete breakout strength3 f - Condition B = 0.70 PRYOUT STRENGTH IN SHEAR6 Coefficient for pryout strength (1.0 for hef < 2.5 in, 2.0 for hef ≥ 2.5 in.) kcp - 1.0 1.0 Effective embedment hef in. (mm) 1.10 (28) 1.54 (39) reduction factor for pullout strength3 f - Condition B = 0.70 STEEL STRENGTH IN SHEAR FOR SEISMIC APPLICATIONS steel strength in shear, seismic7 Vsa,eq lb (kN) AsTM A36 770 (3.4) 1,995 (8.9) AsTM A193, Grade B7 1,655 (7.4) - reduction factor for pullout strength3 f - Condition B = 0.60 STEEL STRENGTH IN SHEAR FOR SOFFIT OF SAND-LIGHT WEIGHT AND NORMAL-WEIGHT CONCRETE OVER STEEL DECK9 steel strength in shear, concrete over steel deck8 Vsa,deck lb (kN) AsTM A36 770 (3.4) 1,995 (8.9) AsTM A193,Grade B7 1,655 (7.4) - steel strength in shear, concrete over steel deck, seismic8 Vsa,deck,eq lb (kN) AsTM A36 770 (3) 1,995 (8.9) AsTM A193, Grade B7 1,665 (7.4) - reduction factor for pullout strength3 f - Condition B = 0.60 1. 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. 2. Installation must comply with published instructions and details. 3. All values offwere determined from the load combinations of IBC Section 1605.2. or ACI 318 Section 9.2. If the load combinations of ACI 318 Appendix C are used, the appropriate value offmust 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 appropriateffactor. 4. It is assumed that the threaded rod or bolt used with the Snake+ anchor will be a ductile steel element as defined by ACI 318 D.1. 5. 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 D.6.1.2. 6. 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).. 7. 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. 8. Tabulated values for Vsa,deck are for sand-lightweight concrete (f’c,min = 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 deck soffit (flute). 9. 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. Vail Fire & Emergency Services 09/02/16 www.powers.com 6 TECH MANUAL – MECHANiCAL ANCHors ©2015 PoWErs VoLUME 1 – 9/2015 – rEV. H performanCe Data Mechanical anchors Factored Design Strength (ØNn And ØVn) Calculated In Accordance With ACI 318 Appendix D: 1- 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: - ca1 is greater than or equal to the critical edge distance, cac (table values based on ca1 = cac). - ca2 is greater than or equal to 1.5 times ca1. 2- Calculations were performed according to ACi 318-11 Appendix D. The load level corresponding to thecontrolling 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 tensionand pryout strength in shear are calculated using the effective embedment values, hef, for the selectedanchors as noted in the design information tables. Please also reference the installation specifications formore information. 3- strength reduction factors (ø) 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. 5- 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. 6- interpolation is not permitted to be used with the tabular values. For intermediate base materialcompressive strengths please see ACi 318 Appendix D. For other design conditions including seismicconsiderations please see ACi 318 Appendix D. Ca1 Ca2 ha Tension and Shear Design Strengths Installed in Cracked Concrete ® NominalAnchorSize (in.) NominalEmbed.hnom (in. ) SteelInsertElement (ThreadedRod orBolt) Minimum Concrete Compressive Strength, f’c (psi) 2,500 3,000 4,000 6,000 8,000 fNn Tension (lbs.) fVn Shear (lbs.) fNn Tension (lbs.) fVn Shear (lbs.) fNn Tension (lbs.) fVn Shear (lbs.) fNn Tension (lbs.) fVn Shear (lbs.) fNn Tension (lbs.) fVn Shear (lbs.) 3/8 1-5/8 AsTM A36 635 500 700 500 805 500 985 500 1,140 500 AsTM A193Grade B7 635 685 700 750 805 870 985 1,065 1,140 1,075 1/2 2-3/16 AsTM A36 1,080 1,295 1,185 1,295 1,370 1,295 1,675 1,295 1,935 1,295 ■ - Anchor Pullout/Pryout Strength Controls ■ - Concrete Breakout Strength Controls ■ - Steel Strength Controls Tension and Shear Design Strengths Installed in Uncracked Concrete ® NominalAnchorSize (in.) NominalEmbed.hnom (in. ) SteelInsertElement (ThreadedRod orBolt) Minimum Concrete Compressive Strength, f’c (psi) 2,500 3,000 4,000 6,000 8,000 fNn Tension (lbs.) fVn Shear (lbs.) fNn Tension (lbs.) fVn Shear (lbs.) fNn Tension (lbs.) fVn Shear (lbs.) fNn Tension (lbs.) fVn Shear (lbs.) fNn Tension (lbs.) fVn Shear (lbs.) 3/8 1-5/8 AsTM A36 900 500 985 500 1,140 500 1,395 500 1,610 500 AsTM A193Grade B7 900 970 985 1,060 1,140 1,075 1,395 1,075 1,610 1,075 1/2 2-3/16 AsTM A36 1,865 1,295 2,040 1,295 2,355 1,295 2,885 1,295 3,335 1,295 ■ - Anchor Pullout/Pryout Strength Controls ■ - Concrete Breakout Strength Controls ■ - Steel Strength Controls Vail Fire & Emergency Services 09/02/16 www.powers.com 7 performanCe Data TECH MANUAL – MECHANiCAL ANCHors ©2015 PoWErs VoLUME 1 – 9/2015 – rEV. H Mechanical anchors redUndAnt FAsteninG 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 n1, 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. n2 = At Number of AnchoragePoints n1 Vail Fire & Emergency Services 09/02/16 www.powers.com 8 TECH MANUAL – MECHANiCAL ANCHors ©2015 PoWErs VoLUME 1 – 9/2015 – rEV. H InStallatIon SpeCIfICatIonS Mechanical anchors insTallaTion sPecificaTions Installation Information for Snake+ Screw Anchor in Redundant Fastening Applications Anchor Property/ Setting Information Notation Units Nominal Anchor Size 1/4" 3/8" 1/2" Nominal drill bit diameter dbit in. 3/8" ANsi 1/2" ANsi 3/4" ANsi Nominal embedment depth hnom in. (mm) 1-5/8 (41) 1-5/8 (41) 2-3/16 (55) Effective embedment hef in. (mm) 1.10 (28) 1.10 (28) 1.54 (39) Minimum hole depth ho in. (mm) 2 (51) 2 (51) 2-1/2 (64) Minimum concrete member thickness hmin in. (mm) 3 (76.2) 3 (76.2) 3 (76.2) overall anchor legnth ℓanch in. (mm) 1-1/4 (32) 1-1/4 (32) 1-11/16 (43) Minimum edge distance, redundant fastening1 cmin = cac i n.(mm) 4 (102) 4 (102) 4 (102) Minimum spacing distance, redundant fastening1 smin in. (mm) 8 (203) 8 (203) 8 (203) Maximum tightening torque of steel insert element (threaded rod or bolt) Tmax ft.-lb. (N-m) 4 (6) 8 (11) 36 (49) Maximum impact wrench power (torque) Tscrew ft.-lb. (N-m) 120 (163) 345 (468) 345 (468) 1. Tabulated minimum spacing and edge distances are applicable only for redundant fastening applications. Redundant Fastening Design Information for Snake+ Anchors1,2,3 Anchor Property/ Setting Information Notation Units Nominal Anchor Size 1/4" 3/8" 1/2" Anchor category 1,2 or 3 - 1 1 1 Nominal embedment depth hnom in. (mm) 1-5/8 (41) 1-5/8 (41) 2-3/16 (55) CHARACTERISTIC STRENGTH (RESISTANCE) INSTALLED IN CONCRETE4,5 resistance, cracked or uncracked concrete (2,500psi) Fra lb (kN) Number ofanchorage points Number ofanchorage points Number ofanchorage points n1 ≥ 4 n1 ≥ 3 n1 ≥ 4 n1 ≥ 3 n1 ≥ 4 n1 ≥ 3 550 (2.5) 360 (1.6) 675 (3.0) 450 (2.0) 675 (3.0) 450 (2.0) Effective tensile stress area fra - 0.65 CHARACTERISTIC STRENGTH (RESISTANCE) FOR SAND-LIGHTWEIGHT AND NORMAL WEIGHT CONCRETE OVER STEEL DECK4 resistance, cracked or uncracked concrete over steel deck (2,500 psi) Fra lb (kN) Number of anchorage points Number of anchorage points Number of anchorage points n1 ≥ 4 n1 ≥ 3 n1 ≥ 4 n1 ≥ 3 n1 ≥ 4 n1 ≥ 3 550 (2.5) 360 (1.6) 675 (3.0) 450 (2.0) 675 (3.0) 450 (2.0) strength reduction factor3 fra - 0.65 1. The data in this table is intended to be used with the design provisions of this product; loads may be applied in any direction. 2. Installation must comply with published instructions and details. 3. All values offwere determined from the load combinations of IBC Section 1605.2.1, or ACI 318 Section 9.2. 4. 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. 5. Anchors are permitted to be used in structural sand-lightweight concrete, provided the resistance value is multiplied by 0.6. Vail Fire & Emergency Services 09/02/16 www.powers.com 9 orDerInG InformatIon TECH MANUAL – MECHANiCAL ANCHors ©2015 PoWErs VoLUME 1 – 9/2015 – rEV. H Mechanical anchors Ultimate Tension Load Capacities for Snake+ in Normal-Weight Uncracked Concrete1,2,3,4 Nominal Anchor Diameter in. MinimumEmbedmentDepth in.(mm) Minimum Concrete Compressive Strength f’c = 2,500 psi (17.2 MPa) f’c = 3,000 psi (20.7 MPa) f’c = 6,000 psi (41.4 MPa) Tension lbs. (kN) Shear lbs. (kN) Tension lbs. (kN) Shear lbs. (kN) Tension lbs. (kN) Shear lbs. (kN) 1/4 1-5/8(41) 2,130 (9.5) 1,045 (4.6) 2,335 (10.4) 1,045 (4.6) - - 3/8 1-5/8 (41) 2,165 (9.7) 1,045 (4.6) 2,370 (10.6) 1,045 (4.6) 3,190 (14.2) 1,045 (4.6) 1/2 2-3/16 (55) 5,590 (24.9) 2,050 (9.1) 6,125 (27.3) 2,050 (9.1) 7,240 (32.0) 2,050 (9.1) 1. Tabulated load values are for anchors installed in concrete. Concrete compressive strength must be at the specified minimum at the time of installation. 2. Ultimate load capacities must be reduced by a minimum safety factor of 4.0 or greater to determine allowable working load. 3. The tabulated load values are applicable to single anchors in uncracked concrete installed at critical spacing distance between anchors and at critical edge distance. 4. Ultimate shear capacity is controlled by steel strength of ASTM A36 element (or equivalent). ordering inforMaTion Carbon Steel Snake+ Screw Anchor Cat. No. Anchor Size Embedment Internal Thread Depth Std. Box1 Std. Ctn. 6400sD 1/4" 1-5/8" 11/32" 100 1,000 6401sD 3/8" 1-5/8" 23/32" 50 500 6403sD 1/2" 2-1/2" 15/16" 50 300 1. Each box comes with one free setting tool Setting Tool for Snake+ Screw Anchor Cat. No. Anchor Size Std. Ctn. 6402sD 1/4" 1 6407sD 3/8" 1 6404sD 1/2" 1 Vail Fire & Emergency Services 09/02/16