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3445 VIA MONTEBELLO; ; AS160153; Permit
9/15/2020 AS160153 Permit Data City of Carlsbad Sprinkler Permit Permit No: AS160153 3445 VIA Job Address: Status: ISSUED MONTEBELLO Permit Type: SPRINK Applied 5/18/2016 Parcel No: 2230507200 Approved: 6/29/2016 Lot #: 0 Reference No.: Issued: 6/29/2016 PC #: Inspector: Project Title: MICHAEL'S LCTC COMM. BLDG #15 SPRINKLERS SYSTEM-LA COSTA TOWN SQUARE Applicant: PARAMOUNT FIRE SYSTEMS, INC. P.O. BOX 713194 SANTEE,CA 619-562-6247 Owner: PROPERTY DEVELOPMENT CENTERS L LC C/OSAFEWAY INC 5918 STONERIDGE MALL RD PLEASANTON CA Fees ($) Add'l Fees ($) Total ($) Balance ($) 618 0 618 0 1/1 wi t FIRE S YS TEMS, INC. Michaels La Costa Town Square 3445 Via Montebello Carlsbad, CA, 92009 AUTOMATIC WET FIRE SPRINKLER SYSTEM Material Submittal Table of Contents Page# Sprinkler Heads 01 -14 Valves & Gauge 15-21 Grooved Fittings 22 -32 Steel Pipe & Fittings 33 -43 Hangers & Seismic Assemblies 44-60 Electrical & Accessories 61-65 Fire-Stopping 66-73 AS160153 3445 VA MONTEBELLO P.O. Box 713194 Santee, CA 92072 (619) 562-6247 fax (619) 562-6273 tqCD Worldwide I Fire Protection Contacts i www.tyco-fire.com Products Model EC-25 (CMDA and CMSA Applications) Extended Coverage Upright Sprinklers K-factor 252 (360) General Description The TYCO Model EC-25 Extended Coverage Upright Sprinkler is a UL listed, standard response, extended coverage Control Mode Density Area (CMDA) sprinkler for storage appli- cations. It is also FM Approved as a quick response, extended coverage Control Mode Density Area (CMDA) sprinkler and as a Control Mode Spe- cific Application (CMSA) sprinkler, as well as FM Approved for storage and non-storage applications. In addition, these sprinklers may be used in accordance with the new Chapter 21 of the 2013 edition of NFPA 13. As such, tables 21.2.2 and 21.3.2 of NFPA 13 may be utilized for design options. When used in accordance with NFPA Chapter 21, smoke vents and draft curtains are not required as specified in the 2015 edition of the In- ternational Building Code (IBC) and In- ternational Fire Code (IFC) for CMSA sprinklers with an RTI of 50 or less and a design of 12 or fewer sprinklers. These sprinklers offer a maximum coverage area of 196 ft2 (18,2 m2), which is almost double the area of- fered by standard coverage sprinklers used for similar applications. The Model EC-25 Upright Sprinklers comply with the criteria for the protec- tion of retail stores as described in the 2013 Edition of NFPA 13, Section 20.3. Where the FM Approval is utilized, the Model EC-25 Upright Sprinkler has successfully undergone full-scale fire IMPORTANT Always refer to Technical Data Sheet TFP700 for the "INSTALLER WARNING" that provides cau- tions with respect to handling and installation of sprinkler sys- tems and components. Improp- er handling and installation can permanently damage a sprin- kler system or its components and cause the sprinkler to fall to operate in a fire situation or cause it to operate prematurely. Page 1 of 4 testing at FM Global for ceiling-only storage and non-storage applications. When used in conformance with ap- plicable FM Global Property Loss Pre- vention Data Sheets, the Model EC-25 Sprinkler provides low hydraulic de- mand, the spacing advantages of ex- tended coverage, and the obstruction benefits of an upright sprinkler. For more information on applications and benefits of the Model EC-25 Sprin- kler, refer to the available white papers at www.tyco-fire.com. IA!(.RLII The Model EC-25 Upright Sprinklers described herein must be installed and maintained in compliance with this document, as well as with the ap- plicable standards of the National Fire Protection Association, in addition to the standards of any other authorities having jurisdiction (e.g., FM Global). Failure to do so may impair the perfor- mance of these devices. The owner is responsible for maintain- ing their fire protection system and devices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Sprinkler Identification Number (SIN) TY9128 Technical Data Approvals UL and C-UL Listed: CMDA (Stan- dard Response) FM Approved: CMDA and CMSA (Quick Response) NYC under MEA 355-01-E (Approvals only apply to the service conditions indicated in the Design Cri- teria section.) MAY 2014 Maximum Working Pressure 175 psi (12,1 bar) Pipe Thread Connection 1 inch NPT ISO 7-Ri Discharge Coefficient K=25.2 GPM/p51112 (362,9 LPM/bar112) Temperature Ratings 165°F (74°C) 214°F (101°C) Maximum Coverage Area 196 ft2 (18,2 m2) Finish Natural Brass Physical Characteristics Frame .............................Brass Deflector .........................Copper Compression Screw ..........Stainless Steel Hook .............................Monet Strut .............................Monel Link Assembly ................ Solder, Nickel Button .............................Brass Sealing Assembly ...........Beryllium Nickel with TEFLON Ejection Spring ....................Inconel Deflector Nut........................Brass Response Time Index (RTI) Less than or equal to 50 (m-s)05 Operation The fusible link assembly is com- prised of two link halves that are joined together by a thin layer of sol- der. When the rated temperature is reached, the solder melts and the two link halves separate, allowing the sprinkler to activate and flow water. TFP2I3 TFP2I3 Page 2 of 4 3 TEMPERATURE _ 2-9/16 DIA. 10 RATING I (65,0 mm) Frame Deflector Compression Screw Hook Strut i5 (95,3 mm) Link Assembly IL1 Button 6 9/16' Gasketed Spring Plate (14,3 mm) Ejection Spring 9 WRENCH NOMINAL Deflector Nut FLATS MAKE-IN ISO 7-R1 pipe thread can be provided on special 7 request. 1 1 NPT ' FIGURE 1 MODEL EC-25 EXTENDED COVERAGE UPRIGHT SPRINKLER Design Criteria UL AND C-UL LISTING CRITERIA NFPA 13, Chapter 12 through 20 - Density/Area Design The TYCO Model EC-25 Extended Coverage Upright Sprinklers (TY9128) are UL and C-UL Listed for installation in accordance with the extended cov- erage upright spray sprinkler require- ments of NFPA 13 or other applicable NFPA standards when used in con- junction with the following guidelines: Suitable for the protection of extra hazard and high-piled storage oc- cupancies where area/density de- sign criteria are provided. Suitable for "unobstructed" or "noncombustible obstructed" construction. The Model EC-25 Sprinklers hav- ing been specifically tested and listed for noncombustible obstruct- ed construction are suitable for use within trusses or bar joists hav- ing noncombustible web members greater than 1 inch (25,4 mm) when applying the 4 times obstruction cri- teria rule defined under "Obstruc- tions to Sprinkler Discharge Pattern Development". The maximum coverage area per sprinkler is 196 ft2 (18,2 m2). The maximum distance between sprinklers is 15 feet (4,6 m) when the coverage area does not exceed 144 ft2 (13,4 m2), and the maximum distance between sprinklers is 14 feet (4,3 m) when the coverage area does not exceed 196 ft2 (18,2 m2). The minimum distance between sprinklers is 8 feet (2,44 m). The minimum flow requirement is based on the design density applied over the actual coverage area per sprinkler. For example: when sprinkler spac- ing is 14 ft. x 12 ft. -6in. (4,3 m 3,8 m) or 175 ft2 (16,3 m2), and the de- sign density is 0.6 GPM/ft2 (24,4 mm/mm), the sprinkler design flow rate is 105 GPM (397 LPM) and the required design pressure is 17.4 psi (1,2 bar). The minimum clearance between the deflector and the top of storage is 36 inches (0,9 m). For clearances of 36 inches (0,9 m) up to 48 inches (1,21 m), the minimum design pressure is 22 psi (1,52 bar). For clearances of 48 inches (1,21 m) and greater, the minimum design pressure is estab- lished by the minimum flow require- ment. However, the pressure can never be less than 7 psi (0,5 bar). Ordinary and intermediate tem- perature rated Model EC-25 Sprin- klers have been investigated for use in high-piled storage occupancies at the hydraulic demand normal- ly associated with high tempera- ture sprinklers. As such, the Model EC-25 Sprinklers are listed storage sprinklers having a K-factor great- er than 11.2 (161,4) and having or- dinary and intermediate tempera- ture ratings (that is, 165°F or 74°C and 214°F or 101°C). Consequent- ly, the Model EC-25 Sprinklers, in accordance with NFPA 13, may be used in conjunction with the den- sity curves for high temperature sprinklers. NFPA obstruction rules for Extended Coverage Sprinklers must be utilized. System Type Wet pipe, dry pipe, and preaction sys- tems are acceptable. FM APPROVAL CRITERIA FM Loss Prevention Data Sheets 2-0, 3-26, and 8-9 The TYCO Model EC-25 Extend- ed Coverage Upright Sprinklers (TY9128) are FM Approved to be uti- lized in accordance with the following guidelines. Application The Model EC-25 Extended Cover- age Upright Sprinklers are FM Ap- proved ceiling-level Storage Sprin- klers for storage occupancy hazards and other similar high heat release type fires. When compared with other FM Approved Storage Sprinklers, the Model EC-25 Sprinkler provides low hydraulic demand, the spacing advan- tages of extended coverage, and the FM obstruction benefits of an upright sprinkler. Model EC-25 Sprinklers should be used in conformance with applicable FM Global Property Loss Prevention Data Sheets. Hydraulic Design To determine the hydraulic design for the Model EC-25 Sprinkler refer to the applicable FM Global Property Loss Prevention Data Sheet. System Type Wet-pipe systems only ICH ss TFP2I3 Page 3 of 4 Sprinkler Spacing The maximum coverage area per sprin- kler is 196 ft2 (18,2 m2). The minimum coverage area per sprinkler is 100 ft2 (9,3 m2). The maximum distance be- tween sprinklers is 14 ft. (4,3 m). The minimum distance between sprinklers is 10 ft. (3,05 m). Note: When a wall or obstruction makes a minimum spacing of 10 ft. (3,05 m) impossible, consult FM Glob- al Property Loss Prevention Data Sheet 2.0 for applicable guidelines. Sprinkler Location Locate sprinklers with respect to the ceiling/roof in accordance with FM Global Property Loss Prevention Data Sheet 2.0. Obstructions Follow the obstruction requirements as detailed in FM Global Property Loss Prevention Data Sheet 2.0. Other Details All other design details should be in accordance with FM Global Proper- ty Loss Prevention Data Sheet 2.0 as well as any other applicable FM Glob- al Data Sheet. NFPA 13, CHAPTER 21 ALTERNATIVE SYSTEM DESIGN (CMSA) The TYCO Model EC-25 Extended Coverage Upright Sprinklers (1Y9128) have successfully undergone large- scale fire tests at Factory Mutual to comply with Chapter 21 of NFPA 13, 2013 Edition. As such, Tables 21.2.2 and 21.3.2 of NFPA 13 may be utilized for design options with the Model EC- 25 Upright Sprinklers for providing ceil- ing-only protection. This allows for the protection of Pal- letized, Solid Piled, Bin Box, Shelf, or Back-to-Back Shelf Storage as well as Single, Double, and Multiple Row Open Rack protection of up to 30 ft. (9,1 m) of Cartoned Unexpanded Group A Plas- tic Commodities in a maximum 35 ft. (11 m) ceiling condition with extended spacing up to 196 sq. ft. while main- taining very reasonable flow and pres- sure requirements. Pipe sizes as well as water supply requirements can now be kept to a minimum when compared to other design methods for high piled storage challenges. Refer to Tables A and B of this data sheet for specific flow, pressure, and number of sprin- klers to be calculated. When used in accordance with NFPA Chapter 21, smoke vents and draft curtains are not required as specified in the 2015 edition of the Internation- al Building Code (IBC) and Internation- al Fire Code (lFC) for CMSA sprinklers with an RTI of 50 or less and a design of 12 or fewer sprinklers. Construction Type For NFPA 13, Chapter 21,— Alternative Systems Designs In accordance with NFPA 13 for Ex- tended Coverage Sprinklers for High Piled Storage. Obstruction Criteria for NFPA 13 Chapter 21 - Alternative Systems Design Follow Sections 8.8.5.1, (Extended Coverage Obstruction Guidelines for Sprinkler Discharge Pattern Devel- opment); 8.12.5.2 and 8.12.5.3 (ESFR Obstruction Criteria for obstruction that prevent the pattern from reaching the hazard below). Exception: When using the Up- right EC-25 Sprinkler, any continu- ous obstruction 4 inches (100 mm) or less shall be permitted to be ig- nored in accordance with NFPA 13, section 21.5.3.2.3. Deflector Distance Below Ceiling Follow NFPA 13, Section 8.8.4 for al- lowed deflector distances below ceiling. Clearance to Storage Minimum 36 inches from deflector to top of storage required. Maximum Distance Between Sprinklers 14 ft. (4,3 m) Minimum Distance Between Sprinklers 10 ft. (3,0 m) Installation The TYCO Model EC-25 Upright Sprinklers are to be installed in accor- dance with this section. Damage to the fusible Link Assembly during installation can be avoided by handling the sprinkler using only the frame arms and the appropriate sprin- kler wrench. Do not grip or apply any force to the Fusible Link Assembly. Damaged sprinklers must be replaced immediately. A leak-tight 1 inch NPT sprinkler joint should be obtained by applying a min- imum-to-maximum torque of 20 to 30 ft.-lbs. (26,8 to 40,2 Nm). Higher levels of torque may distort the sprinkler in- let with consequent leakage or impair- ment of the sprinkler. Step 1. Install the Model EC-25 Sprin- kler in the upright position. J1INI1 TOWARDS SPRINKLER FITTING FIGURE 2 W-TYPE I SPRINKLER WRENCH Step 2. With pipe-thread sealant ap- plied, hand-tighten the sprinkler into the sprinkler fitting. Do not apply any force to the Link Assembly, and han- dle the Model EC-25 Sprinkler only by the Frame arms. Step 3. Wrench-tighten the Model EC-25 Sprinkler using only the W-Type 1 Sprinkler Wrench (Figure 2) and by fully engaging (seating) the wrench on the sprinkler Wrench Flats. Step 4. After installation, inspect the Link Assembly of each Model EC- 25 Sprinkler for damage. In particu- lar, verify that the Link Assembly and Hook are positioned as illustrated in Figure 1, and that the Link Assembly has not been bent, creased, or forced out of its normal position in any way. Damaged sprinklers must be replaced immediately. TFP2I3 Page 4 of 4 Storage Commodity Max. Max. Type of Number Mm. Max. Hose Water Arrangement Class Storage Ceiling/ System of Design Operating Coverage Stream Supply Height Roof Sprinklers Pressure Area Allowance Duration - - Height (hours) ft m ft m Class I 25 7,6 30 9,1 Wet 6 30 psi 14 ft x 14 ft 250 gpm 1 through Class (2,1 bar) (4,3 m x 4,3 m) (950 L/min) Palletized, IV, I Solid-Piled, Bin Box, encapsulated and 30 9,1 35 11 Wet 8 40 psi 12 ft x 12 ft 250 gpm 1 Shelf, or uneicapsu- (2,8 bar) (3,7 m x 3,7 m) (950 L/min) Back-to-Back 30 9,1 35 11 Wet lated, 8 40 psi 14 ft x 14 ft 500 gpm 1.5 Shelf Storage and cartoned non-expanded (2,8 bar) (4,3 m x 4,3 m) (1900 L/min) plastics TABLE A NFPA 13, CHAPTER 21- ALTERNATIVE SYSTEM DESIGN PALLETIZED, SOLID-PILED, BIN BOX, SHELF, OR BACK-TO-BACK SHELF STORAGE OF CLASS I - IV AND CARTONED NON-EXPANDED PLASTIC COMMODITIES Storage Commodity Max. Max. Type of Number Mm. Max. Hose Water Arrangement Class Storage Ceiling/ System of Design Operating Coverage Stream Supply Height Roof Sprinklers Pressure Area Allowance Duration - - Height (hours) ft m ft m Class I 25 7,6 30 9,1 Wet 6 30 psi 14 ft x 14 ft 250 gpm 1 through Class (2,1 bar) (4,3 m x 4,3 m) (950 L/min) Sprinkler protection IV, encapsulated - - - - 30 9,1 35 11 Wet 8 40 psi 12 ft x 12 ft 250 gpm 1 criteria for an (2,8 bar) (3,7 m x 3,7 m) (950 L/min) open-frame un actSu - - 30 9,1 35 11 Wet 8 40 psi 14 ft x 14 ft 500 gpm 1.5 rack storage late and cartoned non-expanded (2,8 bar) (4,3 m x 4,3 m) (1900 L/min) plastics TABLE B NFPA 13, CHAPTER 21-ALTERNATIVE SYSTEM DESIGN OPEN-FRAME RACK (SINGLE, DOUBLE, AND MULTIPLE ROW) STORAGE OF CLASS I - IV AND CARTONED NON-EXPANDED PLASTIC COMMODITIES Care and Maintenance The TYCO Model EC-25 Upright Sprinkler must be maintained and ser- viced in accordance with this section. Before closing a fire protection sys- tem main control valve for mainte- nance work on the fire protection sys- tem that it controls, obtain permission to shut down the affected fire protec- tion system from the proper authori- ties and notify all personnel who may be affected by this decision. Inspection, testing, and maintenance must be performed as indicated be- low and in accordance with the local requirements and/or national codes. Any impairment must be immediately corrected. The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and devic- es in compliance with this document, as well as with the applicable stan- dards of any authorities having juris- diction. Contact the installing contrac- tor or product manufacturer with any questions. Automatic sprinkler systems are rec- ommended to be inspected, tested, and maintained by a qualified Inspec- tion Service in accordance with local requirements and/or national codes. Limited Warranty For warranty terms and conditions, visit www.tyco-fire.com. Ordering Procedure Contact your local distributor for avail- ability. When placing an order, indi- cate the full product description and Part Number (P/N). Sprinkler Assemblies with 1 Inch NPT Pipe Threads Specify: Model EC-25 Extended Cov- erage Upright Sprinkler (1Y9128), (specify) temperature rating, natural brass, and P/N (specify): 165°F (74°C) ..............P/N 58-450-1-165 214°F(101°C) .............P/N 58-450-1-214 "Special Order" Sprinkler Assemblies with ISO 7-RI Pipe Threads Specify: Model EC-25 Extended Cov- erage Upright Sprinkler (TY9128) with ISO 7-R1 pipe thread, (specify) tem- perature rating, natural brass, and P/N (specify): 165°F (74°C) ..............P/N 58-451-1-165 214°F(101°C) .............P/N 58-451-1-214 Sprinkler Wrench Specify W-Type 1 Sprinkler Wrench, P/N 56-872-1-025 GLOBAL HEADQUARTERS 11400 Pennbrook Parkway, Lansdale, PA 19446 I Telephone +1-215-362-0700 Copyright © 2014 Tyco Fire Products, LP. All rights reserved. TEFLON is trademark of The DuPont Corporation. tqco Fire Protection Products tJJCG /Fire & Building / )Products Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 Series ELO-231 Upright and Pendent Sprinklers Standard Response, Standard Coverage General Description The 11.2 K-factor, Series ELO-231, Standard Response, Standard Cover- age, Upright and Pendent Sprinklers (Ref. Figure 1) are automatic sprin- klers of the fusible solder type. They are "standard response - spray sprin- klers" that produce a hemispherical water distribution pattern below the deflector. The 11.2 K-factor, ELO-231 Sprinklers were subjected to full scale, high-piled storage, fire tests to qualify their use in lieu of 5.6 or 8.0 K-factor standard spray sprinklers for the protection of high-piled storage. Higher flow rates can be achieved at much lower pressures with the 11.2 K-factor, ELO-231 Sprinklers - mak- ing their use highly advantageous in high density applications, such as the protection of high-piled storage. Wax or lead coatings can be used to extend the life of the copper alloy com- ponents used in Series ELO-231 sprin- klers beyond that which would other- wise be obtained when exposed to corrosive atmospheres. Although wax and lead coated sprinklers have passed the standard corrosion tests of the applicable approval agencies, the testing is not representative of all pos- IMPORTANT Always refer to Technical Data Sheet TFP700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and in- stallation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fall to operate in a fire situation or cause it to operate prematurely. sible corrosive atmospheres. Conse- quently, it is recommended that the end user be consulted with respect to the suitability of these corrosion resis- tant coatings for any given corrosive environment. The effects of ambient temperature, concentration of chemi- cals, and gas/chemical velocity, should be considered, as a minimum, along with the corrosive nature of the chemical to which the sprinklers will be exposed. An upright intermediate level version of the Series ELO-231 Sprinklers for in-rack applications can be obtained by utilizing the Series ELO-231 Up- right Sprinkler with the WSG-2 Guard & Shield, and a pendent intermediate level version of the Series ELO-231 Sprinklers can be obtained by utiliz- ing the Series ELO-231 Pendent Sprinkler with the WS-2 Shield. If there is a possibility of the pendent interme- diate level version being exposed to mechanical damage, a G-2 Guard can be added. WARNINGS The 11.2 K-factor, Series ELO-231 Upright and Pendent Sprinklers de- scribed herein must be installed and maintained in compliance with this document, as well as with the applica- ble standards of the National Fire Pro- tection Association, in addition to the standards of any other authorities hav- ing jurisdiction. Failure to do so may impair the performance of these de- vices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or manufac- turer should be contacted with any questions. Installation of Series ELO-231 Pen- dent Sprinklers in recessed escutch- eons will void all sprinkler warranties, as well as possibly void the sprinkler's Approvals and/or Listings. Page 1 of 6 MARCH, 2007 TFP34O Page 2 of 6 TFP34O SPRINKLER FINISH TYPE TEMPERATURE FRAME COLOR NATURAL BRASS I CHROME PLATED LEAD COATED WAX COATED I WAX OVER LEAD UPRIGHT (TV5III & TY5811) 165°F174°C Unpainted 1, 2, 3,4 1,2,3,4 212°F/1 00°C White 286°F/141°C Blue 1,2,3,4 1M, 2(a), 3(a), 4(a) PENDENT (TY5211 165°F/74°C Unpainted 1, 2, 3,4 1,2,4 212°F/i 00°C White 286°F/141°C Blue 1,2,4 1(8),2(a), 4(a) NOTES: Listed by Underwriters Laboratories, Inc. (UL Listed). Listed by Underwriters Laboratories, Inc. for use in Canada (C-UL Listed). Approved by Factory Mutual Research Corporation (FM Approved). Approved by the City of New York under MEA 291-04-E. (a). Listed/Approved for a maximum ceiling temperature of 150°F166°C. TABLE A LABORA TORY LISTINGS AND APPROVALS FOR 11.2 K-FACTOR SERIES ELO-231 UPRIGHT AND PENDENT SPRINKLERS (Refer to the Design Criteria Section) Model/Sprinkler Identification Numbers TY5III - Upright 11.2K, 3/4'NPT TY5211 - Pendent 11.2K, 3/4"NPT TY5811 - Upright 11.2K, 1/2"NPT TY5111 is a redesignation for C51 1.1 TY5211 is a redesignation for C521 1 TY5811 is a redesignation for C5811 Technical Data Approvals UL and C-UL Listed. FM and NYC Ap- proved.(Refer to Table A for complete approval information including corro- sion resistant status. The approvals apply to the service conditions indi- cated in the Design Criteria section.) Maximum Working Pressure 175 psi (12,1 bar) Discharge Coefficient K= 11.2 GPM/psi1'2 (161,4 LPM/barl/2) Temperature Ratings Refer to Table A Finishes Refer to Table A Physical Characteristics Frame .............Bronze Seal Disc ..........Copper Cap ..............Bronze Strut Assembly . . . Solder, Bronze, Stainless Steel Compression Screw .....Bronze Deflector ............Bronze Helper Spring . . . . Stainless Steel Ejector Spring .........Nickel Strut Clip ......Stainless Steel Design Criteria UL and C-UL Listing Requirements The 11.2 K-factor, Model ELO-231 (1Y5111, TY5211 & TY5811) Sprin- klers are to be installed in accordance with NFPA 13 standard sprinkler posi- tion and area/density flow calculation requirements for light, ordinary, or ex- tra hazard occupancies, as well as high piled storage occupancies (solid piled, palletized, rack storage, bin box, and shelf storage including but not lim- ited to Class I-IV and Group A plastics) with a minimum residual (flowing) pressure of 7 psi (0,5 bar) for wet or dry pipe systems. FM Approval Requirements The 11.2 K-factor, Model ELO-231 (1Y5111, TY5211 & 1Y5811) Sprin- klers are to be installed in accordance with the applicable "control mode den- sity/area" guidelines provided by Fac- tory Mutual. (FM guidelines may differ from UL and C-UL Listing criteria.) Page 3 of 6 TFP34O * Temperature rating is indicated on deflector. ** Pipe thread connections per ISO 7/1 can be provided on 1/2" (12,7 mm) special request. F NOMINAL MAKE-IN 2-13/16" I TNPTWRENCH TYP.FLATS 2 (71,4 mm) L 7/16" (11,1 mm) 1I NOMINAL MAKE-IN UPRIGHT TY5811 Components: 1 - Frame Seal Disc Cap 4 - Strut Assembly Compression Screw Deflector* Helper Spring Ejector Spring Strut Clip NPT : v kI4: FIGURE 1 11.2 K-FACTOR SERIES ELO-231 UPRIGHT - 3/4" NPT (TY5III), UPRIGHT - 1/2" NPT (TY5811), AND PENDENT - 3/4" NPT(TY5211) SPRINKLERS Operation A fusible alloy is sealed into a bronze actuating rod (center strut) by a stain- less steel ball. When the alloy melts at its rated temperature, the ball is forced upward into the center strut, releasing the two ejectors and operating the sprinkler. Installation The Series ELO-231 Sprinklers must be installed in accordance with the fol- lowing instructions: NOTES A leak tight 3/4 inch NPT sprinkler joint should be obtained with a torque of 10 to 20 ft.lbs. (13,4 to 26,8 Nm). A maxi- mum of 30 ft.lbs. (40,7 Nm) of torque is to be used to install sprinklers with 3/4 NPT connections. A leak tight 1/2 inch NPT sprinkler joint should be ob- tained with a torque of 7 to 14 ft.lbs. (9,5 to 19,0 Nm). A maximum of 21 ft. lbs. (28,5 Nm) of torque may be used to install sprinklers with 1/2 NPT con- nections. Higher levels of torque may distort the sprinkler inlet and cause leakage or impairment of the sprinkler. Do not attempt to make-up for insuffi- cient adjustment in the escutcheon plate by under- or over-tightening the sprinkler. Readjust the position of the sprinkler fitting to suit. The Series ELO-231 Upright and Pendent Sprinklers must be installed in accordance with the following in- structions. Step 1. Pendent sprinklers are to be installed in the pendent position, and upright sprinklers are to be installed in the upright position. Step 2. With pipe thread sealant ap- plied to the pipe threads, hand tighten the sprinkler into the sprinkler fitting. Step 3. Tighten the sprinkler into the sprinkler fitting using only the W-Type "FITTING SIDE" TOWARDS SPRINKLER FITTING WRENCH RECESS / (END "N') FIGURE 2 W-TYPE 3 SPRINKLER WRENCH 3 Sprinkler Wrench (Ref. Figure 2), except that an 8 or 10 inch adjustable Crescent wrench is to be used for wax coated sprinklers. With reference to Figure 1, the W-Type 3 Sprinkler Wrench or the adjustable Crescent wrench, as applicable is to be applied to the wrench flats. When installing wax coated sprinklers with the adjustable Crescent wrench, additional care needs to be exercised to prevent damage to the wax coating on the sprinkler wrench flats or frame arms and, consequently, exposure of bare metal to the corrosive environ- ment. The jaws of the wrench should be opened sufficiently wide to pass over the wrench flats without damag- ing the wax coating. Before wrench tightening the sprinkler, the jaws of the wrench are to be adjusted to just con- tact the sprinkler wrench flats. After wrench tightening the sprinkler, loosen Page 4 of 6 TFP34O the wrench jaws before removing the wrench. After installation, the sprinkler wrench flats and frame arms must be in- spected and the wax coating re- touched (repaired) whenever the coat- ing has been damaged and bare metal is exposed. The wax coating on the wrench fiats can be retouched by gen- tly applying a heated 1/8 inch diameter steel rod to the areas of wax that have been damaged, to smooth it back over areas where bare metal is exposed. NOTES Only retouching of the wax coating ap- plied to the wrench flats and frame arms is permitted, and the retouching is to be performed only at the time of the initial sprinkler installation. The steel rod should be heated only to the point at which it can begin to melt the wax, and appropriate precautions need to be taken, when handling the heated rod, in order to prevent the installer from being burned. If attempts to retouch the wax coating with complete coverage are unsuc- cessful, additional wax can be ordered in the form of a wax stick (the end of which is color coded). Only the correct color coded wax is to be used, and retouching of wrench flats and frame arms is only permitted at the time of initial sprinkler installation. With the steel rod heated as previously de- scribed, touch the rod to the area re- quiring additional wax with the rod an- gled downward, and then touch the wax stick to the rod approximately one-half inch away from the area re- quiring retouching. The wax will melt and run down onto the sprinkler. Care and Maintenance Series ELO-231 Sprinklers must be maintained and serviced in accord- ance with the following instructions: NOTES Before closing a fire protection system control valve for maintenance work on the fire protection system that it con- trols, permission to shut down the af- fected fire protection system must be obtained from the proper authorities and all personnel who may be affected by this action must be notified. Sprinklers that are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be be painted, plated, coated or otherwise altered after leaving the factory. Modi- fied or over-heated sprinklers must be replaced. Care must be exercised to avoid dam- age to the sprinklers - before, during, and after installation. Sprinklers dam- aged by dropping, striking, wrench twist/slippage, or the like, must be re- placed. Frequent visual inspections are rec- ommended to be initially performed for corrosion resistant sprinklers, after the installation has been completed, to verify the long term potential integrity of the sprinkler coatings. Thereafter, annual inspections per NFPA 25 should suffice; however, instead of in- specting from the floor level, a random sampling of close-up visual inspec- tions should be made, so as to better determine the exact sprinkler condi- tion and the long term integrity of the corrosion resistant coating, as it may be affected by the corrosive conditions present. The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. The in- stalling contractor or sprinkler manu- facturer should be contacted relative to any questions. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national code. Limited Warranty Products manufactured by Tyco Fire & Building Products (TFBP) are war- ranted solely to the original Buyer for ten (10) years against defects in mate- rial and workmanship when paid for and properly installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by TFBP. No warranty is given for products or com- ponents manufactured by companies not affiliated by ownership with TFBP or for products and components which have been subject to misuse, improper installation, corrosion, or which have not been installed, maintained, modi- fied or repaired in accordance with ap- plicable Standards of the National Fire Protection Association, and/or the standards of any other Authorities Having Jurisdiction. Materials found by TFBP to be defective shall be either repaired or replaced, at TFBP's sole option. TFBP neither assumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of prod- ucts. TFBP shall not be responsible for sprinkler system design errors or inac- curate or incomplete information sup- plied by Buyer or Buyer's repre- sentatives. In no event shall TFBP be liable, in contract, tort, strict liability or under any other legal theory, for incidental, indirect, special or consequential dam- ages, including but not limited to labor charges, regardless of whether TFBP was informed about the possibility of such damages, and in no event shall TFBP's liability exceed an amount equal to the sales price. This limited warranty sets forth the ex- clusive remedy for claims based on failure of or defect in products, materi- als or components, whether the claim is made in contract, tort, strict liability or any other legal theory. P/N 50-XXX-X-XXX TEMPERATURE RATING 165 I 165°F174°C 212 I 212°FI100°C 286 I 286°F/141°C TABLE B PRODUCT SYMBOL NUMBER SELECTION 11.2 K-FACTOR SERIES ELO-231 STANDARD RESPONSE UPRIGHT AND PENDENT SPRINKLERS TFP34O Page 5 of 6 Ordering Procedure A Part Number (P/N) is not specified when ordering sprinklers with thread connections per ISO 7/1. Contact your local distributor for avail- ability. Sprinkler Assemblies with NPT Thread Connection: Specify: (specify SIN), 11.2 K-factor, (specify temperature rating), Series ELO-231 Standard Response (specify Pendent or Upright) Sprinkler with (specify finish), P/N (specify from Ta- ble B). Sprinkler Wrench: Specify: W-Type 3 Sprinkler Wrench, P/N 56-895-1-001. Wax Sticks: (for retouching wrench damaged wax coating) Specify: (Specify color) color coded Wax Stick for retouching (specify tem- perature rating) temperature rated Se- ries ELO-231 Sprinklers, P/N (spec- ify). Red for 165°F .............P/N 56-065-1-165 Blue for 212°F and 286°F ................. P/N 56-065-1-286 NOTES Each wax stick is suitable for retouch- ing up to twenty-five sprinklers. The wax used for 286°F sprinklers is the same as for 212°F sprinklers, and, therefore, the 286°F sprinkler is limited to the same maximum ceiling tempera- ture as the 212°F sprinkler (i.e., 150°F). Page 6 of 6 TFP34O TYCO FIRE & BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 IL_. tqcci Worldwide I Fire Protection Contacts www.tyco-fire.com Products Series TY-FRB, 56 K-factor Upright, Pendent, and Recessed Pendent Sprinklers Quick Response, Standard Coverage General Description The TYCO Series TY-FRB, 5.6 K-factor, Upright (TY313) and Pendent (TY323) Sprinklers described in this data sheet are quick response, standard coverage, decorative 3 mm glass bulb-type spray sprinklers designed for use in light or ordinary hazard, commercial occupan- cies such as banks, hotels, and shop- ping malls. The recessed version of the Series TY- FRB Pendent Sprinkler, where applica- ble, is intended for use in areas with a finished ceiling. This recessed pendent sprinkler uses one of the following: A two-piece Style 15 Recessed Escutcheon with recessed adjust- ment up to 5/8 inch (15,9 mm) from the flush pendent position. A two-piece Style 20 Recessed Escutcheon with recessed adjust- ment up to 1/2 inch (12,7 mm) from the flush pendent position. The adjustment provided by the Recessed Escutcheon reduces the accuracy to which the fixed pipe drops to the sprinklers must be cut. Intermediate level versions of Series TY-FRB Sprinklers are described in Technical Data Sheet TFP357. Sprin- kler guards and shields are described in Technical Data Sheet TFP780. IMPORTANT Always refer to Technical Data Sheet TFP 700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and installation can permanently dam- age a sprinkler system or its compo- nents and cause the sprinkler to fall to operate in a fire situation or cause it to operate prematurely. Page 1 of 4 L'I.JtL.I The TYCO Series TY-FRB Sprinklers described herein must be installed and maintained in compliance with this doc- ument, as well as with the applicable standards of the National Fire Protec- tion Association, in addition to the stan- dards of any other authorities having jurisdiction. Failure to do so may impair the performance of these devices. The owner is responsible for maintain- ing their fire protection system and devices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Sprinkler Identification Number (SIN) 1Y313 .......Upright 5.6K, lIZ NPT TY323 ......Pendent 5.6K, lIZ NPT Technical Data Approvals UL and C-UL Listed FM, LPCB, and VdS Approved CE Certified Sprinklers with Polyester Finish are UL and C-UL Listed as Corrosion-Resis- tant Sprinklers. Maximum Working Pressure 175 psi (12.1 bar) 250 psi (17.2 bar) *The maximum working pressure of 250 psi (17.2 bar) only applies to the listing by Un- derwriters Laboratories, Inc. (UL). Discharge Coefficient K=5.6 GPM/psil/2 (80,6 LPM/bar"2) FEBRUARY 2014 Temperature Rating 135°F (57°C) 155°F (68°C) 175°F (79°C) 200°F (93°C) 286°F (141°C) Finishes Sprinkler: Refer to Table A Recessed Escutcheon: White Coated, Chrome Plated, or Brass Plated Physical Characteristics Frame ...................Bronze Button..............Brass/Copper Sealing Assembly .........Stainless Steel w/TEFLON Bulb ......................Glass Compression Screw........Bronze Deflector.................Bronze TFPI72 TFPI72 Page 2 of 4 Components: * Temperature rating is ** Pipe thread connections per ISO 7-1 1 - Frame 4 - Bulb indicated on Deflector, can be provided on special request. 2 - Button 5 - Compression STYLE 15 or 20 3 - Sealing Screw ESCUTCHEON PLATE 1/2 7/16 (11,1 mm) RECESSED Assembly 6 - Deflector* DEFLECTOR * SEATING SURFACE NPT** NOMINAL MAKE-IN ESCUTCHEON * 6 2" I (11,1mm) MAKE-IN _____ NOMINAL (3'9mm) ______ (50,8 mm) 7/16 '. ' 2' wi 3 (50,8 mm) _______ Fl 1/2" NPT** DEFLECTOR* [-.--- 2-7/8" (73,0 mm) DIA. CROSS SECTION UPRIGHT PENDENT RECESSED PENDENT FIGURE 1 SERIES TY-FRB UPRIGHT (TY313) AND PENDENT (TY323) SPRINKLERS 5.6 K-FACTOR, 1/2 INCH NPT, QUICK RESPONSE SE RECESS ,//~WREN (U ONLY FIGURE 2 W-TYPE 6 SPRINKLER WRENCH WRENCH RECESS PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 3 W- TYPE 7 RECESSED SPRINKLER WRENCH Operation The glass bulb contains a fluid which expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass bulb, allowing the sprinkler to activate and water to flow. Design Criteria The TYCO Series TY-FRB, 5.6 K-factor, Upright (TY313) and Pendent (TY323) Sprinklers are intended for fire protec- tion systems designed in accordance with the standard installation rules rec- ognized by the applicable Listing or Approval agency (such as, UL Listing is based on the requirements of NFPA 13, and FM Approval is based on the requirements of FM's Loss Prevention Data Sheets). Only the Style 15 or Style 20 Recessed Escutcheon is to be used for recessed pendent installations. Installation The TYCO Series TY-FRB, 5.6 K-factor, Upright (TY313) and Pendent (TY323) Sprinklers must be installed in accor- dance with this section. General Instructions Do not install any bulb-type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprin- kler held horizontally, a small air bub- ble should be present. The diameter of the air bubble is approximately 1/16 inch (1,6 mm) for the 135°F (57°C) and 3/32 inch (2,4 mm) for the 286°F (141°C) temperature ratings. A leak-tight 1/2 inch NPT sprinkler joint should be obtained by applying a min- imum to maximum torque of 7 to 14 ft.-lbs. (9,5 to 19,0 Nm). Higher levels of torque can distort the sprinkler Inlet with consequent leakage or impairment of the sprinkler. Do not attempt to compensate for insufficient adjustment in the Escutch- eon Plate by under- or over-tightening the sprinkler. Re-adjust the position of the sprinkler fitting to suit. Upright and Pendent Sprinklers The Series TY-FRB Upright and Pen- dent Sprinklers must be installed in accordance with the following instructions. Step 1. Install Pendent sprinklers in the pendent position. Install upright sprin- klers in the upright position. Step 2. With pipe-thread sealant applied to the pipe threads, hand- tighten the sprinkler into the sprinkler fitting. TFPI72 Page 3 of 4 Step 3. Tighten the sprinkler into the sprinkler fitting using only the W-Type 6 Sprinkler Wrench (Figure 2). With ref- erence to Figure 1, apply the W-Type 6 Sprinkler Wrench to the wrench flats. Torque sprinklers 7 to 14 ft.-lbs. (9,5 to 19,0 Nm). Recessed Pendent Sprinklers The Series TY-FRB Recessed Pendent Sprinklers must be installed in accor- dance with the following instructions. Step A. After installing the Style 15 or Style 20 Mounting Plate over the sprin- kler threads, and with pipe-thread sealant applied to the pipe threads, hand-tighten the sprinkler into the sprinkler fitting. Step B. Tighten the sprinkler into the sprinkler fitting using only the W-Type 7 Recessed Sprinkler Wrench (Figure 3). With reference to Figure 1, apply the W-Type 7 Recessed Sprinkler Wrench to the sprinkler wrench flats. Torque sprinklers 7 to 14 ft-lbs. (9,5 to 19,0 Nm). Step C. After ceiling installation and fin- ishing, slide on the Style 15 or Style 20 Closure over the Series TY-FRB Sprin- kler and push the Closure over the Mounting Plate until its flange comes in contact with the ceiling. Care and Maintenance The TYCO Series TY-FRB, 5.6 K-factor, Upright (TY313) and Pendent (TY323) Sprinklers must be maintained and ser- viced in accordance with this section. Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, obtain permission to shut down the affected fire protection systems from the proper authorities and notify all personnel who may be affected by this action. Absence of the outer piece of an escutcheon, which is used to cover a clearance hole, can delay sprinkler operation in a fire situation. The owner must assure that the sprin- klers are not used for hanging any objects and that the sprinklers are only cleaned by means of gently dusting with a feather duster; otherwise, non- operation in the event of a fire or inad- vertent operation may result. Sprinklers which are found to be leak- ing or exhibiting visible signs of corro- sion must be replaced. Automatic sprinklers must never be painted, plated, coated, or other- wise altered after leaving the factory. Modified sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid dam- age to the sprinklers before, during, and after installation. Sprinklers damaged by dropping, striking, wrench twist/ slippage, or the like, must be replaced. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. (Ref. Installation Section.) The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in compliance with this document, as well as with the applicable standards of the National Fire Protection Associa- tion (e.g., NFPA 25), in addition to the standards of any other authorities hav- ing jurisdiction. Contact the installing contractor or sprinkler manufacturer regarding any questions. Automatic sprinkler systems are rec- ommended to be inspected, tested, and maintained by a qualified Inspec- tion Service in accordance with local requirements and/or national codes. 2-7/8 DIA. (73,0 mm) 2-1/4 DIA. FACE OF (57,2 mm) SPRINKLER FITTING 5/8 (15,9 mm) FLUSH 3/8±5/16 (9,5±7,9 mm) \ J MOUNTING 1/8° SURFACE (3,2 mm) CLOSURE SERIES MOUNTING 1-3/8' (34,9 mm) TY-FRB PLATE 3/4" (19,1 mm) FIGURE 4 SERIES TY-FRB RECESSED PENDENT SPRINKLER ASSEMBLY (1Y323) WITH TWO PIECE 5/8 INCH TOTAL ADJUSTMENT STYLE 15 RECESSED ESCUTCHEON 2-7/8 DIA. - (73,0 mm) FACE OF SPRINKLER 2-1/4° DIA. FITTING (57,2 mm) 5/16±1/4' (7,9±6,4 mm) 1/2° (12,7 mm) MOUNTING 1/8" J I FLUSH SURFACE \ (3,2 mm) CLOSURE SERIES MOUNTING 1-3/8" (34,9 mm) TYFRB PLATE 7/8" (22,2 mm) FIGURE 5 SERIES TY-FRB RECESSED PENDENT SPRINKLER ASSEMBLY (TY323) WITH TWO PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON TFPI72 Page 4 of 4 P/N*77_XXX_X_XXX I SPRINKLER I TEMPERATURE I FINISH -I RATINGS SIN 1 NATURAL BRASS I 370 I 5.6K UPRIGHT (1/2NPT) TY313 3 PURE WHITE (RAL9010)** POLYESTER 371 5.6K PENDENT (1/2NP 323 POLYESTER SIGNAL WHITE (RAL9003) Use suffix I" for ISO 7-1 connection; 9 CHROME PLATED for example, 77-370-4-175-I Eastern Hemisphere sales only 286 286°F TABLEA SERIES TY-FRB UPRIGHT AND PENDENT SPRINKLERS PART NUMBER SELECTION 135 135°F(57°C) 155 155°F (68°C) 175 175°F (79°C) 200 200°F (93°C) (141°C) Limited Warranty For warranty terms and conditions, visit www.tyco-fire.com. Ordering Procedure Contact your local distributor for avail- ability. When placing an order, indicate the full product name and Part Num- ber (P/N). Sprinkler Assemblies with NPT Thread Connections Specify: Series TY-FRB Upright or Pen- dent (specify) Sprinkler, SIN (specify), K=5.6, Quick Response, (specify) tem- perature rating, (specify) finish, P/N (specify, refer to Table A). Recessed Escutcheon Specify: Style 15 Recessed Escutcheon with (specify*) finish, P/N (specify*) Specify: Style 20 Recessed Escutch- eon with (specify*) finish, P/N (specify*) Refer to Technical Data Sheet TFP770 Sprinkler Wrench Specify: W-Type 6 Sprinkler Wrench, P/N 56-000-6-387 Specify: W-Type 7 Sprinkler Wrench, P/N 56-850-4-001 GLOBAL HEADQUARTERS 1 1400 Pennbrook Parkway, Lansdale, PA 19446 I Telephone +1-215-362-0700 ilw Copyright © 2014 Tyco Fire Products, LP. All rights reserved. tqco TEFLON is trademark of The DuPont Corporation. Fire Protection Products fiT 51 MY AM 1 0 6 Sectional Floor Control Test and Drain Valve for Systems Requiring Pressure Relief Valve Sizes: 3/4" 1" 1 11/4" 1 1'/2" 2" The AGF Model 101 1A TESTANDRAIN provides the test and express drain functions for wet fire sprinkler systems on multi-story installations requiring pressure relief (NFPA 13 and NFPA 13R). The Model 1011 features a Model 7000 Pres- sure Relief Valve with drain pipe. The Model 1011A is available in a full range of sizes (3%" to 2') with NPT connections (BSPT available). The Model 7000 Pressure Relief Valve (UL/FM) features a flushing handle and a 175 PSI factory rating (other pressure ratings available). Complies with NFPA 13 and NFPA 13R Requirements Compact, Single-Handle Ball Valve Tamper-Resistant Test Orifice and Sight Glasses 300 PSI rated. Specifiable orifice sizes: /8" (2.8K), 7A6" (4.2K), ½" (5.6K), 17/320 (8.0K), %" (11.2K, ELO), 3/4" (14.0K, ESFR), and K25 Relieves Excess System Pressure caused by Surges or Temperature Changes Shipped with Relief Valve and Bypass Drain Ports Plugged to Expedite Pressure Testing Locking Kit Available Repair kits are available for all TESTANDRAIN® valves. Kit includes: Adapter Gasket (1), Ball (1), Valve Seats (2), Stem Packing (1), and Stem Washer (1). Valve and orifice size must be specified when ordering. NOTE: It is important to note that the pressure rating of the relief valve indicates an operating range of pressure for both opening and closing of the valve. Standard relief valves are required to OPEN in a range of pressure between 90% and 105% of their rating. The valves are required to CLOSE at a pressure above 80% of that rating. The relief valve should be installed where it is easily accessible for maintenance. Care should be taken that the relief valve CANNOT be isolated from the system when the system is operational. A relief valve should NEVER have a shutoff valve or a plug downstream of its outlet. SS-M1011A_V001 06/13 TESTejDRAlN0 is a registered trademark of AGF Manufacturing Inc. MT-RUIUMILI Usm TESTAN DRAIN® Model 1011 300 PSI Bronze Ball Valve, Model 7000 Pressure Relief Valve APPIWVUI Factory Rated at 175 PSI with other setting available Model 1011 - Front View SIZE A B C D E F G H 3/4" 79/16" 1½" 26 35W 33W 116" 49/16 63/8" (191 mm) (37.5 mm) (57 mm) (93 mm) (86 mm) (46 mm) (117 mm) (162.5 mm) V. 79A6' 11/2" 23A6" 35W 30" 11V16" 46" 63/b" (191 mm) (37.5 mm) (57 mm) (93 mm) (86 mm) (46 mm) (117 mm) (162.5 mm) 11/4' 715A6" 111A6" 29/16' 41/4" 35W 116" 5A6" 71/2" (201 mm) (43 mm) (65 mm) (108 mm) (91 mm) (51 mm) (141 mm) (192 mm) 1½" 81A6" 116" 31/4 51/6" 37,," 25W 81/4" 107," (227 mm) (45 mm) (81.5 mm) (127 mm) (99 mm) (67 mm) (207 mm) (274 mm) 2" 81W16" 1 3/16" 3¼" 51A6" 37/8" 20" 81/4" 107,'" (227 mm) (45 mm) (81.5 mm) (127 mm) (99 mm) (67 mm) (207 mm) (274 mm) The Model 1011 provides the following... From the 2013 Edition of NFPA 13 Chapter 8.16.2.4.1' Provisions shall be made to properly drain all parts of the system. Chapter 8.16.2.4.2 Drain connections, interior sectional or floor control valve(s) - & 8.16.2.4.3 shall be provided with a drain connection having a minimum size as shown in Table 8.16.2.4.2. Chapter 8.16.2.4.4 Drains shall discharge outside or to a drain capable of handling the flow of the drain. Chapter A.8.17.4.2 (Wet Pipe System) test connection is permitted to terminate into a drain capable of accepting full flow.., using an approved sight test connection containing a smooth bore corrosion-resistant orifice giving a flow equivalent to one sprinkler... Chapter 8.17.4.2.2 The test connection valve shall be accessible. Chapter 8.17.4.2.4 shall be permitted to be installed in any location.., downstream of the waterflow alarm. Chapter 8.17.4.3.1 (Dry Pipe System) a trip test connection not less than 1" in diameter, terminating in a smooth bore corrosion-resistant orifice, to provide a flow equivalent to one sprinkler... Chapter 8.17.4.3.2 The trip test connection... with a shutoff valve and plug not less than 1", at least one of which shall be brass. Chapter 7.1.2 - a wet pipe system shall be provided with a listed relief valve set to operate at 175 PSI or 10 PSI in excess of the maximum system pressure, whichever is greater. Chapter 8.16.1.2.3' A listed relief valve of not less than ½" in size shall be provided on the discharge side of the pressure-reducing valve set to operate at a pressure not exceeding rated pressure of the system. Chapter A.8.16.1.2.3 - consideration should be given to piping the discharge from the (pressure relief) valve USA Patent # 4741361 and Other Patents Pending AGF Manufacturing Inc. 100 Quaker Lane, Malvern, PA 19355 Phone: 610-240-4900 Fax: 610-240-4906 www.testandrain.com 'Available on 11/4 102' size units only • "Available on 11/2' and 2' size units Only l- :'•2.?'' :. - -. Dimensions Model 1011 - Plan View , claw - M. TO DRAIN Orifice Sizes ½", '/32", 5/e" ELO*, /4 ESFR, and K25** Materials Handle................Steel Stem...................Rod Brass Ball ...................... C.P. Brass Body...................Bronze Valve Seat...........Impregnated Teflon Indicator Plate .... Steel Relief Valve.........Bronze Bypass Fittings... Brass Bypass Tubing.... Nylobraid Approvals UL and ULC Listed: (EX4019 & EX4533) FM Approved NYC-BSA No. 720-87-SM MAUI IN U.S.A. Job Name: Architect: Engineer: Contractor: Dimensions - Weights Size A B C wt. Lbs. V2" 2.05 2.60 2.09 .66 %" 2.36 2.70 2.24 .83 V. 2.68 3.50 2.46 1.50 1W 3.08 3.85 2.85 2.13 1W 3.46 4.30 3.22 3.06 2" 4.00 5.10 3.43 1 4.88 Globe Valves Aux Drain Soft Seat Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Product Description The Central Model F15 Soft Seat Bronze Globe Valves are designed for general service as shut-off, throttling, or drain valves. The Central Model F15 Soft Seat Bronze Globe Valves provide positive shut-off under normal operating conditions. They are recommended for water service only. The Central Model F15 Soft Seat Bronze Globe Valves are of cast bronze construction strictly in accordance with ASTM B-62 specifications 85-5-5-5 for superior corrosion resistance. The hand wheel is manufactured from cast iron materials to meet or exceed the requirements of Underwriters Laboratories, Inc., Factory Mutual, The American Water Works Association C-509 and ASTM A-126, Class B Standards. The Central Model F15 Soft Seat Bronze Globe Valves are rated with cold water at 200 psi, non-shock for cold water service, and are tested twice, air under water for consistent quality. The Central Model Fl 5 Soft Seat Bronze Globe Valves have a soft rubber seat for tight shut-off under all operating conditions. (Mfg. Source: Non-Domestic) Bronze Globe Valves Page 28 No. 27-1.0 Central Sprink No. 4-5.0 -:-r Bill of Materials Item Description Material Specification 1 Body Bronze ASTM B-62 2 Bonnet Bronze ASTM B-62 3 Stem Brass Rod ASTM B-16 4 Disc Holder Brass Rod ASTM 8-16 5 Seat Disc NBR Commercial 6 Disc Holder Nut Brass Rod ASTM 6-16 7 Disc Nut Brass Rod ASTM B-16 8 Packing Nut Brass Rod ASTM B-16 9 Packing Gland Brass Rod ASTM B-16 10 Packing PTFE Commercial 11 Hand wheel Cast Iron ASTM A-126-B 12 Ident. Plate Aluminum ASTM 6-209 13 Wheel Nut Brass Rod ASTM B-16 fl Ordering Information Ordering Information: When placing an order, indicate the full product name. Please specify the quantity, model number, style, orifice size, temperature rating, type of finish and sprinkler wrench. Availability and Service: Central sprinklers, valves, accessories, and other products are available throughout the U.S. and Canada; and internationally through a network of Central Sprinkler distribution centers. You may write directly to Central Sprinkler Company or call (215) 362- 0700 for the distributor nearest you. Guarantee: Central Sprinkler Company will repair and/or replace any products found to be defective in material or workmanship within a period of one year from the date of shipment. Please refer to the current Price List for further details of the warranty. Patents: Patents are pending. Conversion Table: 1 inch = 25.400 mm 1 foot =0.3048m 1 pound = 0.4536 kg 1 foot pound = 1.36 Nm 1 psi = 6.895 kpa = 0.0689 bar = 0.0703 kg/cm2 1 U.S. gallon = 3.785 dm3 = 3.785 liters Conversions are approximate. CENTRAL Central Sprinkler Company 451 N. cannon Avenue, Lansdale, PA 19446 © 1991 Central Sprinkler Company Phone (215) 362-0700 Printed in U.S.A. FAX F625385 F15.0 Bill of Materials Item Description Material Specification 1 Body Bronze ASTM B-62 2 Hand Wheel Cast Iron ASTM A-126-B 3 Hand Wheel Nut Steel Commercial 4 Packing Non-Asbestos Commercial 5 Packing Gland Brass ASTM B-16 6 Packing Nut Brass ASTM B-16 7 I Stem Brass ASTM B-16 3-Way Globe Valves 1/4 Inch I Gauge valv Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Product Description The Central Model F17 3-Way Bronze Globe Valves are designed for general service as shut-off, throttling, or drain valves. The Central Model F17 3-Way Bronze Globe Valves provide positive shut-off under normal operating conditions. They are recommended for water service only. The Central Model F17 3-Way Bronze Globe Valves are of cast bronze construction in strict accordance with ASTM B-62 specifications 85-5-5-5 for superior corrosion resistance. The hand wheel is manufactured from cast iron materials to meet or exceed the requirements of Underwriters Laboratories, Inc., Factory Mutual, The American Water Works Association C-509 and ASTM A-126, Class B Standards. The Central Model F17 3-Way Bronze Globe Valves are rated with cold water at 200 psi, non-shock for cold water service, and are tested twice, air underwater for consistent quality. The Central Model F17 3-Way Bronze Globe Valves have a soft rubber seat for tight shut-off under all operating conditions. (Mfg. Source: Non-Domestic) 3-Way Bronze Globe Valves No. 27.3.0 Central Sprink No. 4-7.0 Ordering Information Ordering Information: When placing an order, indicate the full product name. Please specify the quantity, model, style, orifice size, temperature rating, type of finish or coating, and sprinkler wrench. Availability and Service: Central sprinklers, valves, accessories, and other products are available through- out the U.S. and Canada, and internationally, through a network of Central Sprinkler distribution centers. You may write directly to Central Sprinkler Company, or call (215) 362- 0700 for the distributor nearest you. Guarantee: Central Sprinkler Company will repair and/or replace any products found to be defective in material or workmanship within a period of one year from the date of shipment. Please refer to the current Price List for further details of the warranty. Patents: Patents are pending. Conversion Table: 1 inch = 25.400 mm 1 foot = 0.3048 M 1 pound = 0.4536 kg 1 foot pound = 1.36 Nm 1 psi = 6.895 kpa = 0.0689 bar = 0.0703 kg/cm2 1 U.S. gallon = 3.785 dm3 = 3.785 liters Conversions are approximate. CENTRAL Central Sprinkler Company 451 N. Cannon Avenue, Lansdale, PA 19446 © 1991 Central Sprinkler Company Phone (215) 362-0700 Printed in U.S.A. FAX (215) 362-5385 F17.0 Pressure Gauges Model UA - Water Pressure Gauge Range 0 to 300 psi in 5 psi increments, and 0 to 2000 kPa in 50 kPa increments. 1/4" NPT male pipe connection. Case: 31/2" diameter. Height: 44/4". Accuracy: ANSI B40.1 Grade B (3-2-3%) Underwriters Laboratories Listed Factory Mutual Approved Model UA - Air Pressure Gauge Range 0 to 80 psi in 1 psi increments, and 0 to 550 kPa in 10 kPa increments. Retard to 250 psi and 1750 kPa, 1/4" NPT male pipe connection. Case: 31/2" diameter. Height: 43/4". Accuracy: ANSI B40.1 Grade B (3-2-3%) Underwriters Laboratories Listed Factory Mutual Approved iO. • 1- -, The equipment presented in this bulletin is to be installed in accordance with the latest pertinent Standards of the National Fire, Protection Association, Factory Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for over 70 years, and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States, Canada and foreign countries. Manufactured by The Reliable Automatic Sprinkler Co., Inc. Recycled Paper (800) 431-1588 Sales Offices VV Priotedin U.S.A. II e I i a b I e (800) 848-6051 Sales Fax (914) 668-3470 Corporate Offices Revision lines indicate updated or new data. http:llwww.reliablespririkler.com Internet Address PG. Printed in U.S.A. 11/96 40 FireLock® Fittings FireLock® products comprise a unique system specifically designed for fire protection services. FireLock full-flow elbows and tees feature CAD-developed, hydrodynamic design, affording a shorter center-to-end dimension than standard fittings. A noticeable bulge allows the water to make a smoother turn to maintain similar flow characteristics as standard full flow fittings. FireLock fittings are designed for use exclusively with Victaulic lPS-sized couplings that have been Listed or Approved for Fire Protection Services. Use of other couplings or flange adapters may result in bolt pad interference. Victaulic FireLock fittings pressure ratings conform to the ratings of Victaulic FireLock Style 005 couplings. ri MATERIAL SPECIFICATIONS Fitting: Ductile iron conforming to ASTM A-536, grade 65-45-12. Fitting Coating: Orange enamel. Red Enamel in EMEA-l. Optional: Hot dipped galvanized. JOB/OWNER CONTRACTOR ENGINEER System No. Submitted By Spec Sect Para Location Approved Date www.victaulic.com vlclAuuc IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. 0 2010 viclAuLic COMPANY. ALL RIGHTS RESERVED. REV-1 Ltaulec 10.03_i IPS CARBON STEEL PIPE - FIRE PROTECTION PRODUCTS FireLock® Fittings DIMENSIONS I. C to E1 NO. 001 10.03 IOE1 Cto" jjc 1(b to I - NO. 003 NO. 002 NO. 006 N 001 90? Elbow No. 45* 003 Elbow No. Straight 002 Tee 11/4 1.660 1 32 42.4 - - - - - - 0.8 21 0.3 0.1 - - - - 0.4 0.2 1½ 1.900 - - 40 L 48.3 - - - - - - 0.82 21 2.00 51 1.8 0.8 2.4 1.1 0.88 22 0.6 0.3 2 2.375 2.75 1.7 50 60.3 70 0.8 2.75 70 2½ 2.875 3.00 3.1 65 - 73.0 76 1.4 2.25 57 2.2 1.0 3.00 76 3.6 1.6 0.88 22 1.0 05 2.25 2.4 3.000 3.00 3.30 76.1 mm 76.1 . 76 1.5 57 2.50 64 3.1 1.4 5.3 2.4 0.88 22 1.2 0.5 - 3 3.500 3.38 4.0 80 88.9 86 1.8 3.38 86 4.00 102 7.5 3.4 - - 108mm 4.250 4.00 5.7 108.0 102 2.6 3.00 75 5.1 2.3 3.00 76 4.00 102 8.7 3.9 1.00 25 2.4 1.1 4 4.500 4.00 6.7 100 114.3 - 102 3.0 5.6 IS 3.25 83 8.3 3.8 - 4.88 124 15.7 7.1 1.00 25 4.1 1.9 5 5.563 4.88 12.6 125 141.3 124 5.7 - 159mm 6.250 5.50 12.6 158.8 140 5.7 3.50 89 9.2 4.2 5.50 140 17.9 8.0 - - 6 6.625 5.50 18.3 ISO k 1683 350 11.7 ..._. 5.50 22.7 1.00 5.9 2.7 12.7 5.8 8 8.625 6.81 1 25.5 200 219.1 173 11.6 4.25 108 20.4 9.3 --------------------___ 6.94 176 38.7 17.6 1.13 29 www.victaulic.com VICTAULIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2010 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 1O.03_2 4tauiicr REV-1 IPS CARBON STEEL PIPE - FIRE PROTECTION PRODUCTS 10.03 FireLock® Fittings FLOW DATA t The flow data listed is based upon the pressure drop of Schedule 40 pipe. www.victauIic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2010 VICTAULIC COMPANY. ALL RIGHTS RESERVED. X. A-c-ta U I _icr REV-1 10.03_3 Fire Lock® GENERAL NOTES NOTE When assembling FireLock EZ couplings onto end caps, take additional care to make certain the end cap is fully seated against the gasket end stop. For FireLock EZ Style 009/009V/009H couplings, use FireLock No. 006 end caps containing the "EZ' marking on the inside face or No. 60 end caps containing the "QV EZ" marking on the inside face. Non-Victaulic end cap products shall not be used with Style 009/009V/009H couplings. WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. NOTE This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. For complete contact information, visit www.victaulic.com 10.03 1539 REV I UPDATED 212010 ictauliC viclAuLic IS REGISTERED TRADEMARK 01 viclAuLic COMPANY. 02010 ICTALIC COMPANY. ALL RIGHTS RESERVED. 10.03 FireLock® Rigid Coupling STYLE 005 WITH VIC-PLUSTM GASKET SYSTEM (NORTH AMERICA ONLY) FireLockO Style 005 rigid coupling has a unique, patented angle-pad design which allows the housings to offset while clamping the grooves. By permitting the housings to slide on the angled bolt pads, rigidity is obtained. Support and hanging requirements correspond to NFPA 13 Sprinkler Systems. Angle-pad design permits assembly by removing one nut/bolt and swinging the housing over the gasket. This reduces components to handle during assembly. Style 005 FireLock coupling are designed and recommended for use ONLY on fire protection systems. VicPlusTM Gasket System: (1 4 LPC and VdS see noses on page 4 SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS PATENTED Goset Sri tern In North America, Victaulic® offers a gasket system which requires no field lubrication on wet pipe systems that are hydrostatically tested. The VicPIusTM System (patented) is dry, clean, and non-toxic. It reduces assembly time substantially and eliminates the mess and chance of over- lubrication. Please refer to the latest copy of the Victaulic Field Installation Handbook (1-100) for supplemental lubrication requirements and dry pipe fire protection system notes. LISTING/APPROVALS The information provided below is based on the latest listing and approval data at the time of publication. Listings/Approvals are subject to change and/or additions by the approvals agencies. Contact Victaulic for performance on other pipe and the latest listings and approvals. FM approved for service in 1 'I - 4' pipe. 4 UL Listed for service up 10 4' pipe only. @ UL Listed for service up to 3' only. JOB/OWNER CONTRACTOR ENGINEER System No. Submitted By Spec Sect Para Location Date Approved Date__________________________________ www.victaulic.com viciuic IS REGISTERED TRADEMARK OF VICTAuLIC COMPANY. © 2006 vicTAuLic COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. X0 Aic—ta _U1 i ice REV-1 10.02_I DIMENSIONS Rated for wet and dry sprinkler systems at 350 p51/2413 kPa for 11/4 - 4732 - 100mm sizes and 300 psi /2068kPa for 4V~ - 87108 - 200 mm sizes: Schedule 10 roll grooved or Schedule 40 cut or roll grooved steel pipe. Style 005 is rigid and does not accommodate expansion, contraction or angular deflection. IPS CARBON STEEL PIPE. FIRE PROTECTION PRODUCTS 10.02 FireLock® Rigid Coupling STYLE 005 WITH VIC-PLUSTM GASKET SYSTEM (NORTH AMERICA ONLY) Size Max. Work lPressure § Max. End I Load * Allow. Pipe I End Sep, t Bolt/Nut@ No - Size Dimensions - Inches/mm Approx. Wgt. Each 1A 1.660 350 755 0.05 2275 4.50 1.88 1.2 32 42.4 2413 3370 1.2 721A -70 114 148 1 0.5 350 990 0.05 3.00 2- ~ x 21/4 4.75 1.88 1 1½ 1.900 1.2 40 48.3 2413 4415 1.2 76 121 148 0.5 2 2.375 350 1550 0.07 3.50 5.25 1.88 1 1.6 50 60.3 2413 6900 1.7 2- ~ x 2 ' 89 133 148 I 0.7 2.875 2270 0.07 8 2 _3/ x 2½ 4.00 5.75 1.88 2½ 350 1.9 65 73.0 2413 10110 1.7 102 146 148 .09 2475 0.07 2- Y8 x 2 4.13 5.75 1.88 76.1 mm 3.000 350 1.9 76.1 2413 11010 1.7 IDS 146 148 0.9 350 3365 0.07 2- Ya x 2 ' 4.63 6.13 1.88 2.1 3 3.500 80 88.9 2413 14985 1.7 - 118 156 148 1.0 350 5565 0.16 2-Ysx21/2 5.75 7.25 2.13 3.1 4 4.500 100 114.3 2413 24770 4.1 146 184 54 1.4 300 4255 0.16 2- Y8 x 2/2 5.63 7.25 2.13 3.1 108.0mm 4.250 108.0 2068 18940 4.1 143 184 54 1.4 S 5.563 300 7290 0.16 2- iS x 6.88 9.00 2.13 4.5 125 141.3 2068 32445 4.1 175 229 54 2.0 5.250 300 6495 0.16 2- ½ x 24 6.63 9.00 2.13 4.5 133 0mm 133.0 2068 28900 4.1 168 229 54 2.0 5.500 300 7125 0.16 - 2 ½ X 2~ 6.88 9.00 2.13 4.8 1397 mm 139.7 2063 31715 4.1 175 229 54 2.2 6.625 300 10340 0.16 - 2 ½ 3 8.00 10.00 2.13 5.0 6 150 168.3 2068 46020 4.1 203 254 53 2.3 6.250 300 9200 0.16 2- ½ x 24194 7.63 10.00 2.13 - 5.5 159.0mm 159.0 2068 40955 4.1 254 54 2.5 6.500 300 9955 0.16 2- ½ 3 8.15 10.00 2.13 5.5 1651 mm 165.1 2068 44295 4.1 207 254 54 . 2.5 8 8.625 300 7525 0.19 t 10.50 13.14 - 2.63 11.3 200 219.1 2068 78000 4.8 V 2 - SX ' 267 334 67 5.1 Working Pressure and End Load are total, from all internal and external loads, based on standard weight (ANSI) steel pipe, standard roll or Cut grooved in accordance with Vicraulic specifications. Contact Victaulic for perfor- mance on other pipe. WARNING: FOR ONE TIME FIELD TEST ONLY, the Maximum Joint Working Pressure may be increased to 11/2 times the figures shown. The allowable pipe separation dimension shown is for system layout purposes Only. Style 005 couplings are con- sidered rigid connections and will not accommodate expansion or contraction of the piping system. @ Number of bolts required equals number of housing segments. Metric thread size bolts are available (color coded gold) for all coupling sizes upon request. Contact Victaulic for details. 5 Style 00S couplings are VdS and LPC Approved to 126ar/175p5i. www.victaulic.com '\JtauIic VICTAULIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2006 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. 10.022 REV-1 IPS CARBON STEEL PIPE - FIRE PROTECTION PRODUCTS IISXi}'. FireLock® Rigid Coupling STYLE 005 WITH VIC-PLUSTM GASKET SYSTEM (NORTH AMERICA ONLY) MATERIAL SPECIFICATIONS Housing: Ductile iron conforming to ASTM A-536, grade 65-45-12. Ductile iron conforming to ASTM A-395, grade 65-45-15, is available upon special request. Housing Coating: Orange enamel (North America); red enamel (Europe) Optional: Hot dipped galvanized Gasket: Grade "E" EPDM - Type A Vic-PIus' Gasket System t (Violet color code). FireLock products have been Listed by Underwriters Laboratories Inc. and Approved by Factory Mutual Research for wet and dry (oil free air) sprinkler services up to the rated working pressure using the Grade E" Type A Vic-Plus° Gasket System, requiring no field lubrication for most installation conditions. Grade "L" Silicone Recommended for dry heat, air without hydrocarbons to +350°F and certain chemical services. For dry services, Victaulic continues to recommend the use of Grade "E" Type A FlushSealO Gasket. Contact Victaulic for details. Bolts/Nuts: Heat-treated plated carbon steel, trackhead meeting the physical and chemical requirements of ASTM A-449 and physical requirements of ASTM A-183. Standard gasket and FlushSeal gasket approved for dry pipe systems to —40°F/-40°C. Based on "typical" pipe surface conditions, supplemental lubricant is recommended for services installed below 0°F/-18°C and for all dry pipe systems or systems to be subjected to air tests prior to being filled with water. Supplemental lubrication may also be required on pipe with raised or undercut weld seams or pipe that has voids and/or cracks at the weld seams. Victaulic continues to recommend the use of FlushSeal gaskets for dry services. www.victaulic.com Aist—a—ulice VICTAuLIc is A REGISTERED TRADEMARK OF vlcTAuuc COMPANY. © 2006 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. REV-1 10.60_3 FireLock® Rigid Coupling STYLE 005 WITH VIC-PLUSTM GASKET SYSTEM (NORTH AMERICA ONLY) GENERAL NOTES WARNING: Depressurize and drain the piping system before attempting to install, remove, or adjust any Victaulic piping products. 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. INSTALLATION Reference should always be made to the 1-100 Victaulic Field Installation Handbook for the product you are installing. Handbooks are included with each shipment of Victaulic products for complete installation and assembly data, and are available in PDF format on our website at www.victaulic.com. For complete contact information, visit www.victaulic.com 10.02 1538 REV I UPDATED 9/2006 VICTAULIC IS A REGISTERED TRADEMARK OF viclAuLic COMPANY. C 2006 VICTAUUC COMPANY. Al RIGHTS RESERVED. PRINTED IN THE USA. 10.02 III liii IIIIIIIIIIIIIJIIIIIIII 11111111 III III WCAS-697KR4 4tauiicr Standard Flexible Coupling STYLE 77 © <&> @ S ILPCBI SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS Style 77 couplings are designed with cross-ribbed construction to provide a strong component for pressure piping systems. Sizes 3K - 12720 — 300 mm are two-piece housings. For 14— 24/350 - 600 mm sizes, Victaulic offers the Advanced Groove System (AGS) line of products. Request publication 20.03 for information on the flexible Style W77 AGS coupling. All sizes are provided with plated bolts and nuts. Galvanized and stainless steel housings are also available. Independent testing has shown the Style 77 coupling to be an effective stress relief and vibration attenuation device providing performance superior to braided steel and elastomeric arch-type connectors when used in close proximity to the source of vibration. Refer to 26.04 for vibration information. Independent testing has shown that Victaulic Style 77 flexible couplings provide exceptional functionality during and after earthquake conditions. Refer to 26.12 for further information. Exaggerated for clarity MATERIAL SPECIFICATIONS Housing: Ductile iron conforming to ASTM A-536, grade 65-45-12. Ductile iron conforming to ASTM A-395, grade 65-45-15, is available upon special request. Housing Coating: Orange enamel. Optional: Hot dipped galvanized and others. Coupling Gasket: (specify choice*)t Grade "E" EPDM (All other sizes) EPDM (Green color code). Temperature range —30°F to +230°F/-34°C to +110°C. Recommended for hot water service within the specified temperature range plus a variety of dilute acids, oil-free air and many chemical services. UL classified in accordance with ANSI/NSF 61 for cold +867430°C and hot +180°F/+82°C potable water service. NOT RECOMMENDED FOR PETROLEUM SERVICES. Grade "1" nitrile Nitrile (Orange color code). Temperature range —20°F to +180°F/-29°C to +82°C. Recommended for petroleum products, air with oil vapors, vegetable and mineral oils within the specified temperature range. Not recommended for hot water services over +150°F/+66°C or for hot dry air over +140°F/+60°C. * Services listed are General Service Recommendations only. It should be noted that there are services for which these gaskets are not recommended. Reference should always be made to the latest Victaulic Gasket Selection Guide for specific gasket service recommendations and for a listing of services which are not recommended. Bolts/Nuts: Heat-treated plated carbon steel, trackhead meeting the physical and chemical requirements of ASTM A-449 and physical requirements of ASTM A-183. Optional: Type 316 stainless steel, Grade B-8M, Class 2. t Supplemental lubricant is recommended for services installed at or continuously operating below O°F/-18°C. JOB/OWNER CONTRACTOR ENGINEER System No. Submitted By Spec Sect Para__________ Location Date Approved Date__________________________________ www.victaulic.com - vICTAULIC IS REGISTERED TRADEMARK OF VICTAuUC COMPANY. 2006 vIcTAuLIc COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. iCtauI i c REV_H 06.04_1 IRS CARBON STEEL PIPE - GROOVED COUPLINGS 06.04 Standard Flexible Coupling STYLE 77 DIMENSIONS Size Actual Outqidc Max. Work Pressure Max. End Load Allo Endw~eppi.pfe I-- -Deflect. Fr. C,t Dimensions - Inches/mm Djamet -r Inches 3/4 1.050 psi 1,000 865 Inches 0-0.06 Per Pipe Cpl... In./Ft. 0.72 - 24 Incims 2 - 16 x 2 2.13 4.00 1.75 Lbs. 1.1 20 26.7 6900 3850 0 - 1.6 60 54 1 102 44 0.5 1 1.315 1,000 1,360 0-0.06 2 -43 . 0.57 2-16 x 2 2.38 4.12 1.75 1.2 25 33.4 6900 6050 0-1.6 48 61 105 44 05 11/4 1.660 1,000 - 2,160 0-0.06 2 -10, 0.45 2-½x2/~ 2.65 5.00 1.88 2.0 32 42.2 6900 9610 0-1.6 38 67 127 48 0.9 1112 1.900 1,000 2,835 0-0.06 1 -56, 0.40 2 - ½ x 2 iS 3.13 5.38 1.88 2.1 40 48.3 6900 12615 0-1.6 33 79 137 48 1.0 2 2.375 1000 4,430 0-006 31 037 2 - /2 a 2 /2 363 588 188 76 -. 60.3 6900 19715 0 - 1.6 26 92 149 48 1.2 2½ 2.875 1,000 6,490 0-0.06 El' 15 0.26 2- ½ x 2A 4.25 6.50 1,88 3.1 65 73.0 6900 28880 0-1.6 22 108 165 48 1.4 76.1mm 3.000 1000 7,070 0-006 1 -12 026 2- /2x2~ 438 663 188 32 76.1 6900 31460 0-1.6 22 111 168 48 1.5 3 3.500 1,000 9,620 0-0.06 , 1'- 2 0.22 2-/2x2~ 5.00 7.13 1.88 3.7 80 88.9 6900 46810 0-1.6 18 127 181 48 1.7 3½ 4.000 1,000 12,565 0-0.06 . , 0 -54 0.19 2- /ax34 5.63 8.25 1.88 5.6 90 101.6 6900 55915 0-1.6 16 143 210 48 2.5 4500 1,000 15,900 4 0-0.13 , 1 -36 0.34 2- /aX3,4 6.13 8.88 2.13 6.7 100 114.3 6900 70755 0-3.2 28 156 226 54 3.0 1 4.250 mm 1,000 14,180 0-0.13 1" 41' 0.35 2 16 825 - X 6.00 8.63 2.13 11.0 108.0 6900 63100 0- 3.2 - 29 . 152 219 54 5.0 1,000 24,300 0-0. 1. -18' 0.27 2 -V x 45/ 10.65 2.13 5 5563 7.75 10.6 125 1 141.3 6900 108135 0-3.2 23 197 270 54 4.8 5.250 1,000 21,635 0-0.13 0.28 7.63 10.38 2.13 10.0 1330 mm 133.0 6900 96275 0-3.2 1" 21' - 24 2 20 108 - X 194 264 54 4.5 1397 5500 mm 1,000 23,745 8.63 10.65 0-0.13 1. 18' 0.28 2-20x]08 2.13 10.0 139.7 6900 105665 0-3.2 - 24 219 270 54 45 6 6.625 1,000 34,470 0-0.13 , 0.23 8.63 11.88 2.13 12.0 150 168.3 6900 153390 0-3.2 1 18 2-~x4/ 219 302 54 5.4 Table continued on page 3. See notes on page 3. L__•a Lhi s 16 - 12" SIZES I I: 14 - 22" SIZES 24 SIZES www.victaulic.com \j4tauIiC VICTAuLIC IS REGISTERED TRADEMARK OF VICTAuLIC COMPANY. © 2006 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. 06,04_2 REVH 24" SIZES 14 - 22 SIZES L__ gap 4 _lU 1/4 - 12" SIZES IPS CARBON STEEL PIPE - GROOVED COUPLINGS [.I;KIri Standard Flexible Coupling STYLE 77 DIMENSIONS Max. End Load Allow. Pipe End Sep. t Deflect. Fr. C,t Bolt/Nut@ t No - Size Dimensions - Inches/mm Approx. Wgt. Each Actual Size Diameter Inches Inches mm mm 1590 6.250 mm psi kPa 1,000 Lbs. 30665 a 0 0.13 Per Pipe CpIg' In.) t. Deg mm/ , 0.24 - 20x 108 8.63 11.50 2.13 I 132 L 159.0 6900 136460 0-3.2 - 20 219 292 54 6.0 165.1 mm 6.500 1,000 33185 0-0.13 1 - 6' 0.23 2 - -N x 4 8.88 11.63 2.13 13.2 L.. 165.1 6900 147660 0-3.2 19 226 295 54 6.0 800 2.50 85 8.625 46,740 0-0.13 , 0.18 0 -50 11.00 14.75 2-/8x5 20.8 200 219.1 5500 207995 0-3.2 14 279 375 63 9.4 2.63 105 10.750 800 73,280 0-0.13 o 0' 0.14 13.63. 17.13 2-1 x 6 31.1 250 273.0 5500 326100 0-3.2 12 346 435 67 14.1 800 102,000 0-0.13 2.63 125 12.750 0 0.12 - 34 15.63 19.25 2 - 1 x 6 '~ 27.8 300 323.9 5500 453900 0-3.2 0-0.13 0.11 0 -31 397 489 15.63 19.88 4- 1 x 67 12.6 35.6 14 * 14.000 300 46,180 2.88 350 355.6 2065 205500 0-3.2 422 505 73 16.1 15 * 15.000 300 53,000 0-0.13 0" 29' 0.10 51 " 1 x 5 17.88 21.63 3.00 48.8 375 381.0 2065 235850 0-3.2 - 454 549 76 22.1 16 * 16.000 300 60,320 0- 0.13 0.10 19.00 22.13 3.00 51.1 400 406.4 2065 . 268425 0-3.2 0" 27' - 4 - 1 31/2 " 482 21.38 562 76 23.2 64.4 18* 18.000 300 76,340 0-0.13 0.08 24.50 3.13 450 457.2 2065 339710 0- 3.2 0" -24 4- 1 x 3½ 543 23.63 622 27.25 80 29.2 91.2 20* 20.000 300 94,000 0-0.13 , 0.08 3.13 500 508.0 2065 418300 0-3.2 0 -22 4- 1 V8 x " 600 692 80 41.4 22* 22.000 300 114,000 0-0.13 , 0 -19 0.07 4-1/8 x " 25.75 29.50 3.13 92.0 550 559.0 2065 507300 0-3.2 00.13 0- - 3.2 , 0 -18 6 0.07 6-1 /8 x 4 654 749 27.75 31.25 80 41.7 94.0 24* 24.000 250 113,000 3.13 600 609.6 1725 502850 6 704 794 80 42.6 § Couplings 8, 10, 127200, 250, 300mm sizes available to JIS standards. Refer to Section 06.17 for details. Working Pressure and End Load are total, from all internal and external loads, based on standard weight (ANSI) steel pipe, standard roll or cut grooved in accordance with Victaulic specifications. Contact Victaulic for performance on other pipe. WARNING: FOR ONE TIME FIELD TEST ONLY, the Maximum Joint Working Pressure may be increased to 11/2 times the figures shown. t Allowable Pipe End Separation and Deflection figures show the maximum nominal range of movement available at each joint for standard roll grooved pipe. Figures for standard cut grooved pipe may be doubled. These figures are maximums; for design and installation purposes these figures should be reduced by: 50% for 3/4 - 31/2720 - 90mm; 25% for 47100mm and larger. @ Number of bolts required equals number of housing segments. Metric thread size bolts are available (color coded gold) for all coupling sizes upon request. Contact Victaulic for details. * For cut groove systems only. For 14 - 247350 -600mm Roll Groove systems Victaulic offers the Advanced Groove System (AGS) line of products. Request publication 20.03 for information on the Style W77 flexible AGS coupling. www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. Q 2006 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. REV_H \j'tauIicr 06.04_3 wY#a 'A Vkj 9x7m AwOl' wl vL~A h I LTA Dyna-Thread® — M-COAT® Submittal Data Sheet ) Full Line Sch-40 Replacement Dyna-Thread - M-COAT11 sprinkler pipe represents an engineering advancement for the sprinkler pipe industry. It combines the safety and longevity of traditional Sch-40 pipe with quality and superior hydraulic advantages. > Comparison to Schedule 40 Dyna-Thread - M-COATs inside diameter is up to 3.6% larger than Sch-40 giving it superior hydraulics. Also, when used in combination with Dyna-Flow - M-COAT pipe, down sizing often occurs. Dyna-Thread - M-COAT is fully listed and approved UL, ULC, and FM for fire sprinkler applications. The life expectancy of Dyna-Thread - M-COAT and Sch-40 are equal based on the calculated wall thicknesses per UL. The consistent quality of steel used to make Dyna-Thread - M-COAT facilitates smooth threading and lower maintenance costs. The exterior of Dyna-Thread - M-COAT is protected by a clean, durable mill coating for extended shelf life and easy paint application. With its increased strength and lighter weight, Dyna-Thread - M-COAT reduces installation fatigue and is ideal for retro-fit applications. Corrosion Resistance Ratio (CRR) is a UL (Underwriters Laboratory) term for the estimated life expectancy of a pipe joint. This is based on the calculated wall thickness at the base of the first exposed thread, assumed to be the weakest point of the pipe length. Dyna-Thread - M-COAT and Sch-40 have the same calculated wall thicknesses at this point and are both assigned the same CRR of 1.00. > Comparison to L.W.T. Pipe More wall thickness at the thread (CRR=1.00) gives Dyna-Thread - M-COAT better life expectancy than lightwall threadable pipe joints. Dyna-Thread - M-COAT is approved for standard hanger spacing (15 ft. D.C.), can be used as earthquake sway bracing, and is sate to use as drops. Dyna-Thread - M-COAT is safer to weld on than many zinc coated lightwall threadable pipe products. Dyna-Thread - M-COAT is more widely accepted than lightwall threadable where Sch-40 is specified. American Made Able to meet "Buy American" requirements, and is available through distributors in the USA, Canada, Mexico and Latin America. > Specifications & Approvals Dyna-Thread - M-COAT pipe is manufactured to meet: ASTM A 135, Type E Grade A, and is in compliance with NFPA-13.All sizes of Dyna-Thread - M-COAT are rated at 300 psi working pressure. Dyna-Thread - M-COAT is UL and ULC listed for wet, dry and pre-action sprinkler systems and FM Approved for use in wet systems. Dyna-Thread - M-COAT can be "hot- dip galvanized* to meet FM requirement for dry systems. Dyna-Thread - M-COAT is approved for all threaded couplings and welded outlets and is suitable for all roll-grooved, and plain-end fittings. (See listing information). NPS In; mm Nominal I.D. In; mm iDyna-Thread:oy'ts Wt. Lbs/Ft; kg/rn Specifications Wt. (H20 Filled) CRR Lbs/Ft; kg/rn Unthreaded CRR Threaded 1" 25 1.080 1.330 2.0 1.75 11.39 1.00 - 27.4 2.60 - 11/4 1.408 1.870 2.54 3.78 9.50 1.00 - 32 35.8 2.8 - 1W 40 1.639 2.290 3.4 3.22 9.14 1.00 - 41.6 4.79 - - 2 2.104 3.050 4.57 8.41 1.00 - 50 53.4 4.5 6.80 - aPPROV5D * Must be ordered in 10 bundle increments. Project Sprinkler Contractor: Date: Engineer: Specification Reference: System Type: Locations: Comments: Customer Service (800) 882-5543 Fax: (800) 659-7730 www.alliedtube-sprinkler.com (;;Y QIhCJ • 16100 S Lathrop Ave. • 11350 Norcom Rd. • 2525 N 27th Ave. • 600 Dean Sievers Place TUBE & CONDUIT Harvey, IL 60426 Philadelphia, PA 19154 Phoenix, AZ 85009 Morrisville, PA 19067 0 •atkore 02011 Alkore International. Inc. All Rights Reserved. STP-S34M-1 105 Dyna=Flow'- M-COAT® Submittal Data Sheet > High Strength Steel Pipe DynaFIowx - M-COAT" pipe is the "original' high-strength lightwall sprinkler pipe. Dyna-Flow - M-COAT has outstanding hydraulic capabilities and is recognized as the most popular alternative to Schedule- 10 pipe. Lightweight, easy to cut and easy to handle for installation. Dyna-Flow - M-COAT is a valuable addition to any fire protection system. > Additional Benefits Lightweight and easy to install, resulting in more efficient use of your freight and labor dollars. Provides stability needed to comply with standard hanger spacing (15 ft C.C.) per NFPA. Available in standard lengths for your convenience, or can be ordered in custom lengths upon approval. Fast cutting and welding, as well as easy roll grooving and end preparation. Available in Factory roll grooved form for quicker shop turnaround. Clean, durable mill coating provides longer "shelf life" and acts as an excellent primer for custom paint applications. > Superior Hydraulics With an inside diameter of up to 11% larger than Schedule 40 and up to 7°h larger than Schedule 10, Dyna-Flow- M-COAT pipe hydraulics are exceptional. Larger l.D.s enable Dyna-Flow - M-COAT, and related components, to be down-sized within the system, thus increasing the potential for job cost savings. For complete Hazen-Williams charts, refer to "Dyna-Flow - M-COAT Hydraulic Data Tables." Coatings & Fabrication Dyna-Flow - M-COAT products are coated externally with an environmentally approved and specially formulated modified-acrylic or water-based coating. This durable, exterior black coating is paintable and acts as an excellent primer that is resistant to weathering and U.V. degradation from outdoor storage. Metallurgical properties provide excellent fabrication characteristics for end prep finishes, welding and roll grooving. No special process or equipment is needed for fabrication and installation. The internal surface of all black Fire Sprinkler pipe up to 4.5000" in diameter shall be coated with Allied Tube & Conduit's FBC" System Compatible "M-COAT" ID Coating. > American Made Able to meet "Buy American" requirements, and is available through distributors in the USA, Canada, Mexico and Latin America. > Specifications & Approvals Dyna-Flow - M-COAT pipe is manufactured to meet ASTM A 795, Type E Grade A, and are in compliance with NFPA-13 and NFPA-14. All sizes of Dyna Flow are UL listed, FM Approved and ULC listed. Dyna-Flow - M-COAT is UL/UIC Listed for use with roll grooved, plain-end couplings, and welded joints for wet, dry, pie-action and deluge systems. It is FM Approved for roll grooved, plain-ended, and welded joints for wet systems. Refer to appropriate documentation for up-to-date listing and approval information. Dyna-Flow - M-COAT is now available "hot-dip" galvanized* and has been specifically approved by FM for dry systems uses. - NPS Nominal I.D. Wt. Specifications_______ Wt. (H20 Filled) CRR In; mm In; mm Lbs/Ft; kg/rn Ibs/Ft; kg/rn Unthreaded 1.191 0.830 1.31 2.41 -25 30.3 1.2 1.95 - 11/4 1.536 1.059 1 1.87 1.55 32 39.0 1.6 2.78 - 1½" 1.728 1.667 2.71 3.44 40 43.9 2.5 4.03 - 2.203 2.104 3.79 2.78 50 56.0 3.1 5.64 - 21h" 2.703 2.564 5.10 1.60 65 68.7 3.8 7.59 - 3.314 3.387 7.18 1.48 75 84.2 5.0 10.69 - 1 4.310 4.473 10.86 1 1.00 FBe ®c® APPROVED * Must be ordered in 10 bundle increments. Project: Sprinkler Contractor: Date: Engineer Specification Reference: System Type: Locations: Comments: Customer Service (800) 882-5543 Fax: (800) 659-7730 www.alliedtube-sprinkler.com (;;Yci11iecJ • 16100 S Lathrop Ave. • 11350 Norcom Rd. • 2525 N 27th Ave. • 600 Dean Sievers Place TUBE & CONDUIT Harvey, IL 60426 Philadelphia, PA 19154 Phoenix, AZ 85009 Morrisville, PA 19067 ©2011 Atkore International, Inc. All Rights Reserved. STP-S24M-1105 WTtO APPROVED w.b n1c gM.PS Print Page 2 of 3 ANVIL Malleable Iron Screwed Fittings - Class 150 STRAIGHT TEE Nominal Size Dimension A Approx. Wt. Each ¶4 0,69 0.09 6 W.53 004 % 0.81 0.14 2057 004 ½ 0.95 0.21 2413 OlD ¶4 1.12 0.31 IS 2145 0.14 ¶4 1.31 0.50 3321 023 1 1.50 0.19 25 38.10 038 1A 1.75 1.19 37 44.45 034 1½ 1.94 1.57 40 028 071 2 2.25 2.43 5165 1.10 2½ 2.10 4.33 45 4t53 196 3 3.08 6.37 63 ?823 4 3,79 11.03 94.21 560 6 5.13 25.98 150 133O RM Dimensional: Fittings: ASME 816.3 Unions: ASME B 16.39 Bushings/Plugs: ASME 816.14 Material: ASTM A-197 Galvanizing: ASTM A-153 (Hot Dip Galvanizing) Threading*: ASME 81.20.1 Pressure Rating: Fittings: ASME B16.3 Unions: ASME 816.39 Bushings/Plugs: ASME 816.14 Pressure Testing: All malleable iron fittings are tested for through wall porosity using on air under water process. Agency Approvals: All malleable iron fittings and unions are UL Listed and FM Approved. British Siondord threading per BS 21 ovailoble upon request. ITh http ://www.anvilintl.com/ProductSearchlPrintProduct.aspx?1 id43 81 1/8/2014 C&S €: ImID APPROVED F. LWWAM00W OO1$ ñd L' Mftd &tO Print Page 2 of 5 ANVIL. Malleable Iron Screwed Fittings - Class 150 REDUCING TE ______ Ati'mm _________ Dimensions _________*Approx.Hominol Size A B Atrtt hifeni) 0.97 0.97 0.98 j 24.64 2M III 1.04 2542 2fl9 16 1.04 2A2 1.03 26.11 ½ IS IS Y4 1.22 1.22 1.20 0.3/ 2! 3099 3399 ..43 011 1 1.36 1.36 1.26 0.49 _JL. 34S4 1S4 $247 0.72 ½ 1.20 1.12 1.22 gu c 0.38 0.17 Y4 _2L 131 3317 1.22 23.45 _ _ 1,31 3121 0,45 020 15 _ ½ 1.05 1.05 1.08 0.36 114 3 2W 26.41 1 2.743 0.16 10 1.12 /145 1.12 23.45 1.13 2310 0.39 0.18 20 ¼ 20 ½ 1.20 1.20 1.22 0.43 15 31148 312.4$ 30.9 4130 I 1.45 1.45 1,3/ 0.62 25 1Ulu $8.43 A,43 019 ¼ I 150 1.18 1.50 0.63 $ 73 38W 79,91 33142 0.79 ½ is 176 322 1.12 28.45 ITW 3434 U8 0.22 ½ ½ 1.37 1.22 1.45 0.56 15 20 3430 23.45 36.54 025 I 1.50 1.36 1.50 0.6/ 25 3.910 3484 3310 1130 ½ 1.26 1.20 1.36 0.53 15 37113 34143 3454 0.74 14114 1.31 1.31 1.45 0.61 20 29 VIM $3.21 .9433 0.76 1 1.50 1.45 1,50 0./1 25 .25 32.1sL 7W 38142 OIZ. ½ i 40 1.18 7991 1.18 759) 12/ 3721 0.51 0.28 1.26 1.26 1.36 0.62 ii 27413 37.40 3434 073 1 ½ 20 1.31 28.45 137 78.45 145 38.83 0.69 0.31 23 11/4 1.67 1.67 138 0.94 32 42.47 42A2 40.13 0.43 1½ 1.80 1.80 1.65 1.01 40 1 4512 4512 41.91 0.49 2 2.02 2.02 1./3 1.45 SO 1 51.31 51.31 4394 4154 Dimensional: Fittings: ASME B 16,3 Unions: ASME B 16.39 Bushings/Plugs: ASME B16.14 Material: ASTM A.197 Galvanizing: ASTM A-153 (Hot Dip Galvanizing) Threading*: ASME B1.20.1 Pressure Rating: Fittings: ASME B 16.3 Unions: ASME B16.39 Bushings/Plugs: ASME B 16.14 Pressure Testing: All malleable iron linings are tested for through wall porosity using an air under water process. Agency Approvals: All malleable iron linings and unions are UL Listed and FM Approved. * British Standard threading per B$ 21 available upon request. REDUCING tTEE _________ Dimensions ______ Nominal Size A B _____ Approx. "It. (ath At (nfl?) It (inst) At 0.mI At (r0 lbs. (10) 1 1.58 1.36 1.67 0.82 ½ 25 41113 .3454 42.42 0.31 is 1½ 32 1./5 44.45 1.53 .38.36 1.15 44.45 0.95 0.43 ½ 1.45 1.31 1.62 0./5 70 3422 3321 49.15 0.34 35 1 1.58 1.45 1.6/ 0.87 20 25 4013 38.33 42.12 1139 1½ 1,75 1.62 1./5 1.00 $2 48.4.5 411,5 49,45 1 1145 ½ 1.34 1,26 133 014 15 340.4 1 J7JKL 33.84. 0.38 14 1.45 1.37 1.62 0.82 1¼ 27 25 20 38.83 28.45 ILlS 0.39 1 * 25 i.S8 40.13 130 32W 1.67 42.42 0.94 0.43 11/1 1.15 1.67 1.75 1.08 32 I 46.45 42.42 44.45 0.49 "1T' 1.26 1.26 1.44 0./8 20 3741 32.00 38.58 035 ½ 1,34 1,34 1.53 0.84 1S 34.04 34,04 38,36 0.38 1.45 1.45 1.62 0.92 1¼ 20 3633 36.33 41,45 0.42 32 1 1.58 1.58 1.67 1.04 25 4913 44213 42.47 (Ml iW 1.88 1.88 1.B 1.34 (3 4115 .4775 46.23 tIM 21 2.10 1.90 1.65 50 3834 5334 4514 1 0)5 http://www.anvi I intl .com/ProductSearchlPrintProduct.aspx?lid=43 80 1/8/2014 Print Page 4of5 I:11m1If,llkl[c:II11 Malleable Iron Screwed Fittings - Class 150 REDUCING TEE _________ 0imenions Nominal Size A B Approx. W1. Each 1 l (nm) h (nm) in. lOs I ½ 1½ 1.94 1.66 J2.L& 1.94 _122L. 124 L-- --AY ½ 4 20 150 39.10 1.26 3Z 169 47.93 0,86 0.39 10 1½ 194 05 194 4928 1.29 0.59 T 145 150 180 1.08 .25 4191 39.10 4572 0.4 1 1% 182 1.67 188 123 25 32 46.23 47.42 4115 0.54 1½ 1.94 1.80 1.94 1.35 .4Q _42,2$ 4,ZL 28 OI 1.52 1.45 115 1.04 20 29.63 1 36 94.45 Oil 165 158 180 1.11 11h 25 41.0 40.13 4513 0.53 It? 1½ 32 1% 32 '182 49.23 US 49.45 US 41.15 12 0.60 1½ 1.94 1.88 1.94 1.45 40 1 49.28 4115 4918 0.46 2 2.10 2.10 1.90 182 .50 5s.,1 s 24 AR ½ 1,41 141 1.66 104 IS .3580 $.31 42.14 &IL. 1.52 132 115 1.14 1½ 20 38,43 3842 4445 ,SL_ I 145 165 1.80 1.21 40 '5 41.93 41.91 4512 0,5A TW -1]2 L82 178"8 - 1.43 .52 4623 4423 4735 0.45 2 2.16 2.16 2.02 1.89 SO 54.9.6 54,86 51.31 08.4 ½ 2 2.25 1.88 2.25 1.89 IL_ -0 9.1-5 41.75 51.15 1186 ¼ 2 2.25 1.91 2.25 1.93 20 30 5715 51L04 51.15 0.8.8 1 1.81 1./5 187 139 1 25 4512 49.45 41.50 063 2s 2 2.25 2.02 2.25 2.00 - JP 571$ _SUL_ 51_. 091 1½ 1.90 175 2.10 1.64 52 49.24 49.45 5134 0,14 1½ 1½ 2.02 1.88 7.16 180 32 40 51.31 47.15 5424 027 2 2.25 2.10 2.25 2.09 Ml 51.15 5134 5735 0.95 1 1.73 1.65 2.02 1.51 25 43.94 41.91 SUO 0.11 2 1¼ 1.90 1.82 2.10 1.11 50 1½. 32 43.24 4423 52.39 018 1½ 2.02 1.94 2.16 1.88 40 40 51.31 4728 1 5425 418.5 2 2.25 2.16 2.25 2.21 - .30 71.15 .549.0 51.17 I.( ¼ 1.49 l.9 1.88 1.53 15 1 37.35 3145 41.75 049 i 1.60 1.60 1.97 1.63 20 40.64 40.44 50.04 034 I 1.73 1.73 2,02 178 2 25 43.94 43.94 51.31 0.8? 50 11/4 ...JL_ 1.90 48.24 1.90 ON 2.10 5334 1.97 An 1½ 2.07 2.02 2.16 2.12 40 51.31 51.31 5426 0.74 2½ 2.60 2.60 7.39 3.15 j 4.04 4504 8011 1.43 REDUCING TEE ________ Dimensions Nominal Size A B Approx. Wi. Each In. (oiatl & (m0 lbs. (Op) y '174 1.74 2.32 2.67 20 4410 44.20 3813 1.23 1 1.87 1.87 2.37 2.84 75 4750 41.50 6010 1.29 2½ 2½ 1% 2.04 2.04 2.45 3.09 65 65 32 51.82 51.82 43,23 lAO 1½ 2,16 2.16 2.51 3,29 40 5114 549.4 43175 147 7 2,39 2.39 _!W 2.60 44JL 3.65 J4L 2 2 2.52 2.25 2.89 3.88 so so 44.01 gIS 1341 136 1A 20 1.87 47.50 1.87 47.50 21 14.29 372 149 1 200 7.00 741 391 25 .5020 1080 4314 1.20 3 80 3 Ph 32 2.17 59.12 2.17 5512 2.74 49.60 4.23 122 1½ 2.29 2.29 2.80 4.45 40 (0 3817 3831 11,12 2112 2 2.52 2.52 7.89 4.90 SO 69.01 .4401 73,41 2.22 2½ 2.83 2.83 7.99 5.69 67 1 13$ 7198 7175 2.58 2 7.14 2.14 3,41 1.52 50 49.60 69140 4441 7.41 4 4 2½ 3.05 3.05 331 8.51 Im Ix 65 11.41 1141 89.13 324 3_" 33'0 --3.3-0: -T6-r-915 10 8182 1 .83.82 97.44 1 9.20 http://www.anvi linti .com/ProductSearch/PrintProduct.aspx?lid=43 80 1/8/2014 UD APPROVED /A4IDflj to fifid Lkiaiom bs& a1vn..n*ttccmcr Print Page 2 of 3 ANV1L Malleable Iron Screwed Fittings - Class 150 tI' I! :[.)!TI Nominal Size Dimension A Approx. Wt, Each in. rwt k. (rm,) Lbs. (kg) ½ 0.69 0.06 :6 1J3 003 ¼ 0.81 0,10 V_Q 00$ ½ 0.95 0.15 tO W3 001 ½ 112 0.22 2845 010 ~ 1.31 0.36 20 3321 016 1 1.50 0.51 021 1¼ 1,75 0.87 37 44.45 040 1½ 1.94 1.16 (0 (900 053 2 2.25 1.81 50 51.75 022 21h 2.10 323 UI 3 308 4.82 1823 217 4 3.79 8.41 100 9617 332 6 5.13 19.96 150 139,30 ~-Vs Dimensional: Fittings: ASME 816.3 Unions: ASME B 16.39 Bushings/Plugs: ASME B 16.1 A Material: ASTM A-197 Galvanizing: ASTM A-)53 (Hot Dip Galvanizing) Threading*: ASME 81.20.1 Pressure Rating: Fittings: ASME B16.3 Unions: ASME 816.39 Bushings/Plugs: ASME 816.14 Pressure Testing: All malleable iron fittings are tested for through wall porosity using on air under water process. Agency Approvals: All malleable iron Fittings and unions are UL Listed and FM Approved. British Siondord thioading per BS 21 available upon request. http://www.anvilintl .com/ProductSearchfPrintProduct.aspx?lid=4370 1/8/2014 Print Page 2 of 3 AW1L Malleable Iron Screwed Fittings - Class 150 U5Thb APPROVSO Ctak • l REDUCI NG 90' ELBOW Dimensions Nominal Ske Approx. WI lath ti. (mr?) lie. (a Lbs. (kg) 0.14 0.16 0.08 1x6 1&30 1930 1104 0.81 0.85 0.11 t06 .2031 1 21.59 003 0.88 0.90 0.13 loiS 22.35 22.8.4 1104 ½x! 0.91 0.98 016 2464 24.9 002 1.04 1.03 0.19 1 1109 26,42 24.14 1.12 1.13 0.26 2010 2843 28111 012 iio 1.22 0:79 30L48 0.1.3 ixt 1.18 1.26 0.35 23 i 10 R11 .321 016 I x A 1.26 1.36 0.42 25r15 12 fV 34.54 1119 I x V4 1,37 1.45 047 2540 34.10 021 11/4 x'5 1.34 1.53 0.54 32.1S .3404 38.86 0.24 1%x Y4 1.45 1.62 0.62 3720 3&83 41.15 022 1 4 x 1 1.58 1.61 0.73 3723 4013 42,42 1133 11/1 Vi 1.38 1,65 0.65 44it IS ______ 41.?! 0?? iVix'A 1.52 1.15 0.14 40z20 .38.6! 44.45 034 iVix 1 1.65 1.80 0.88 tilt ?5 4181 45.72 IVixiVi 1.82 1.88 1.03 40.d2 4.23 4fl5 1141 2x½ 1.50 1.89 0.93 sot 15 3310 48.01 06? 2x 1.60 1.91 1.04 S020 43.4 31104 041 2 x I 1.73 2.02 1.28 5025 43 04 $731 1752 7x1% 1.90 2.10 5.134 1 1,36 $37 022 .362 2x11h 1 31.31 2.02 2.16 1 1.51 50,t 49 8.426 06.8 Dimensional: Fittings: ASME 816.3 Unions: ASME B 16.39 Bushings/Plugs: ASME 816.14 Material: ASIM A-197 Galvanizing: ASTM A-153 (Hot Dip Galvanizing) Threading*: ASME BI.20.1 Pressure Rating: Fittings: ASME B 16.3 Unions: ASME 816.39 Bushings/Plugs: ASME 816.14 Pressure Testing: All malleable iron fittings ore tested for through wall porosity using on air under water process. Agency Approvals: All malleable iron fittings and onions are UL Listed and FM Approved. British Standard threading per BS 21 available upon request. lREDUCING LI,dELBOW OimeesonsB Nominal Size Approx. Wt. Each A In. (orni) In. (nun) (n, (nun) LLn (kg) 2½x1Vi 2.16 2.51 2.20 151t40 5486 6.15 ____________ Th02 2.39 2.60 2.55 6SV 50 1 All M04 116 3x2 232 2.89 3.35 2X30 .4607 1341 152 3x21,4 2.83 2.99 4.12 83r65 71.88 7595 181 2,12 3.43 5.01 W11, 1 57 812 271 4 x 3 3.30 3.60 1 9144 6.65 1 302 10010 -85.87 http://www.anvilintl.com/ProductSearchfPrintProduct.aspx?Iid=437 1 1/8/2014 Print Page 2 of 3 ANVIL Malleable Iron Screwed Fittings - Class 150 U**O APPROVED Lifo-e, siou oZflnN--AP S31n Rn6Q*. Nominal Size Dimension A Approx. Wt. Eoth (WO _____________kk _____ I& (kg) ½ 0.96 0.05 6 24 002 % 1.06 0.08 242 004 ~ 1.16 0.12 111 246 011.3 ~ 1.34 0.17 AN am 1/4 1.52 0.27 20 38.61 0J2 1 1,67 0.43 42.42 030 1.93 0.65 114 2.15 086 40 5441 039 2 2.53 1.35 50 64.26 041 2½ 2.88 2.33 isis 9116 3 3.18 3.36 80)1 9.52 4 3.69 5.59 93)3 234 Dimensional: Fittings: ASME 816.3 Unions: ASME B16.39 Bushings/Plugs: ASME B16.14 Material: ASTM A-197 Galvanizing: ASTM A-153 (1-tot Dip Galvanizing) Threading*: ASME B11.20.1 Pressure Rating: Fittings: ASME 816.3 Unions: ASME 816.39 Bushings/Plugs: ASME B 16.14 Pressure Testing: All malleable iron fittings are tested for through wall porosity using on air under water process. Agency Approvals: All malleable iron fittings and unions are UL Listed and FM Approved. British Stondord thiooding per BS 21 ovo!oble upon rcquosl I--' http://www.anvilintl.com/ProductSearchfPrintProduct.aspx?I id=4374 1/8/2014 Print Page 2 of 3 Malleable Iron Screwed Fittings - Class 150 tenø "PROVED Ybos. 91 ny't*a , REDUCING COUP [e Nominal Size Dimension A Approx. Wt. Eath hi l. ( lbs. () 1.00 0.07 84 2340 0.03 ½x14 1.13 0.09 Wa 004 1.13 0.10 10,8 2&7U 003 1.25 0.13 156 31.75 0.04 1.25 0.13 ISMS 31.75 004 1.25 0.14 lsr?o .11.75 0.06 1.44 018 2Or4 3638 0.08 1.44 0.20 20d 3438 007 1.44 0.21 :20k 111 $638 0.10 1.44 0.22 2075 36.38 0.10 Ix ½ 1.69 0.34 .26 16 62.93 015 1.69 0.36 15t20 42.93 06 1% X'4 2.06 0,41 52.3.2 021 2.06 0.51 32s 70. 52.32 0.23 1h 1 2.06 0.57 .13,25 52.32 (476 1½x½ 2.31 0.62 't0l5 58$1 0.78 2.31 0.66 Ox ?0 53V 030 1½x I 2.31 0.13 40 .x 25 5&$1 02$ 1½x1!/4 2.31 0.80 40 it 2 58J67 0, 16 Dimensional: Fittings: ASME B16.3 Unions: ASME B16.39 Bushings/Plugs: ASME B16.14 Material: ASIM A-i 97 Galvanizing: ASIM A.153 (Hot Dip Galvanizing) Threoding*: ASME 81.20.i Pressure Rating: Fittings: ASME 86.3 Unions: ASME B1o.39 Bushings/Plugs: ASME 816.14 Pressure Testing: All malleable iron fittings ore tested for through wall porosity using an air under water process. Agency Approvals: All malleable icon Fittings and unions are UL Listed and FM Approved. * British Standard thzeading per B$ 21 available upon request. REDUCING ICOUPLING Nominal Size Dimension A Approx. WI. Each ft (MM) lbs. (Ig) 20 ½ 2.81 0.94 562z IS 7137 0.43 2x% 2.01 0.99 50x20 7137 0.45 2 xl 2.81 1.03 50x2$ 737 0.41 7xl% 2.81 1.11 532 7137 0,53 2x 11h 2.81 1.25 50x40 7132 037 2½x Ph 3.2.5 1.81 82,55 022 2½x1½ 3.25 1.90 SSX ?Q .8235 0.86 2½ x 2 3.25 2.04 45r50 87.55 0.t3 3 x 1 3.69 2.48 80.25 P.M Ji 3x]% 3.69 2.55 to t re 3J3 1.16 3 x 11h 3.69 2.67 80.40 YVI 1.71 3 x 2 3.69 2.78 80A 50 7.3,13 1.21 3 x 2½ 3.69 3.23 80 t 65 p3113 141 4 x.2 4.38 4.43 1t150 111.25 2.01 4 x 2½ 4.38 4.81 453 4.38 5.29 100 P 00 1)1.2.5 2,40 http://www.anvi lintl.cornfProductSearchlPrintProduct.aspx?Iid=43 79 1/8/2014 Print Page 2 of 3 IJIIIciI QWJIAWIL Malleable Iron Screwed Fittings - Class 150 C(D'N U$ttb APPROvao fa bjtNWAOPAwW Ceis and tn*a&S w.b.ö a1,n'ndSMsn 7 Nominal - 2(ulr Dimensions Approx. A B C Size WI. Each hi. (iixn) hi. (net,) hi. (mm) ik (mm) tbs. (kØ c.JA 4 0.44 0.28 0.38 0,04 8 T11 ill 95 sow % 0.48 0.31 0.44 0.06 IC 17I? 181 1118 CJ .Olu 0.56 0.38 0.56 0.08 15 1422 945 1422 r:4 'ore d ' ._ 0.63 0.44 0.63 0.13 ,.. NX 16.0 tore d 1 0.15 0.50 0.81 0.20 i5 15) ry 10 r A ,.ore 1% 0.80 0.56 0.94 0.32 !L._ 032 U?? 233 I' A V.6 0.83 0.62 1.13 0.43 C 21.J ma (..A 2 0.88 0,68 1.31 0.61 11 /75 1171 3321 . t A .oreu 24 1.01 0.74 1.50 1.11 63 2' 813 3210 Cored 3 1.13 0.80 1.69 1.53 ' 732 423 ' "s 4 1.22 1.00 - 2.11 /1'. 2543 - UilIJU3 6 1.40 1.25 - 4.00 ç' ç5, 37$ - Dimensional: Fittings: ASME 816.3 Unions: ASME 816.39 Bushings/Plugs: ASME B16.14 Material: ASTM A- 197 Galvanizing: ASTM A-153 (Hot Dip Galvanizing) Threading*: ASME 81.20.1 Pressure Rating: Fittings: ASME B 16.3 Unions: ASME B 16.39 Bushings/Plugs: ASME 616,14 Pressure Testing: All malleable iron fittings ore tested for through wall porosity using on air under water process. Agency Approvals: All malleable iron fittings and unions are UL Listed and FM Approved. British Standard threoding per BS 21 available upon request. http://www.anvi lintl.com/ProductSearchlPrintProduct.aspx?1 id=4378 1/8/2014 Print Page 2 of 3 S ANVIL Malleable Iron Screwed Fittings - Class 150 W W LUIJ UsTfJ *PPROVSO re lAl2,nn.l O*UA nod Lm*nnns VW W web .nwellnm ne ccfllsano kwo S* Rne,ssan*. - Nominal Size Dimension A Approx. Wt. Eoth itwo Aa 0.53 0.03 6 1345 04) 043 0,05 Aj 002 0.14 0.07 10 13,02 on ½ 0.81 0.11 iS 2210 aos 0.97 0.18 464 a 1 1.16 0.30 25 R46 014 l6 1.28 0.44 37 J1.51 14 1.33 0.55 025 2 1.45 0.85 59 j3 83 09 2½ 1.10 1.49 65 i3 t.3 r at 3 1.80 2.20 4$I2 It: 3½ 1.90 3.02 0 21 731 4 2.08 3.19 _____ 7/'. 6 2.55 8.17 '41/ 1 3 PC £ Suççiied in Sled ody (8Jodi and Gdnzed). Dimensional: Fittings: ASME 816.3 Unions: ASME B 16.39 Bushings/Plugs- ASME B16.14 Material: ASTM A-197 Galvanizing: ASTM A-153 (Hot Dip Galvanizing) Threading*: ASME 81.20.1 Pressure Rating: Fittings: ASME 816.3 Unions: ASME 816.39 Bushings/Plugs: ASME 816.14 Pressure Testing: All malleable iron fittings are tested for through wall porosity using on air under water process. Agency Approvals: All malleable iron fittings and unions are UL Listed and FM Approved. British Standard threading per BS 21 available upon request. http://www.anvi lint! .com/ProductSearchfPrintProduct.aspx?!id=43 73 1/8/2014 Fig. 200 - "Trimline" Adjustable Band Hanger C®US LISTED Size Range - 1/2" thru 8" pipe Material - Carbon Steel, Mu. Galvanized to G90 specifications Function - For fire sprinkler and other general piping purposes. Knurled swivel nut design permits hanger adjustment after installation. 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. (216" 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 - Mu. Galvanized. For Stainless Steel materi- als, order TOLCOTM Fig. 200 WON. Order By - Figure number and pipe size Dimensions 'Weights Pipe Rod Size Max. Rec. Approx. Size Inch Metric A B Load Lbs. Length 112 3/8 8mm or 10mm 3½ 2% 400 11 3/4 3/8 8mm or 10mm 3½ 2½ 400 11 1 3/8 8mm or 10mm 33A 2% 400 12 1¼ 3/8 8mm or 10mm 3% 2½ 400 13 116 3/8 8mm or 10mm 3½ 2½ 400 14 2 3/8 8mm or 10mm 416 3 400 15 216 3/8 10mm 5% 4½ 600 27 3 3/8 10mm 5½ 4 600 29 316 3/8 10mm 7H 5¼ 600 34 4 3/8 10mm 7A 5 1000 35 5 1/2 12mm 9½ 6¼ 1250 66 6 1/2 12mm 10½ 6Y4 1250 73 8 1/2 12mm 13½ 8Y4 1250 136 Page 55 OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. . CORONA, CA 92879 • PH: 951.737.5599W FAX: 951.737.0330 CUSTOMER SERVICE • 800.786.5266 www.tolco.com C®US USTEO Fig. 25 - Surge Restrainer Size Range - One size fits 3/4' thru 2' pipe. Material - Steel Function - Designed to be used in conjunction with TOLCOTM Band Hangers to restrict the upward movement of piping as it occurs during sprinkler head activation or earthquake type activity. The surge restrainer is easily and efficiently installed by snapping into a locking position on the bank hanger. This product is intended to satisfy the requirements as indicated in the National Fire Protection Association (NFPA 13, 1999 Edition), 6-2.3.3, 6-2.3.4 and A-6i-2.3.3 Can be used to restrain either steel pipe or CPVC plastic Pipe. Approvals - Underwriters' Laboratories Listed Q.n!y when used with TOLCO band hangers Fig. 2, 2NFPA and 200, in the USA (UL) and Canada (cUL). Finish - Pre-Galvanized Order By - Figure number and TOLCO band hanger, size from 3/4" thru 2". Patent #5,344,108 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 Weights Rod Max. Rec. Load Lbs. Size For Service Temps 650°F 750°F 3/8 610 540 1/2 1130 1010 5/8 1810 1610 3/4 2710 2420 7/8 3770 3360 Fig. 98 -R-odStiffener Size Range - Secures 3/8" ' 7/8" hanger rod Material - Carbon Steel Function - Secures channel to hanger rod fo tical seismic braci Approvals - Underwriters Laboratories Listed in the Up-and- Canada (cUL). Included in our Seismic Restraints Cata1et(reved Component of State of California OSHPD ApprD Seismic Restraints-6Vte Finish - Ele toGalvanized Not vailable in HDG finish or Stainless Steel materials. Order By - Figure number Fig. 99 - All Thread Rod Cut to Length Fig. 100 - All Thread Rod Full Lengths Size Range - Secures 3/8' thru 7/8" rod in 10' lengths Material - Carbon Steel Maximum Temperature - 750°F Finish - Plain Note - Available in Electro-Galvanized and HDG finish or Stainless Steel materials. Order By - Figure number, rod diameter and finish Dimensions • Weights Max Rec. Load Lbs. Rod For Service Temps Approx. Size 650°F 750°F Wt./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 360 116 11630 10370 510 D OFFICE/MANUFACTURING FACIUTY • 1375 SAMPSON AVE. • CORONA. CA 92879 • PH: 951.737.5599 FAX: 951.737.0330 CUSTOMER SERVICE • 800.786.5266 wwwtolco.com Fig. 113 - Standard Hex Nut Size Range - Sizel/4" thru 11/2 Material - Carbon Steel Finish - Plain Note - Available in Electro-Galvanized and HDG finish or Stainless Steel materials. Order By - Figure number size and finish Fig. 114 - Heavy Hex Nut Size Range - Sizel/4" thru 11/2 Material - Carbon Steel Finish - Plain Note - Available in Electro-Galvanized and HDG finish or Stainless Steel materials. Rod Size 1/4 5/16 3/8 1/2 5/8 3/4 7/8 1 1V4 I1/2 Dimensions 'Weights Width Width Across Across Flats Points Thickness 7/16 1/2 7/32 1/2 37/64 17/64 9/16 21/32 21/64 3/4 55/64 7/16 15/16 1 /32 35/64 11/8 1 /16 41/64 1/16 133 /64 3/4 11/2 1/4 55/64 1/8 21V 1 /16 21/4 219/ 19/32 Approx. .7 1.1 1.6 37 7.3 12.0 19.0 28.0 54.0 94.0 Rod Size 1/4 5/16 3/8 1/2 5/8 3/4 7/8 1 11/4 11/2 Dimensions 'Weights Width Width Across Across Flats Points Thickness 1/2 37/64 15/64 9/16 21132 19/64 11/16 51/64 23/64 7/8 11/e 31/64 11/18 1°/ 39/64 11/4 1/ 47/64 lm/m 55/64 1°/s 1/8 63/64 2 1/m 2/ 2/4 1'/m Approx. wt.iioo 1.2 1.7 3.1 6.5 12.0 19.0 30.0 43.0 79.0 131.0 Fig. 115 - Flat Washer Fig. 117 - Lock Washer Size Range - Sizel/4' thru 11/2 Size Range - Sizel/4" thru 3/4' bolt Material - Carbon Steel Material - Carbon Steel Finish - Plain Finish - Plain Note - Available in Electro-Galvanized and HDG Note - Available in Electro-Galvanized and HDG finish or Stainless Steel materials, finish or Stainless Steel materials. Order By - Figure number size and finish Order By - Figure number size and finish Dimensions 'Weights Dimensions 'Weights Rod Size Outside Diameter Approx.Wt.1100 Rod Size Outside Diameter Approx.Wt.I100 1/4 3/4 .7 3/8 11/16 .6 5/16 1 1.5 1/2 7/8 1.3 3/8 13/8 3.9 5/8 11/16 2.4 1/2 1/4 7.7 3/4 11/4 4.0 5/8 15/I6 7.3 3/4 2 11.0 7/8 21/4 19.0 1 2/4 22.0 1V4 3 26.0 11/2 3'/2 39.0 Page 63 Office/Manufacturing Facility. 1315 Sampson Ave. Corona, CA 92879 Ph: 951.737.5599 • Fax: 951.737.0330 Customer Service • 800.786.5266 www.tolco.com LISTED < CFM > COUS 9R21 10A iffiff fI500E Pipe Hanger Approvals WA -I aiD ft IIi 8007957 GST 10 3/8' Vertical CPVC 1-1/2' 300 1-1/2' 8020957 SWG 10 3/8' Horizontal CPVC 1-1/2' 300 1-1/2' 8008957 GST 20 3/8' Vertical 2-1/2' 850 1-1/2' 4' 1475 1-1/2' 8068925 GST 20-SS 3/8' Vertical 2-1/2' 850 1-1/2' 8010957 GST 30 3/8' Vertical 4' 1500 1-1/2' 4' 1475 1-1/2' 8009925 GST 25-380 3/8' Horizontal 4' 1500 1-1/2' 8022925 SWG 25-380 3/8' Horizontal 3-1/2' - 4* 1500 1-1/2' 8021957 SWG 20 3/8' Horizontal 2-1/2' - 3'"" 1050 1-1/2' 8073925 SWG 20-SS 3/8' Horizontal 2-1/2' 850 1-1/2' 8139957 SH-GST2O 3/8' 17° Angle off Vertical 1050 1-1/2' 4" 1475 1-1/2" 8141957 SH-GST3O 3/8' 17° Angle off Vertical 1500 1-1/2' 4' 1475 1-1/2' -Pipe Hanger Approvals 1l 8038957 DSTR 1 3/8' Vertical 4' 1500 035' 4" 1475 .105' 8037957 DSTR 1-1/2 3/8' Vertical 4' 1500 .035' 4" 1475 .105' 8039957 DSTR 516 3/8' Vertical 4' 1500 .037' 4' 1475 .105' 8045957 DST 516 3/8' Vertical 4' 1500 .188' 4' 1475 .188" 8046957 TEK 50 3/8' Vertical 4' 1500 .250' 4' 1475 .188' 8055957 SWDR 1 3/8' Horizontal 4' 1500 .037' 4' 1475 .060" 8056957 SWDR 516 3/8' Horizontal 4' 1500 .037' 4' 1475 .060' 8054957 SWDR 1-1/2 3/8' Horizontal 4' 1500 .037' 4" 1475 .060" 8137957 SH-DSTR1 3/8' 17° Angle off Vertical 4' 1500 .035' 4' 1475 .105' 8150922 XP 20 3/8" Vertical 2-1/2" 850 .027' 1 475 .105" 8153922 XP 35 3/8' Vertical 3-1/2' 1250 .060' , 1475 .105" 8294922 SXP 20 3/8" Vertical or up to 450 2' 750 .027' 2" 635 .029" 8295922 SXP35 3/8' Vertical or upt089' 3-1/2' 1250 .060' 2' 635 .029' 8293957 SWXP35 3/8' Horizontal 3-1/2' 1250 .060' - Pipe Hanger Approvals Parto. N M d Model Rod Mount UL Max UL Test UL Min FM Max FM Test FM Mm Size Direction Pipe Size Load (ibs) PSI Pipe Size Load (Ibs) PSI 8059957 CST 20 3/8' Vertical 4" 1475 3000 8061957 SWC 20 3/8' Horizontal 4' 1475 3000 8150922 XP 20 3/8' Vertical 2-1/2" 850 Pre-Pour Structural @ 3000p5i 8150922 XP 20 3/8' Vertical 2-1/2' 850 Post-Pour Range II LWC 35 PCF (Ibs/113) SWG 25-380 Maximum pipe size In composite wood joist allowed by UL is 3-1/2' SWG 25-380 Maximum pipe size In wood Umber or joist allowed by UL Is 4 '"SWG 20 Maximum pipe size in composite wood joist stowed by UL Is 2-1/2' SWG 20 Maximum pipe size in wood timber or joist a0ownd by UL is 3' Sammys and Truss-T HangerO are registered trademarks of ITW Buildex and Illinois Tool Works, Inc. 02008 ITWBuidex and ISinolo Tool Wo,ls, Inc. REV. 0308 SSS40 UL and FM tests were performed In compliance with NFPA 13 Standards. Fastening requirement 5 times weight of water-tilted schedule 40 pIpe plus 250 pounds. SAMMYS I SAMMVS :Buildex .itwbuildex.com 800-BUILDEX ?owers FASTENERS PRODUCT INFORMATION Power-Stud+ SDI Power-Stud+ SDI wedge &pansion Anchor SECTION CONTENTS Page No. The Power-Stud+ SD1 anchor is a fully threaded, torque-controlled, wedge expansion anchor which is designed for consistent performance in cracked and uncracked concrete. Suitable base materials include normal-weight concrete, sand-lightweight concrete, concrete over steel deck, and grouted concrete masonry. The anchor is manufactured with a zinc plated carbon steel body and expansion clip for premium performance. Nut and washer are included. Structural connections, i.e., beam and column anchorage Safety-related attachments Interior applications / low level corrosion environment Tension zone applications, i.e., cable trays and strut, pipe supports, fire sprinklers Seismic and wind loading + Consistent performance in high and low strength concrete + Nominal drill bit size is the same as the anchor diameter + Anchor can be installed through standard fixture holes + Length ID code and identifying marking stamped on head of each anchor + Anchor design allows for follow-up expansion after setting under tensile loading International Code Council, Evaluation Service (ICC-ES), ESR-2818 for concrete Code compliant with the 2012 IBC, 2012 IRC, 2009 IBC, 2009 IRC, 2006 IBC, 2006 IRC, 2003 IBC, and 2003 IRC International Code Council, Evaluation Service (ICC-ES), ESR-2966 for masonry Code compliant with the 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 Append D) Evaluated and qualified by an accredited independent testing laboratory for recognition in cracked and uncracked concrete including seismic and wind loading (Category 1 anchors) Tested in accordance with ICC-ES AC01 for use in Masonry Underwriters Laboratories (UL Listed) - File No. EX1289, (Hangers, Pipe). See listing for sizes. CSI Divisions: 03 16 00 - Concrete Anchors, 04 05 19.16 - Mesonly Anchors and 05 05 19 - Post- Installed Concrete Anchors. Expansion anchors shall be Power-Stud+ SD 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 Medium carbon steel Hex nut Carbon steel, ASTM A 563, Grade A Washer Carbon Steel, ASTM F 844; meets dimensional requirements of ANSI B18.22.2. Type A Plain Expansion wedge (clip) Carbon Steel Plating Zinc plating according to ASTM B 633, SC Type Ill (Fe/Zn 5). Minimum plating requirements for Mild Service Condition. General Information....................1 Material Specifications ...............1 Installation Instructions...............2 Reference Data (ASD) Installation Specifications.........2 Performance Data in Concrete... 3 Performance Data in Masonry ... 7 Strength Design Installation Specifications.........9 Design Information..................11 Design Strengths in Concrete.. 13 Ordering Information.................14 Power-Stud+ SDI Assembly THREAD VERSION UNC threaded stud ANCHOR MATERIALS Zinc plated carbon steel body with expansion clip, nut and washer ANCHOR SIZE RANGE (TYP.) 1/4" diameter through 1-1/4" diameter SUITABLE BASE MATERIALS Normal-weight concrete Structural sand-lightweight concrete Concrete over steel deck Grouted concrete masonry (CMU) This Product Available In Powers Design Assist Real Time Anchor Design Software www.powersdesignassist.com M STED 1 CODE LISTED -2818 ICC-ES ESR-2966 5 J MASON" Powers USA: (800) 524-3244 Canada: (905) 673-7295 or (514) 631-4216 www.powers.com 1 d ?owears Power-Stud+ SDI PRODUCT INFORMATION FASTENERS IIINSTALLATIONIINSTRUCTIONS Installation Instructions for Power-Stud+ SDI Step 1 Using the proper drill bit size, drill a hole into the base material to the required depth. The tolerances of the drill bit used should meet the requirements of ANSI Standard 6212.15. Step 2 fl' Remove dust II and debris I from hole using a hand pump, I I compressed air I I. oravacuumto remove loose I II' particles left from drilling. MI r-- Step 3 Position the washer on the anchor and thread on the nut. If installing through LLLJ, a fixture, drive the anchor through the fixture into the hole. - Be sure the anchor is driven to the minimum I required embedment depth, h. I Step Tighten the anchor with a torque wrench ( by applying the required installation 3 torque, Tinst. Note: the threaded stud - will draw up during tightening of the nut; .; the expansion wedge (clip) remains in • original position. Power-Stud+ SDI Anchor Detail Length Identification Power-Stud+ SDI Anchor Assembly all kw~ Hex Nut Washer NC Th Expansion Mandrel readed Stud Collar Wedge (Clip) Head Marking a Legend Letter Code = Length Identification Mark '+' Symbol = Strength Design Compliant Anchor (see ordering information) Number Code = Carbon Steel Body and Stainless Steel Expansion Clip (not on 1/4' diameter anchors) Mark A B C 0 E F G H I i K I M N 0 P Q R S I From 1-112' 2" 2-112" 3" 3-112" 4' 4-1/2" 5" 5-1/2" 6" 6-112' 7" 7-1/2" 8" 8-1/2" 9 9-1/2 10" 11' Up to but not 2" 2-1/2" 3" 3-1/2" 4" 4-1/2" 5" 5-1/2' 6" 6-1/2" 7" 7-1/2" 8" 8-112" 9" 9-112 10" 11' 12" including Length identification mark indicates overall length of anchor. Installation Specifications for Power-Stud+ SDI in Concrete'-' Anchor Property/ Notation Units Nominal Anchor Diameter ____________ 1/4 318 1/2 5/8 3/4 7/8 1 1-1/4 Setting Information Anchor diameter d0 in. 0.250 0.375 0.500 0.625 0.750 0.875 1.000 1.250 (6.4) (9.5) (12.7) (15.9) (19.1) (22.2) (25.4) (31.8) Minimum diameter of dh in. 5/16 7/16 9116 11/16 13/16 1 1-1/8 1-318 hole clearance in fixture (mm) (7.5) (11.1) (14.3) (17.5) (20.6) (25.4) (28.6) (34.9) Nominal drill bit d in. 1/4" 3/8" 1/2" 5/8" 3/4' 7/8" 1" 1-1/4" diameter ANSI ANSI ANSI ANSI ANSI ANSI ANSI ANSI Minimum nominal in. in. 1-1/8 1-5/8 2-1/4 2-3/4 3-318 4-1/2 4-1/2 6-1/2 embedment depth 1 (29) (41) (57) (70) 1 (86) (114) (114) (165) Minimum hole depth h0 in. 1-1/4 1-3/4 2-1/2 3-1/8 3-518 4-7/8 4-7/8 7-1/4 (trn (48) (44) (64) (79) (92) (122) (122) (184) Installation torque ft.-lbf. 4 20 40 80 110 175 225 375 (5) (27) (54) (108) (149) (237) (305) (508) Torque wrench/socket - In. 7/16 9/16 3/4 15116 1-1/8 1-5/16 1-1/2 1-7/8 size Nut height - In. 1 7/32 21/64 7/16 1 35/64 1 41/64 1 3/4 1 55/64 1 1-1/16 For SI: 1 inch = 25.4 mm, 1 ft-Ibf = 1.356 N-m. The minimum base material thickness should be 1.5h,,,,,, or 3", whichever is greater. See Performance Data in Concrete for additional embedment depths. 2 www.powers.com Canada: (905) 673-7295 or (514) 6314216 Powers USA: (800) 524-3244 - : I IPMWIftli. I - ' --- -. ?owers Power-Stud+6 SDI PRODUCT INFORMATION FASTENERS Allowable Load Capacities for Power-5tud+ 5D1 in Normal-Weight Concrete', 2,3.4 Minimum Minimum ConcreteCompressive Strength f'c = 2,500 psi (17.3 MPa) ft = 3,000 psi (20.7 MPa) ft = 4,000 psi (27.6 MPa) f'c = 6,000 psi (41.4 MPa) Nominal Anchor Embedment Diameter Depth Tension Shear Tension Shear Tension Shear Tension Shear (in.) (r lbs. lbs. lbs. lbs. lbs. lbs. lbs. lbs. (kN) (kN) (kN) (kN) (kN) (kN) (kN) (kN) 1-1/8 360 315 415 315 (28) - - (1.6) (1.4) (1.8) (1.4) - - 1/4 1-3/4 695 315 695 315 695 315 695 315 (44) (3.1) (1.4) (3.1) (1.4) (3.1) (1.4) (3.1) 1-5/8 670 635 775 635 (41) - - (3.0) (2.8) (3.4) (2.8) - - 3/8 2-3/8 870 635 955 635 1,105 635 1,350 635 (60) (3.9) (2.8) (4.2) (2.8) (4.9) (2.8) (6.0) (2.8) 2-1/4 1,040 1,050 1,200 1,050 (57) - - (4.6) (4.7) (5.3) (4.7) - - 1/2 2-1/2 980 1,050 1,070 1,050 1,240 1,050 1,515 1,050 (64) (4.4) (4.7) (4.8) (4.7) (5.5) (4.7) (6.7) (4.7) 3-3/4 1,990 1,050 2,180 1,050 2,515 1,050 3,080 1,050 (95) (8.9) (4.7) (9.7) (4.7) (11.2) (4.7) (13.7) (4.7) 2-3/4 1,360 1,705 1,570 1,705 (70) - - (6.0) (7.6) (7.0) (7.6) - 5/8 3-3/8 1,655 1,705 1,815 1,705 2,095 1,705 2,565 1,705 (86) (7.4) (7.6) (8.1) (7.6) (9.3) (7.6) (11.4) (7.6) 4-5/8 2,815 1,705 3,085 1,705 3,560 1,705 3,615 1,705 (117) (12.5) (7.6) (13.7) (7.6) (15.8) (7.6) (16.1) (7.6) 3-3/8 1,965 3,145 2,270 3,145 (86) - - (8.7) (14.0) (10.1) (14.0) - - 3/4 4 2,385 3,145 2,610 3,145 3,015 3,145 3,620 3,145 (102) (10.6) (14.0) (11.6) (14.0) (13.4) (14.0) (16.1) (14.0) 5-5/8 4,420 3,145 4,840 3,145 5,590 3,145 6,265 3,145 (143) (19.7) (14.0) (21.5) (14.0) (24.9) (14.0) (27.9) (14.0) 3-7/8 2,500 2,925 2,890 2,925 (98) - - (11.1) (13.0) (12.9) (13.0) - - 7/8 4-1/2 2,830 2,925 3,100 2,925 3,780 2,925 4,870 2,925 (114) (12.6) (13.0) (13.8) (13.0) (16.8) (13.0) (21.7) (13.0) 4-1/2 3,395 5.290 3,920 5,290 (114) - - (15.1) (23.5) (17.4) (23.5) - - 1 5-1/2 4,135 5,290 4,530 5,290 5,230 5,290 6,405 5,290 (140) (18.4) (23.5) (20.2) (23.5) (23.3) (23.5) (28.5) (23.5) 8 5,380 5,290 6,215 5,290 (203) - - (23.9) (23.5) (27.6) (23.5) - - 5-1/2 5,070 7,275 5,850 7,275 (140) - - (22.6) (32.4) (26.0) (32.4) - - 1-1/4 6-1/2 5,620 7,275 6,160 7,275 7,110 r 7,275 9,340 7,275 __________ (165) (25.0) (32.4) (27.4) (32.4) (31.6) (32.4) (41.5) (32.4) Tabulated load values are for anchors installed in concrete. Concrete compressive strength must be at the minimum at the time of installation. Allowable load capacities are calculated using an applied safety factor of 4.0. Allowable load capacities must be multiplied by reduction factors when anchor spacing or edge distances are less than critical distances. linear interpolation may be used to determine allowable loads for intermediate embedments and compressive strengths. www.powers.com Canada: (905) 673-729501(514) 631-4216 Powers USA: (800) 524-3244 ?owers F A S T E N E R S PRODUCT INFORMATION Power-Stud+® SDI Power-Stud+ SDI Anchor Installation Specifications in Concrete' F 7ESR-jL8J TED Anchor Property! Notation Units Nominal Anchor Diameter 1/4 3/8 1/2 5/8 3/4 7/8 1 1-1/4 Setting ion Informat inch inch inch inch inch inch inch inch Anchor diameter d3(d0)1 in. 0.250 0.375 0.500 0.625 0.750 0.875 1.000 1.250 (mm) (6.4) (9.5) (12.7) (15.9) (19.1) (22.2) (25.4) (31.8) Minimum diameter of dh in. 5/16 7/16 9/16 11/16 13/16 1 1-1/8 1-3/8 hole clearance in fixture (mm) (7.5) (11.1) (14.3) (17.5) (20.6) (25.4) (28.6) (34.9) Nominal drill bit diameter d in. 1/4 3/8 1/2 5/8 3/4 7/8 1 1-1/4 ANSI ANSI ANSI ANSI ANSI ANSI ANSI ANSI Nominal embedment depth hnm in. 1-3/4 2-3/8 2-1/2 3-3/4 3-3/8 4-5/8 4 5-5/8 4-1/2 5-1/2 6-1/2 (mm) (44) 1 (60) (64) (95) 1 (86) (117) (102) (143) 1 (114) (140) 1 (165) Effective embedment depth het in. 1.50 2.00 2.00 3.25 2.75 4.00 3.125 4.75 3.50 4.375 5.375 (mm) (38) (51) (51) (83) (70) (102) (79) (114) (89) (111) (137) Minimum hole depth hh5 in. 1-7/8 2-1/2 2-3/4 4 3-3/4 5 4-1/4 5-7/8 4-7/8 5-7/8 7-1/4 (mm) (48) (64) (70) (102) (95) (127) (108) (149) (124) (149) (184) Minimum overall f.Ch in. 2-1/4 3 3-3/4 4-1/2 4-1/2 6 5-1/2 7 8 9 9 anchorlenqth2 (mm) (57) (76) (95) 1 (114) (114) 1 (152) (140) (178) (203) (229) (229) Installation torques Ijfl55 ft.-lbf. 4 20 40 80 110 175 225 375 (N-m) (5) 1 (27) (54) (108) (149) (237) (305) 1 (508) Torque wrench/socket size - in. 7/16 9/16 3/4 15/16 1-1/8 15/16 1-1/2 1 17/8 Nut height - in. 7/32 1 21/64 7/16 35/64 41/64 3/4 55/64 1 1-1/16 Anchors Installed in Concrete Construction' Minimum member hmin in. 3-1/4 3-3/4 4 4 6 6 7 6 10 10 10 12 thickness (mm) (83) (95) (102) (1112) (152) (152) (178) (152) (254) (254) (254) (305) Minimum edge distance c in. 1-3/4 6 12-3/4 2-1/4 6 3-1/4 4 2-3/4 6 5-1/2 4-1/4 5 6 7 8 8 (152) I (70) (57) (152) (95) (102) (70) (152) (140) (108) (127) (152) (178) (203) (203) Minimum spacing Smin in. 2-1/4 3-1/2 I 3-3/4 4-1/2 10 5 6 6 11 4-1/4 6 6-1/2 6-1/2 8 8 distance (mm) (57) (89) I (229) (95) (114) (254) (127) (152) (152) (270) (108) (152) (165) (165) (203) (203) Critical edge distance in. 3-1/2 6-1/2 8 6 10 11 16 11-1/2 12 20 (uncracke6concrete only) ac (mm) (89) (165) (203) (203) (152) (254) (279) (406) (292) (305) 1 (508) Anchors Installed in the Topside of Concrete fulled Steel Deck Assemblies' Minimum member hmin.deck in. 3-1/4 3-1/4 3-1/4 topping thickness (mm) (83) (83) (83) See note 3 See note 3 See note 3 o w m 0 w m w Minimum edge distance qn1n,decktop in. (mm) 1-3/4 5) 2-3/4 (70) 4-1/2 (114) Minimum spacing in. 2-1/4 4 6-1/2 distance 5m1n.dect.top (mm) (57) (102) (165) 0) 0) 0) Critical edae distance in. 3-1/2 6-1/2 6 (uncrackecf concrete only) ac,deóiop (mm) (89) 1 (165) 1 (152) 1 Anchors Installed Through the Soffit of Steel Deck Assemblies into Concrete" Minimum member topping thickness hmin.d&k in. 3-1/4 3-1/4 3-1/4 3-1/4 (mm) (see detail in Figure 2A) (95) (95) CL o. o. Minimum edge distance, lower flute c . in. 1-1/4 1-1/4 1-1/4 1-1/4 (see detail in Figure 2A) (mm) (32) (32) (32) (32) < o ., o < 0 Minimum axial spacing distance along flute t. in. 6-3/4 6-3/4 I 9-3/4 8-1/4 I 12 9-3/8 114-1/4 (see detail in Figure 2A) (mm) . Q. CL ' (171) (171) (248) (210 1(305) (238) (362) Minimum member topping thickness hm.dKk ,. 2-1/4 2-1/4 - - - (see detail in Figure 28) (mitts) (57) (57) : - -a Minimum edge distance, lower flute c,, . in. 3/4 3/4 (see detail in Figure 2B) (mm) - (19) (19) 0 0 0 0 Z 0. 0 Z 0. - 0 Minimum axial spacing . in. 6 6 I 9-3/4 distance along flute (see detail in Figure 28) (mm) - (152) (152) (248) - - - For SI: 1 inch = 25.4 mm, 1 ft-Ibf = 1.356 N-m. The information presented in this table is lobe used in conjunction with the design criteria of ACI 318 Appendix D. The listed minimum overall anchor length is based on anchor sizes commercially available at the time of publication compared with the requirements to achieve the minimum nominal embedment depth, nut height and washer thickness, and consideration of a possible fixture attachment. The 1/4 -inch-diameter (6.4 mm) anchors may be installed in the topside of ancracked concrete-filled steel deck assemblies where concrete thickness above the upper flute meets the minimum member thicknesses specified in this table. The 3/8 -inch (9.5 mm) through 1-1/4 -inch-diameter (31.8 mm) anchors may be installed in the topside of cracked and uncracked concrete-filled steel deck assemblies where concrete thickness above the upper flute meets the minimum member thicknesses specified in this table. For installations in the topside of concrete-filled steel deck assemblies, see the installation detail in Figure 1. For installations through the soffit of steel deck assemblies into concrete, see the installation details in Figures 2A and 28. In accordance with the figures, anchors shall have an axial spacing along the flute equal to the greater of 3hef or 1.5 times the flute width. For installation of 5/8 -inch diameter anchors through the soffit of the steel deck into concrete, the installation torque is 50 ft.-lbf. For installation of 3/4-inch-diameter anchors through the soffit of the steel deck into concrete, installation torque is 80 ft.-lbf. The notation in brackets is for the 2006 IBC. Powers USA: (800) 524-3244 Canada: (905) 673-7295 or (514) 631-4216 www.powers.com ... After ?owers Power-Stud+ SDI PRODUCT INFORMATION FASTENERS Power-Stud+ SDI Anchor Detail Before Application of Installation Torque Interpolation of Minimum Edge Distance and Anchor Spacing [E LISTED , CI,1 at S'a ICC-ES ESR-281 8 C a I I edge distance c This interpolation applies to the cases when two sets of minimum edge distances, c1v, and minimum spacing distances, s,w are given in the SD Installation Specifications for Concrete for a given anchor diameter under the same effective embedment depth, h and corresponding minimum member thickness, Figure 1 - Power-Stud+ SDI Installation Detail for Anchors in the Topside Of Concrete-Filled Steel Deck Floor and Roof Assemblies (See Dimensional Profile Requirements) NWEXS471L o 4 . LQWXRF'W1X8E33Ef e 20 oAGrnOtoc*ue Anchors maybe placed in the topside of steel deck profiles in accordance with Figure 1 provided the minimum member topping thickness, minimum spacing distance and minimum edge distance are satisfied as given in Installation Specifications. Figure 2A -Power-Stud+ SDI Installation Detail for Anchors in the Soffit Of Concrete Over Steel Deck Floor and Roof Assemblies (See Dimensional Profile Requirements) STESXRJRØL SMIDUIGHTWEIGITc00ETE00 N00MA&WEA{rTE aoEomai 3 rss 354. IPPERFLUTE CAR-LEVI 1oUm NO. RG*GESTE OEM Me Anchors may be placed in the upper flute or lower flute of the steel deck profiles in accordance with Figure 2A provided the minimum hole clearance is satisfied. Anchors in the lower flute of Figure 2A profiles 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. In addition, the anchors must have an axial spacing along the flute equal to the greater of 3h 5or 1.5 times the flute width. Figure 2B—Power-Stud+ SDI Installation Detail for Anchors in the Soffit Of Concrete Over Steel Deck Floor and Roof Assemblies (See Dimensional Profile Requirements) S1RUC1URAS. SNSDI.IGI4TWEIGIfT CONCRETE OR NORMAL.WEIGAfl' CONCRETE OVER STEEL DECK (MINIMUM 3,000 PSI) 511' MEd 2-if? 3-lIT ' - 6' C,C, SEN TSP 1' _M"TYP - ' - TAP —' ' "- '• J 2.554' L) MIN I ____ __ UPPER FLUTE (VALLEY) ".\J/ MAX LOWER FLUTE (RIDGE) /41 - .... ,, t. 540.20 GAGE SIXES, DECK MIN /' M1O us rnp Anchors may be placed in the lower flute of the steel deck profiles in accordance with Figure 28 provided the minimum hole clearance is satisfied. Anchors in the lower flute of Figure 213 profiles may be installed with a maximum 1/8-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. In addition, the anchors must have an axial spacing along the flute equal to the greater of 3h15 or 1.5 times the flute width. Anchors maybe placed in the upper flute of the steel deck profiles in accordance with Figure 28 provided the concrete thickness above the upper flute is minimum 3-1/4-inch and a minimum hole clearance of 3/4-inch is satisfied. 10 www.powers.com Canada: (905) 673-7295 or (514) 631-4216 Powers USA: (800) 524-3244 ?owers F A S1.iEN IEAS: PRODUCT INFORMATION Power-Stud+® SDI STRENGTH D *1 [c 1j Factored design strength ONn and Calculated in accordance with ACI 318 Appendix D Compliant with the International Building Code Tension and Shear Design Strengths for Power-Stud+ SDI in Cracked Concrete" Nominal Nominal Minimum Concrete Compressive Strength Anchor Embed. = 2,500 psi f' = 3,000 psi = 4,000 psi f, = 6,000 psi = 8,000 psi Diameter hnom ON., 4N çbv çbN Vn bV (in.) (in.) Tension Shear Tension Shear Tension Shear Tension Shear Tension Shear (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) 1/4 1-3/4 3/8 2-3/8 1,325 1,685 1,450 1,845 1,675 2,050 2,365 1/2 2-1/2 1,565 1,685 1,710 1,845 1,975 2,130 2,420 2,605 2,795 II 33/4 3-3/8 1,630 2,520 II 3,125 1,785 2,760 KfI] 3,425 2,060 3,185 Jj] 3,955 2,520 3,905 A1] 4,845 2,915 4,505 II 5,590 5/8 4-5/8 4 2,895 3,770 .1 6,210 3,170 4,130 I 6,800 3,660 4,770 i • 4,480 5,840 I . 5,175 6,745 3/4 5-5/8 5,720 6,265 7,235 8,860 10,230 7/8 4-1/2 4,470 4,895 5,655 6,925 7,995 1 5-1/2 7,140 • 7,820 1 9,030 I 11,060 I 12,770 1-1/4 6-1/2 7,380 I 8,080 I 9,330 1 11,430 l 13,195 Tension and Shear Design Strengths for Power-Stud+ SDI in Uncracked Concrete" Nominal Nominal Minimum Concrete Compressive Strength Anchor Embed. = 2,500 psi = 3,000 psi = 4,000 psi = 6,000 psi = 8,000 psi Diameter 'nom ON,I r/N I 41V 4iN, 4v N,, (in.) (in.) Tension Shear Tension Shear Tension Shear Tension Shear Tension Shear (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) 1/4 1-3/4 1,435 lt 1,570 ••I k4It It II II I1I .11 3/8 2-3/8 1,860 '1 2,040 '.& 2,355 2,885 3,330 1/2 2-1/2 2,095 2,375 2,295 2,605 2,645 U 3,240 U 3,745 It 3-3/4 3,595 tIll. 3,940 liii. 4,545 II 5,570 II 6,430 It 3-3/8 3,555 4,375 3,895 4,795 4,500 1 5,535 5,510 • 6,365 5/8 4-5/8 4 6,240 4,310 I • 6,835 4,720 : I • 7,895 5,450 I • 9,665 6,675 I • 1t1t 7,710 I 3/4 5-5/8 4-1/2 8,075 5,105 8,845 5,595 10,215 6,460 12,510 7,910 9,135 7/8 1 5-1/2 7,140 i 7,820 • 9,030 I 11,060 I 12,770 I 1-1/4 6-1/2 10,935 I 11,980 I 13,830 I 16,940 I 19,560 Legend Steel Strength Controls I I Concrete Breakout Strength Controls I I Anchor Pullout/Pryout Strength Controls Tabular values are provided for illustration and are applicable for single anchors installed in normal-weight concrete with minimum slab thickness, h, = h=., and with the following conditions: - c 1 is greater than or equal to the critical edge distance, c, (table values based on c,, = cJ. - cr is greater than or equal to 1.5 C,1. ca 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, h,1, for the selected anchors as noted in the design information tables. Please also reference the installation specifications for more information. Strength reduction factors () 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. For designs that include combined tension and shear, the interaction of tension and shear loads must be calculated in accordance with ACt 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. Powers USA: (800) 524-3244 Canada: (905) 673-7295 or (514) 631-4216 www.powers.com 13 - .1 - - -So, - - Fig. 65 Patent #4,570,885 Fig. 65 Dimensions Weights Rod Size Max. Rec. Approx. A B C D E F Load Lbs.* Wt./100 3/8 1/,6 3/4 1 7/16 1 610 28 1/2 1/2 3/4 1 9/16 1/4 1130 55 5/8 1 /2 3/4 1 9/16 1 '/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 0 E F Load Lbs.* Wt.I100 3/8 1 /16 1/4 1 7/16 1 610 28 1/2 1 '/2 11/4 1 9/16 1 '/4 1130 55 5/8 1 '/2 1 /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 11/41 Throat Openings Component of State of California OSHPD Approved Seismic Restraints System SCS 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 bot- tom flange of the beam. (Beveled lip allows hanging from top flange where clearance is limited.) May be installed with set screw in up or down position. Offset design permits unlimited rod adjustment by allowing the rod to be threaded completely through the clamp. Open design permits inspection of thread engagement. Approvals - Underwriters' Laboratories Listed in the USA (UL) and Canada (cUL). Factory Mutual Engineering approved. Conforms to Federal Specification WW-H-171E, Type 23 and Manufacturers Standardization Society SP-69, Type 19. Exceeds requirements of the National Fire Protection Association (NFPA), Pamphlet 13, 3/8' rod will support 1/2" thru 4" pipe, 1/2" rod will support 1/2' thru 8" pipe. Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Finish - Plain Note - Available in Electro-Galvanized and HDG finish. Order By - Figure number, rod size and finish OFFICEJMANIJFACTURING FACILITY • 1375 SAMPSON AVE. . CORONA, CA 92819 • PH: 951.737.5599• FAX: 951.737.0330 CUSTOMER SERVICE . 800.786.5266 www.tolco.com Fig. 69 - Beam Clamp Retaining Strap Size Range - 3/8" thru 7/8" rod by 4" thru 16" length.* Function - To offer more secure fastening of various types of beam clamps to beam where danger of movement might be expected. NFPA 13 requires the use of retaining straps with all beam clamps installed in earthquake areas. Satisfies requirements of NFPA 13 (1999) 6-4.7.1. Important Note - Good installation practice of a retaining strap requires that the strap be held tightly and securely to all component parts of the assembly. Therefore a locking mecha- nism of some kind such as a hex nut or the beveled locking slot on the TOLCOTM Fig. 69R will provide a more secure reliable installation. Approvals - Underwriters' Laboratories listed in the USA (UL) and Canada (cUL). Approved for use with any listed beam clamp. Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects. please refer to the TOLCO Seismic Restraint Systems Guidelines. Finish - Pre-Galvanized Order By - Figure number, type, length "B" and rod size being used with beam clamp Note - Minimum return on Strap: V. Dimensions • Weights Type Rod Size A Hole Size B 1 3/8 7/16 1/2 9/16 Specify Specify 2 5/8 11/16 3/4 13/16 Specify Specify 3 3/8 -7/8 Specify Specify * Longer lengths are available, consult factory. Component of State of California OSHPD Approved UL C U Seismic Restraints System . OFFICEIMANUFACTURING FACILITY • 1375 SAMPSON AVE. CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.786.5266 www.tolco.com . . . ...... ,.. . . .. .... .. .. .,., Longitudinal Brace Fig. 4L 1@11 USTED Longitudinal "In-Line" Sway Brace Attachment Size Range - 2' through 8" IPS. Material - Carbon Steel Function - For bracing pipe against sway and seismic disturbance. Approvals - Underwriter's Laboratories Listed in the USA (UL) and Canada (cUL) 2" - 8". Approved by Factory Mutual Engineering (FM), 2" - 8" pipe. Installation Instructions - The Fig. 4L is the "braced pipe" attachment component of a longitudinal sway brace assembly. It is intended to be combined with the "bracing pipe" and TOLCO structural attachment component to form a complete bracing assembly. NFPA 13 and/or OSHPD guidelines should be followed. To Install - Place the Fig. 4L over the pipe to be braced and tighten bolts. Then engage "bracing pipe" into jaw opening and tighten set bolt until hex head snaps off. Jaw attachment can pivot for adjustment to proper brace angle. Finish - Plain Note - Available in Electro-Galvanized and HDG finish. Order By - Figure number, pipe size and finish. Dimensions • Weights Bolt Max. Rec. *MaxRec. Approx. 3izes A C D Size Load Lbs. Load Lbs. wtJloo (cULus) (FM) 21h 6/i6 21h 2Y4 1/2 2015 3000 253 3 7 23/4 31/16 1/2 2015 1550 268 4 81h 3% 311A6 1/2 2015 1550 348 5 93/4 3/8 43/8 1/2 2015 1450 360 6 111/2 5 51/8 1/2 2015 1450 640 8 131/4 611/16 61/8 1/2 2015 1450 728 * Load shown is allowable with brace installed, between 30 - 90g. No reduction of load based on brace angle is required. FM approved when used with 1 ', 11/4", 11/2 ' or 2 Sch. 40 brace pipe. 4-Way Riser Brace (Plan view) TOLCO® brand bracing components are designed to be compatible ONLY with other TOLCO® brand bracing components, resulting in a Listed seismic bracing assembly. DISCLAIMER - NIBCO does NOT warrant against the failure of TOLCO® brand bracing components, in the instance that such TOLCO® brand bracing components are used in combination with products, parts or systems which are not manufactured or sold under the TOLCO® brand. NIBCO shall NOT be liable under any circumstance for any direct or indirect, incidental or consequential damages of any kind, including but not limited to loss of business or profit, where non-TOLCO brand bracing components have been, or are used. OFFICE/MANUFACTURING FACIUTY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.786.5266 www.tolco.com Fig. 980 - Universal Swivel Sway Brace Attachment c®us usTho Size Range - One size fits bracing pipe 1" thru 2", steel up to 1/4" thick. TOLCO 12 gauge channel, and all structural Component of State of CaIirnia OSHPD Approved Seismic Restraints System Material - Carbon Steel Function - Multi-functional attachment to structure or braced pipe fitting. Features -This product's design incorporates a concentric attachment opening which is critical to the performance of structural seismic connections. NFPA 13 (2002) Figure 9.3.5.9.1 indicates clearly that fastener table load values are based only on concentric loading. Mounts to any surface angle. Break off bolt head assures verification of proper installation. Installation - The Fig.980 is the structural or transitional ,c._..?, >- attachment component of a longitudinal or lateral sway brace B assembly. It is intended to be combined with the "bracing pipe" and TOLCO "braced pipe" attachment, Fig. 1000, 1001, 2002, 4L, 4A or 4B to form a complete bracing assembly. NFPA 13 and/or OSHPD guidelines should be followed. To Install - Place the Fig. 980 onto the "bracing pipe". Tighten the set bolt until set bolt head breaks off. Attachment can pivot for adjustment to proper brace angle. 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. Note —The Fig. 980 Swivel Attachment and the Fig. 1001, Fig. 1000, Fig. 2001 or Fig. 4A Pipe Clamp make up a sway brace system of UL Listed attachments and bracing materials which satisfies the requirements of Underwriters' Laboratories and the National Fire Protection Association (NFPA) Finish - Plain Note - Available in Electro-Galvanized finish. Order By - Figure number and finish. PATENT #6,273,372 Dimensions • Weights Max. Design Approx. A B H* Load Lbs. Wt.I100 5¼ im 17/32 2765 132 * Available with hole sizes to accommodate up to 3/4 fastener. Consult factory. VI Lateral Brace TOLCOe brand bracing components are desgined to be compatible ONLY with other TOLCO® brand bracing components, resulting in a Listed seismic bracing assembly. DISCLAIMER - NIBCO does NOT warrant against the failure of TOLCO® brand bracing components, in the instance that such TOLCO® brand bracing components are used in combination with products, parts or systems which are not manufactured or sold under the TOLCO® brand. NIBCO shall No be liable under any circumstance for any direct or indirect, incidental or consequential damages of any kind, including but not limited to loss of business or profit, where non-TOLCO brand bracing components have been, or are used. OFFICE/MANUFACTURING FACIUTY. 1375 SAMPSON AVE. - CORONA, CA 92879 PH: 951.737.5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.786.5266 www.tolco.com Fig. 1001 - Sway Brace Attachment Size Range - Pipe size to be braced: 21/2' thru 8" IPS.* Pipe size used for bracing: 1' and 11/4 Schedule 40 IPS. Material - Carbon Steel Function - For bracing pipe against sway and seismic distur- bance. The pipe attachment component of a sway brace system: The Fig. 1001 is used in conjunction with a TOLCO 900 Series fitting and joined together with bracing pipe per NFPA 13, forming a com- plete sway brace assembly. Features - Can be used to brace schedules 7 through 40 IPS. Field adjustable, making critical pre-engineering of bracing pipe length unnecessary. Unique design requires no threading of brac- ing pipe. Can be used as a component of a four-way riser brace. Comes assembled and ready for installation. Fig. 1001 has built-in visual verification of correct installation. See installation note below. Installation Note - Position Fig. 1001 over the pipe to be braced and tighten two hex head cone point set bolts until heads bottom out. A minimum of 1" pipe extension is recommended. Brace pipe can be installed on top or bottom of pipe to be braced. Approvals - Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Approved by Factory Mutual Engineering (FM). Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, soacina and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Finish - Plain Note - Available in Electro-Galvanized and HDG finish. Order By - Indicate pipe size to be braced followed by pipe size used for bracing, figure number and finish. Important Note - The Fig. 1001 is precision manufactured to perform its function as a critical component of a complete brac- ing assembly. To ensure performance. the UL Listing requires that the Fig. 1001 must be used only with other TOLCO bracing products. The Fig 1001 is not intended for use with the Fig. 907 4-Way Longitudinal Brace Attachment. Component of State of California OSHPD Approved Seismic Restraints System Maximum Design Load Sch. 7 - 1600 lbs. Sch. 10 & 40 w/1" Brace Pipe - 2015 lbs. Sch. 10 & 40 w/11/4" Brace Pipe - 2765 lbs. FM Approved Design Loads* 21/2" - 2400 lbs. 3" - 4" - 2500 lbs. 5" - 8" - 1500 lbs. OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.737.5599 • FM: 951.737.0330 CUSTOMER SERVICE • 800.786.5266 wwwtolco.com Fig. 828 with 80 Fig. 828 - Universal Sway Brace Attachment to Steel .®TOLCO Size Range: One size accommodates all Fig. 900 Series sway brace @Uft " us attachments. Fits from /8" (9.4mm) to /&" (22.2mm) thick steel structure. For thicknesses less than /8" (9.4mm) refer to Fig. 825 and Fig. 825A. LISTED Material: Steel Cone Point Function: To attach sway bracing to various types of steel structural members. Set Bolts A Features: Permits secure non-friction connection without drilling or welding. Unique design allows offset placement on wide flange beam, I-beam, C-channel, open web, Set Bolts welded steel trusses, etc.. Secures brace to structure either across or along the F' Included beam. Break-off set bolts allow for visual verification of proper installation torque. Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). For FM Approval information refer to page 53. 'Cone Installation Instructions: The Fig. 828 is the structural attachment Point Set Bolt B component of a longitudinal or lateral sway brace assembly. It is intended to be combined with a Cooper B-Line/TOLCO transitional attachment, "bracing pipe" UL Horizontal Design Load and a Cooper B-Line/TOLCO "braced pipe" attachment to form a complete bracing Maximum Design Load Across Beam assembly. NFPA 13 guidelines should be followed. To Install: Place the Fig. 828 on the flange of the beam, truss, or girder. Be sure the 2015 lbs. (8.96kN) attachment is fully engaged to the rear of the opening. Tighten the cone point Maximum Design Load Along Beam set bolts (A) until the heads break off. Tighten the cone point set bolt (B) until the 2015 lbs. (8.96kN) head breaks off. Remove the flange nut from set bolt (B). Install a TOLCO swivel fitting (Fig. 980, 910, 909, or any other Cooper B-Line/TOLCO approved transitional. fitting). Use flange nut to secure the swivel fitting. Finish: Plain or Electro-Galvanized Approx. Weight/100: 275 Lbs. (124.7kg) Order By: Figure number and finish Patent #6,098,942 Canada Patent #2,286,659 Patent Pending ------------- 1 Beam, truss, or girder Fig. 828 A ---------- Shown with May pivot in any Fig. 980 direction Cooper B-Line, Inc.'s ("Cooper B-Line") seismic bracing components are designed to be compatible only with other Cooper B-Line bracing components, resulting in a listed seismic bracing assembly. Cooper-B-Line's warranty for seismic bracing components will be the warranty provided in Cooper B-Line's standard terms and conditions of sale made available by Cooper B-Line, except that, in addition to the other exclusions from Cooper B-Line's warranty, Cooper B-line makes no warranty relating to Cooper B-Line's seismic bracing components that are combined with products not provided by Cooper B-Line. All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. p.-.- COOPER B-Line 0 POTTER VANE TYPE WATERFLOW The Symbol of Protection ALARM SWITCH WITH RETARD U.S. Pat. No. 3921989 Canadian Pat. No. 1009680 Other Patents Pending Potter Electric, Rd., 1990 GENERAL INFORMATION The Model VSR-F is a vane type waterfiow switch for use on wet sprinkler systems. It is UL Listed and FM Approved for use on steel pipe; schedules 10 through 40, sizes 2" thru 8" (50mm thru 200mm). LPC approved sizes are 2" thru 8" (50mm thru 200mm). The unit may also be used as a sectional waterfiow detector on large systems. The unit contains two single pole, double throw, snap action switches and an adjustable, instantly recycling pneumatic re- tard. The switches are actuated when a flow of 10 gallons per minute (38 LPM) or more occurs downstream of the device. The flow condition must exist for a period of time necessary to overcome the selected retard period. ENCLOSURE: The unit is enclosed in a general purpose, die- cast housing. The cover is held in place with two tamper resis- tant screws which require a special key for removal. A field in- stallable cover tamper switch is available as an option which may be used to indicate unauthorized removal of the cover. See bulletin no. 5400775 for installation instructions of this switch. UL, ULC and CSFM Listed, Wand LPCBApproved, NYMEA Accepted, CE Marked Service Pressure: Up to 450 PSI (31 BAR) Minimum Flow Rate forAlarm: 10 GPM (38 LPM) Maximum Surge: 18 FPS (5,5 m/s) Contact Ratings: Two sets of SPDT (Form C) 15.0 Amps at 125/250VAC 2.0 Amps at 30VDC Resistive Conduit Entrances: Two knockouts provided for 1/2" conduit Environmental Specifications: Suitable for indoor or outdoor use with factory installed gasket and die-cast housing. NEMA 4/IP54 Rated Enclosure - use with appropriate conduit fitting. Temperature Range: 40°F/1 20°F, 4,5°C/49°C Non-corrosive sleeve factory installed in saddle. Caution: This device is not intended for applications in explosive environments. Sizes Available: Steel Pipe schedules 10 thru 40, sizes 2" thru 8" BS 1387 pipe 50mm thru 200mm Note: For copper or plastic pipe use Model VSR-CF. Service Use: Automatic Sprinkler NFPA-1 3 One or two family dwelling NFPA-13D Residential occupancy up to four stories NFPA-1 3R National Fire Alarm Code NFPA-72 Optional: Cover Tamper Switch Kit, Stock No. 0090018 INSTALLATION: See Fig.2 These devices may be mounted on horizontal or vertical pipe. On horizontal pipe they should be installed on the top side of the pipe where they will be accessible. The units should not be in- stalled within 6" (15cm) of a fitting which changes the direction of the waterliow or within 24" (60 cm) of a valve or drain. Drain the system and drill a hole in the pipe using a circular saw in a slow speed drill. The 2" (50mm) and 2 1/2" (65mm) devices require a hole with a diameter of 1 1/4" + 1/8" - 1/16" (33mm ±2mm). All other sizes require a hole with a diameter of 2' ±1/8" (50mm ±2mm). Clean the inside pipe of all growth or other material for a dis- tance equal to the pipe diameter on either side of the hole. Roll the vane so that it may be inserted into the hole; do not bend or crease it. Insert the vane so that the arrow on the saddle points in the direction of the waterfiow. Install the saddle strap and tighten nuts alternately to an eventual 50 ft-lbs. (68 n-m) of torque (see Fig. 2). The vane must not rub the inside of the pipe or bind in any way. Specifications subject to change without notice. Potter Electric Signal Company • 2081 Craig Road, St. Louis, MO, 63146-4161 • Phone: 800-325-3936/Canada 888-882-1833 www.pottersignal.com PRINTED IN USA MKT. #8800001 -REV W PAGE 1 OF 2 MFG. #5400761 - 7/02 Page 72 FIG. 2 DO NOT LEAVE COVER OFF FOR EXTENDED PERIOD OF TIME TIGHTEN NUTS ALTERNATELY TO AN EVENTUAL 50F1.-LBS (68 n-m) OF TORQUE MOUNT ON PIPE SO ARROW ON SADDLE POINTS IN DIRECTION OF WATERFLOW ROLL PADDLE IN OPPOSITE DIRECTION OF WATERFLOW APPROX. RETARD SETTINGS (IN SECS,) o o A 10-25 8 20-401 35- C 55 0 50-70 E 80-90 OPTIONAL TAMPER SWITCH RETARD ADJUSTMENT: TO CHANGE TIME TURN KNOB (EITHER DIRECTION) FOR DESIRED TIME DELAY. USE THE MINIMUM AMOUNT OF RETARD NECESSARY TO PREVENT FALSE ALARMS. A "B SETTING IS USUALLY ADEQUATE FOR THIS. FACTORY IS SET TO "B. TO INSTALL DRILL HOLE AS INDICATE PIPE SIZE HOLE SIZE to 2 I/2 I 1/4" +1/8" -1/16" (50mm to 65mm) (33mm *2mm) to 8" 2" ±1/8" (80mm to 200mm) 50mm ±2mm) Cover Tamper (with cover in place) OF (MY) (RED) (Bix) — DWC. #761-30 (E)POTTER The Symbol of Protection VSR-F VANE TYPE WATERFLOW ALARM SWITCH WITH RETARD FIG. I SWITCH TERMINAL CONNECTIONS CLAMPING PLATE TERMINAL CAUTION: An uninsulated section of a single conductor should not be looped around the termi- nal and serve as two sepa- rate connections. The wire must be severed, thereby providing supervision of the connection in the event that the wire becomes dislodged from under the terminal. FIG.4 To remove knockouts: Place screwdriver at edge of knock- outs, not in the center. FIG. 3 TYPICAL ELECTRICAL CONNECTIONS NOTES: The Model VSR-F has two switches, one can be used to 2 SM Or ___ wt rRW operate a central station, pro- & 6i M.ANl CUM, __ 'REP.M prietary or remote signaling unit, while the other contact is I used to operate a local audible or visual annunciator. I 1I I A condition of LPC Approval of OR fz!m this product is that the electri- flC uA6w cal entry must be sealed to AN AU EDOT6IE " "" MUM Sl _ om oc 6 NNEUML exclude moisture. ne I EDO1DI. For supervised circuits see "Switch Terminal Connec- tions" drawing and caution note (Fig. 1). APPLICATION WARNING! ED ED ED EDlm .. G •761-4 Due to the possibility of unintended discharges caused by pressure surges, trapped air, or short retard times, waterfiow switches that are monitoring wet pipe sprinkler systems should not be used as the sole initiating device to discharge AFFF, deluge, or chemical suppression systems. TESTING The frequency of inspection and testing for the model VSR-F and its associated protective monitoring system should be in accordance with applicable NFPA Codes and Standards and/or the authority having jurisdiction (manufacturer recommends quarterly or more frequently). If provided, the inspector's test valve, that is usually located at the end of the most remote branch line, should always be used for test purposes. If there are no provisions for testing the operation of the flow detection device on the system, application of the VSR-F is not recommended or advisable. A minimum flow of 10 gpm (38 Lpm) is required to activate this device. IMPORTANT NOTICE: Please advise the person responsible for testing of the fire protection system that this system must be tested in accordance with the testing instructions. PRINTED IN USA MKT. #8800001 - REV W PAGE 2 OF 2 MEG. #5400761 - 7/02 Page 73 Notes: Minimum dB ratings are calculated from integrated sound pressure measurements made at Underwriters Laboratories as specified in UL Standard 464. UL temperature range is -30° to 150°F (-34° to 66°C). Typical dB ratings are calculated from measurements made with a conventional sound level meter and are indicative of output levels in an actual installation. SIZE INCHES (mm) VOLTAGE MODEL NO. STOCK NO. CURRENT TYPICAL dE AT 10 FT. (3m) (2) MINIMUM dB AT 10 FT. (3m) (1) 6(150) 12VDC PBD126 1706012 .12A 85 76 8(200) 12VDC PBD128 1708012 .12A 90 77 10 (250) 12VOC PBD1210 1710012 .12A 92 78 6(150) 24VDC PB0246 1706024 aBA 87 77 8(200) 24VDC PB0248 1708024 .06A 91 79 10(250) 24VDC PBD2410 1710024 .06A 94 80 6(150) 24VAC PBA246 1806024 .1 7A 91 78 6(200) 24VAC PBA248 1808024 .17A 94 77 10(250) 24VAC PBA2410 1810024 .17A 94 78 6(150) 120VAC PBA1206 1806120 .05A 92 83 8(200) I20VAC PBA1208 1808120 .OSA 99 84 10 (250) 120VAC PBA12010 1810120 .05A 99 66 (E)POTTER The Symbol of Protection PBA-AC & PBD-DC UL Listed Sizes Available: 6" (150mm), 8" (200mm) and 10(250mm) Voltages Available: 24VAC - -)-120VAC 12VDC (10.2 to 15.6) Polarized 24VDC (20.4 to 31.2) Polarized Service Use: Fire Alarm General Signaling BurgiarAlarm Environment: Indoor or outdoor use (See Note l) -400 to 150°F (400 to 66°C) (Outdoor use requires weatherproof backbox.) Termination: 4 No. 18 AWG stranded wires 6" BELL SHOWN Finish: Red powder coating Optional: Model BBK-1 weatherproof backbox These vibrating type bells are designed for use as fire, burglar or general signaling devices. They have low power con- sumption and high decibel ratings. The unit mounts on a standard 4" (101mm) square electrical box for indoor use or on a model BBK-1 weatherproof backbox for outdoor applications. Weatherproof backbox model BBK-1, Stock No. 1500001. ALL DC BELLS ARE POLARIZED AND HAVE BUILT-IN TRANSIENT PROTECTION: Potter Electric Signal Company •2081 Craig Road, St. Louis, MO, 63146-4161 • Phone: 800-325-3936/Canada 888-882-1833 • w.pottersignal.com PRINTED IN USA MKT. #8850001 - REV S PAGE 1 OF 2 MFG. #5400776 -5105 Page 74 (E)POTTER The Symbol of Protection BELLS PBA-AC & PBD-DC DIMENSIONS INCHES (mm) FIG. I BELLS FIG. 2 WEATHERPROOF BACKBOX BOX HAS ONE THREADED 1/2" CONDUIT ENTRANCE Lt I (2 0) (200) 6 (ISO) 2 11/16 (68) 5. (127) OwG. #776-2 FIG. 3 WIRING (REAR VIEW) D.C. BELLS (OBSERVE POLARITY) A,C, BELLS RED (IN) RED (OUT) WR1t (IN) WHITE (OUT) OR DID-OF-LiNE OR OR FROM CONTROL PANEL TO NEXT BEU. FROM CONTROL PNEI.. PRECEDING BELL RESISTOR PRECEDING BELL BLACK (DIjfl BLACK (IN) BLACK (OUT) LACK CAUTIONt WHEN ELECTRICAL SUPERVISION IS REQUIRED USE IN NAO CUT LEADS AS SHORN. NOTES: 1, OBSERVE POLARITY TO RING D.C. BELLS. 2. RED WIRES POSITIVE (+) 3, BLACK WIRES NEGATIVE (-) CAUTIONt WHEN ELECTRICAL SUPERVISION IS REQUIRED USE IN HAD OUT LEADS AS SHORN. NOTES: I. WHEN USING AC, BELLS. TERMINATE EACH EXTRA WIRE SEPARATELY AFTER LAST BELL 2. END-OF-UNE RESISTOR IS NOT REQUIRED ON A.C. BELLS. DWG. #776-3 INSTALLATION The bell shall be installed in accordance with NFPA 72 or local Ahj. The top of the device shall be no less than 90" Aff and not less than 6" below the ceiling. Removethegong. Connect wiring (see Fig. 3). Mount bell mechanism to backbox (bell mechanism must be mounted with the striker pointing down). Reinstall the gong (be sure that the gong positioning pin, in the mechanism housing, is in the hole in the gong). Test all bells for proper operation and observe that they can be heard where required (bells must be heard in all areas as designated by the authority having jurisdiction). - PRINTED IN USA MKT. #8850001 - REV S PAGE 2 OF 2 MEG. #5400776 - 5/05 Page 75 Technical Data Model: Sprinkler Head Cabinet Style: 3, 6 or 12 head Standard Finish: Red enamel Mfgr. Source: Non-domestic Capacity: 3 sprinkler heads 6 sprinkler heads 12 sprinkler heads Dimensions: 3 head -5" high x 71.4" long x 2%" deep 6 head -5' high x 14" long x 31/4" deep 12 head -5" high x 14W long x 5" deep Weight: 3 head 1.5 lbs. 6 head - 2.3 lbs. l2 head -4lbs. 3jr 6 & 12 Head Sprinkler Head Cabinet Sprinkler Head Cabinet Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Product Description Central Sprinkler Head Cabinets are constructed of a metal enclosure with a hinged cover designed to provide on-site storage of an emergency supply of sprinkler heads and a sprinkler head wrench. NFPA 13 requires a representative number of each type of sprinkler head used in a sprinkler system to be stored in a cabinet on-site to allow for immediate removal and replacement of sprinklers which may have operated or become damaged. Central Sprinkler Head Cabinets are manufactured of heavy gauge steel with knock-outs to accommodate either 1/2' or 3/4' N.P.T. threaded sprinkler heads and are painted an attractive red enamel. They are available in three (3), six (6) or twelve (12) head capacity. Page 76 No. 28-6.0 SERIES LCI INTUMESCENT SEALANT APPLICATIONS SpecSeal® LCI Sealant has a broad application base designed to seal a wide variety of common penetrations in light commercial and grouped residential construction. Penetrant types include insulated and non-insulated metallic pipes and tubes, non-metallic pipes and tubes, and common electrical service and power distribution, telephone, data, and TV cabling. This product is also used in conjunction with other SpecSeal® Products such as SpecSeal® Firestop Collars and Wrap Strips to protect larger plastic pipes. See Table A for a summary application list. "Vi- liii PHYSICAL PROPERTIES Properties Series LCI Color Red Odor Mild Latex Density 9.0 lb/gal (1.08 kg/I) pH 9.0 In Service Temperature I~ 130°F (54°C) Flame Spread 0. Smoke Developed 51 SIC Rating 62 (ASTM E90/ASTM 0919) VOC Content 0.29 bsl (MO g4) (EPA Method 24IASTM 03060) Shelf Life 2 yrs Volume Expansion (OX Free Expansion Storage Temp. ~; 130°F (54°C) Te60dME84(1.L723)a114%sztaTcerad0edestb seah30aMc) ag Technical Service 1-800-992-1180 S 'TI. www.stifirestop.com PRODUCT DESCRIPTION SpecSeal® LCI Sealant is a versatile and economical inturnescent product intended for firestopping a wide array of applications in small commercial or grouped residential construction and other structures with similar applications. SpecSeat® LCI Sealant is available in a single grade that has excellent caulk- ing properties as well as high build properties on vertical or overhead surfaces. This single grade may be caulked (standard cartridge or bulk loaded), knifed or troweled. In addition, SpecSeal® LCI Sealant does not contain PCB's or asbestos. SpecSeal® LCI Sealant is storage stable (when stored according to the manufacturers recommenda- tions), and will not separate or shrink when dried. SpecSeal® Series LCI Sealant will adhere to all com- mon construction and penetrant materials and contains no solvents that might adversely effect plastic pipes or cable jackets. Economical: High performance without the high price! Highly Intumescent: Expands up to 8 times. Excellent Smoke Seal Water Resistant: Will not re-emulsify when dry. Water-Based for easy installation, cleanup, and disposal. Acoustically Tested: Reduces noise transmission Safe ... Low VOC's, No Solvents, Non-Halogenated Paintable [JTi1I60 SpecSeal® LCI Sealant is the basis for systems that meet the exacting criteria of ASTM E814 (UL1479) and ASTM E1966 (UL2079) as well as to the time-temperature requirements of ASTM E119 (UL263). LCI provides up to a 2-hour fire rating for typical service penetrations through concrete or wood floors, concrete or masonry walls, as well as gypsum board walls (3-hour for metallic pipe, conduit and tubing). SpecSeal® LCI Sealant meets Class A finish requirements for Flame Spread and Smoke Development when tested in accordance with ASTM E84 (UL723). SpecSeal® LCI Sealant is also acoustically tested, demonstrating excellent sound attenuation properties. SYSTEM COMPATIBLE $SIP1,. FILL, VOID OR CAVITY MATERIALS FOR USE IN JOINT AND THROUGH-PENETRATION FIRESTOP , SEE UL DIRECTORY OF PRODUCTS CERTIFIED C .SYSTEMS. FOR CANADAAND UL FIRE RESISTANCE DIRECTORY. APPROVED n.m SPECIFICATIONS The firestopping sealant shall be a water-resistant, intumescent latex sealant. The sealant when exposed to high heat or flame shall exhibit a tree expansion of up to 8 times its original volume. The firestopping sealant shall contain no water soluble nor hygroscopic ingredients and shall be acoustically tested. The sealant shall be UL Classified and/or FM approved and tested to the requirements of ASTM E814 (UL1479) and shall meet Class A finish requirements when tested in accordance with ASTM E84 (UL723). SPECIFIED DIVISIONS DIV. 7 07840 Through-Penetration Firestopping DIV. 13 13900 Special Construction Fire Suppression & Supervisory Systems DIV. 15 15250 Mechanical Insulation - Fire Protection DIV. 16 16050 Basic Electrical Materials & Methods 511 Product Data Sheet • Series [Cl Intumescent Sealant • FOD-5062 06/2007 .,.. - .... - .-. .-•..-- .' . Fig 1: METALLIC PIPES- Concrete/Masonry Floors & Walls Fig 2: INSULATED METALLIC PIPES - Concrete/Masonry floors & Walls Steel Sleeve Metallic LCI Pipe Sealant Metallic LCI Pipe • Sealant LCI Sealant Mineral Wool LCI Sealant Steel Concrete Floor Steel Concrete (Both Sides) Slaeve\ , N• I __________________________________ Sleeve \ Floor .1 • Mineral Wool Mineral Wool jf"'concrete L--4 Insulated Concrete Pipe Insulated Wail Assembly Metallic Pipe UL System No. C-AJ-1353 UL System No. W-J-1098 UL System No. C-AJ-5138 F Ratng: 3 Hr- T Rating: 0 hr F Rft 2)-hr-I Rating: 1/4,34 & 1 Hr F Rating: 2 I-t' - T Rating: 314 or It Steel cr Iron Poe: <12", Copper P%,e:<4" Steel or Iron Ppe:<8",Copper Poe: <4" Steel cr Iron Poe: 6", Copper Poe: 4" Annulus: 0"to2" Annulus: 0" to 2" Fps Ceitig: Max Ztbec ass or mineral wool pipe insulation. Sealant Depth: 1/4' Sealant Depth: &8" Ajlfll/05 1/4' to 1-&S'- Sealant: 1/2" ngMaterial: 14p mined wcd(2 19"Dalr) Fcrming: Nat 4 pcI mineral WOOl (3"dth) Pipe Size Diameter of Opening (In.) 1.5 2.0 3.0 4.0 5.0 6.0 7.0 8.0 10 12 14 26 Trade Pipe Sire 0.0. 0.5" 0.840 0.3 0.6 1.6 3.0 4.8 6.9 9.5 12.4 19.5 28.1 38.3 132.6 1" 1.315 0.1 0.4 1.4 2.8 4.6 6.7 9.3 12.2 19.3 27.9 38.1 132.4 ,- MidiL2 1.5" 1.900 1.1 2.4 4.2 6.4 8.9 11.9 18.9 27.6 37.8 132.0 5in' MiIyt2.5 2.375 0.7 2.0 3.8 6.0 8.5 11.5 18.5 27.2 37.4 131.6 1' MJlyt4 2.5" 2.875 0.1 1.5 3.3 5.4 8.0 10.9 18.0 26.7 36.9 131.1 iII4 Ncçdyty5 3.500 0.7 2.5 4.7 7.2 10.2 17.2 25.9 36.1 130.3 3.5" 4.000 1.8 3.9 6.5 9.4 16.5 25.1 35.3 129.6 4.500 0.8 3.0 5.6 8.5 15.6 24.2 -- 34.4 128.7 - 6" 6.625 1.1 4.0 11.1 19.7 29.9 124.2 8" 8.625 4.9 13.6 23.8 118.0 18" 10.750 5.6 15.8 110.0 12" 12.750 6.6 100.8 24' 24.000 19.6 IMPORTANT NOTE: Na table is for estimation purposes only. Consult UL Fin Resistance Directory or Sil Product &Apptcalion Guide for specific installation requirements and 6rnilaltons Metric Estimation Table avaiabtn upon request. Fig. 3: ELECTRICAL DATA OR COMMUNICATIONS - Gypsum Walls Cable LCI LCI Sealant Bundle Sealant (Both Sides) Non-Metallic (Both Sides) Conduit [[j ]P pJ III1 Gypsum Aw Wallboard_,-'GyIiT1E Assembly Wallboard Assembly UL System No. W-L-3169 UL System No. W-L-2241 F Rating: 1,2Hr•T Rating: % and 3/4 F Ratting: 1,2Hr"l Rating: 0,'/a1,1-3/4 Up to 4-1/2-cable bundle <2- Rigid PVC or ENMI, CPVC, ABS Annulus: 0-to ½" Sealant 5/8" Annulus: 0-1'" Sealant S/B" TABLEk APPUA11ONS TESTED AND CLASSIFIED FOR FIRE RESISTANCE Metallic Pipes including steel, iron, or copper pipe and tubing. Nonmetallic Pipes, Conduits & Tubing including PVC, CPVC, ABS, and PEX. Electrical & Electronic Cabling including service entrance, power distribution, computer, telephone, and television. Metal Ductwork including HVAC, bath and dryer vents. Insulated Pipes including heating, cooling, and condensation applications. Complete Wood floor firestopping package for electrical, plumbing, HVAC, telephone, and television. 511 Product Data Sheet • Series 1(1 Intumescent Sealant • FOD-5062 06/2007 Technical Service 1-800-992-1180 Em www.stitirestop.com STI. I Fig, 4: BARE & INSULATED METALLIC PIPES -Wood Roar Assemblies I Insulated Metallic Pipe LCI Sealant LCI 1.c=.,IIJ Wood Floor Sealant Assembly UL System No. F-C-5043 F Rating: 1 & 2 Hr • T Rating: 3/4 and 1 Hr Steel, Iron or Copper: 4 Pipe covering: 1 Fiber Glass, Mineral fiber or AB/PVC • Chase wall optional. Annulus: 0t0 1 -- Sealant: 5/8' bottom, Wtop. Metallic UL System No. F-C-I 074 F Rating: 1 & 2 Hr • I Rating: ¼, Vz and 1 Hr Steel, Iron or Copper: 4• Chase wall optional. Annulus: 0t0 i'• Sealant: 5/8' bottom, Wtop INSTALLATION INSTRUCTIONS GENERAL: Areas to be protected must be clean and free of oil, loose dirt, rust or scale. Installation temperatures must be between 35°F (2°C) and 100°F (380C). Allow product to dry a minimum of 24 hours before exposure to moisture. SYSTEM SELECTION: Selection of an appropriate firestop system design is critical to the fire protection process. Space limitations preclude highly detailed information pertaining to individual application systems. Please consult the Product & Application Guide as well as the UL® Fire Resistance Directory for additional information. FORMING: Some installations may require forming as either an integral part of the system or as an option to facilitate installation. In systems where forming is required, mineral wool balls with a minimum nominal density of 4 PCF (64 kg/ml) are generally required. Cut forming material oversize to allow for tight packing. Position forming material to allow for the proper depth of lilt material. FILL MATERIAL: SpecSeal® LCI Sealant may be installed by caulking using a standard caulking gun or from bulk containers using a bulk loading caulk gun, or by manually troweling using a mason's trowel or putty knife. If the sealant tends to pull back from a surface, clean the surface with a damp rag or sponge and reapply. Work sealant into all areas exercising care to eliminate voids or seams. The surface of the sealant can be smoothed using a putty knife dipped in water. Adding water lathe sealant itself is not recommended. Sealant (when dry) may be painted using most non-solvent based paints. In gypsum wallboard penetrations, apply a minimum cove bead of 1/4" (6 mm) at the interface of the penetrant with both exterior wall surfaces. SMOKE SEALING: In some applications including firestop collars, SpecSeal® LCI Sealant is recommended as a smoke seat. It is suggested in these applications that the sealant be applied to both sides of walls. In floor applications, a sealing bead is suggested top and bottom. LIMITATIONS: SpecSeal® LCI Sealant is water- based and cures through the evaporation of water. Low temperatures as well as high humidity may retard drying. Non-porous or impermeable backing materials, plates, or coatings may retard the drying process. Do not paint or seal in any way that pre- vents contact with air until sealant has dried through completely. This product has been designed to be safe with plastics and has been used extensively and successfully with a variety of different types of plastic pipes, tubes, and plastic cable insulations. Variations in these materials however, make it impossible to guarantee compatibility. STI strongly recommends that the user consult with the manufacturer of the pipe, tubing, or cable in question regarding any known sensitivities or potential restrictions before applying this product. Ag. 5: BARE & INSULATED METALLIC PIPES- Gypsum Walls I I I LCI Sealant Metallic Ill (Both Sides) Pipe Ill .11 Insulated LCI Sealant Metallic (Both Sides) LCI Sealant (Both Sides) AC Line G Walfboard y sum Set Assembly"+H " III JIL±JJI Assembly UL System No. W-L-I 222 F Rating: 1,2 Hr.I Rating: ¼, 3/4, 1 Hr Steel or Iron pipe: 8 Copper pipe: 4 Annulus: 0t0 2 Sealant: 518 Assembly UL System Nos. W-L-5121, W-L-5122 F Rating: 1,2 Hr • I Rating: 1 Hr & 1/4 Hr Steel or Iron pipe: 6', Copper pipe: 4 Pipe covering: Max. 2- fiber glass, 3AABIPVC or 2-mineral fiber Annulus: 0-to 1-1/2. Sealant: 5/8 UL System No. W-L-8025 F Rating: 1, 2 Hr • T Rating: ¼ Hr AC Line Set: Two copper tubes, one with 1/4'AB/PVC and thermostat wire Annulus: 0t0 1• Sealant 5/8 Technical Service 1800992-1180 511 Product Data Sheet • Series 1(1 Intumestent Sealant • FOD-5062 06/2007 www.stifirestop.com MAINTENANCE No maintenance is normally required, however a periodic inspection of rated barriers is recommended to make sure that any new openings, modifications of previously installed firestops, or areas exhibiting physical damage, have been properly sealed or repaired. Subsequent sealing or repairs should be accomplished using SpecSeal® products per the original approved design. RETROFIT: When adding or removing penetrants, care should be taken to minimize damage to the seal. Reseal using SpecSeal® products per the approved design. NOTE: New penetrants of a different nature than the original design may require a totally new tirestop design or extensive modifications to the existing design. Reseal all openings as per the requirements of the modified design. TECHNICAL SERVICE Specified Technologies Inc. provides toll free technical support to assist in product selection and appropriate installation design. UL Systems, Material Safety Data Sheets and other technical information is available through the Technical Library at www.stifirestop.com. PRECAUTIONARY INFORMATION Consult Material Safety Data Sheet for additional information on the sate handling and disposal of this material. AVAILABILITY SpecSeal® Series LCl Sealant is available from authorized Sit distributors. Consult factory or website for the names and locations of the nearest sales representatives or distributors. CAT. NO. DESCRIPTION LC1300 Sealant 10.1 02 Tube 18.2 Cu In (300 ml) LC1305 Sealant 5 Gal Pail 1,155 Cu In (19.0 Liters) LC1320 Sealant 20 oz Sausage 36 Cu in. (592 ml) LC1329 Sealant 29 oz Quart Tube 52 Cu in. (858 ml) Series SSS Sealant The industry's most versatile sealant provides the firestopping solutions for a wide range of combustible and noncombustible applications. Wafer-based intumescent sealant expands up to 8X! Iiiae1 Wrap Ships Three grades of intumescent wrap strips provide an unmatched combination of flexibility, economy, and expansion lap to 30X). Systems for plastic pipes including FR Polypropylene up to 8 trade size! SSC & LcCflrestcpCollars Easy to install, economical protection for ABS and PVC pipes (both solid and foam core) as well as CPVC, PVOF, and FRPP. LCC Collars are available up to 4 and SSG Collars are avail- able up to 6 trade size. Firesfop Mortar Lightweight, versatile and economical! The best choice for large or complex installations. SSP Flrestop Putty Available both in bar form and in pads, putty provides easy retrofit for through-penetrations and economical protection for electrical boxes. Pensli® Silicones Sealants and foam for through-penetrations and construction joints. Unexcelled aging charac- teristics and flexibility. Elastomerlc Joint Seals New economical products for seating construction joints. Choose caulk or spray applied products tested to UL2079. CITY OF NEW YORK MEA 211-01.-M IMPORTANT NOTICE: All statements, technical information, and recommendations contained herein are based upon testing believed to be reliable, but the accuracy and oompleteness thereof is not guaranteed. WARRANTY Speafled Technologies Inc. manufactures its goods in a manner to be free of defects. Should any defect our in its goods (within one year), Specified Technologies Inc., upon prompt notification, will at its option, exchange or repair the goods or refund the purchase puce. LIMITATIONS AND EXCLUSIONS: THIS WARRANTY IS IN LIEU OF ALL OTHER REPRESENTATIONS EXPRESSED OR IMPLIED (INCLUDING THE IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR USE) AND UNDER NO CIRCUMSTANCES SHALL SPECIFIED TECHNOLOGIES INC. BE RESPONSIBLE FOR ANY INCIDENTAL OR CONSEQUENTIAL PROPERTY DAMAGE OR LOSSES. PRIOR TO USE, THE USER SHALL DETERMINE THE SUITABILITY OF THE PRODUCT FOR ITS INTENDED USE, AND THE USER ASSUMES ALL RISKS AND LIABILITY FOR SUBSEQUENT USE. No statement or recommendation not contained herein shall have any force or effect unless in an agreement signed by officers of seller and manufacturer. MADE IN THE USA - COPYRIGHT © 2008 SPECIFIED TECHNOLOGIES, INC. Specified Technologies Inc. 200 Evans Way Somerville, NJ 08876 I Toll Free: 800-992-1180. F: 908.526.9623 cfl oJ n rL. c In - me mne Technical Service 1-80 992-1180 .. - . 5" Fro U.1IIlIUilIC5tWII OUIUIH - rvu-,uui 00/ LUUI www.stirirestop.com S'FI Guide XHEZ (W-L-1222 - B Card) Through-Penetration Firestop Systems (Cont'd from W-L-1222 - A Card) System No. W-L-1 222 October 04, 2000 F Ratings - 1 and 2 Hr (See Item 1) T Ratings - 1/4, 3/4 and 1 Hr (See Item 2) Wall Assembly - The 1 or 2 hr fire-rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300 or U400 Series Wall or Partition Design in the UL Fire Resistance Directory and shall include the following construction features: Studs - Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in. OC. Steel studs to be mm 3-5/8 in. wide and spaced max 24 in. OC. Gypsum Board* - Thickness, type, number of layers and fasteners as specified in the individual Wall and Partition Design. Max diam of opening is 10-5/8 in. The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed. Through Penetrant - One metallic pipe, conduit or tube to be installed eccentrically or concentrically within the firestop system. The annular space between the pipe, conduit or tube and the periphery of the opening shall be min 0 in. (point contact) to max 2 in. Pipe, conduit or tube to be rigidly supported on both sides of the wall assembly. The following types and sizes of metallic pipes, conduits and tubes may be used: Steel Pipe - Nom 8 in. diam (or smaller) Schedule 5 (or heavier) steel pipe. Iron Pipe - Nom 8 in. diam (or smaller) cast or ductile iron pipe. Conduit - Nom 6 in. diam (or smaller) rigid steel conduit, nom 4 in. diam (or smaller) steel electrical metallic tubing (EMT) or nom 4 in. diam (or smaller) flexible steel conduit. Copper Pipe - Nom 4 in. diam (or smaller) Regular (or heavier) copper pipe Copper Tube - Nom 4 in. diam (or smaller) Type L (or heavier) copper tube. Type of Penetrant Max Diam T Rating Steel or iron pipe, steel conduit or EMT 2 in. 1 hr Steel or iron pipe, steel conduit or EMT 8 in. 3/4 hr Copper pipe or tube 4 in. 1/4 hr 2A. Through Penetrating Product* - Flexible Metal Piping - As an alternate to Item 2, one nom 1-1/4 in. diam (or smaller) steel flexible metal pipe to be installed either concentrically or eccentrically within the firestop system. The annular space between the pipe and the periphery of the opening shall be min 0 in. (point contact) to max 2 in. Pipe to be rigidly supported on both sides of the wall assembly. OMEGA FLEX INC TITEFLEX CORP ABUNDYCO WARD MFG INC 3. Fill, Void or Cavity Material* - Sealant - Mm 5/8 in. thickness of fill material applied within annulus, flush with both surfaces of wall assembly. At point contact location, min' 1/4 in. diam bead of fill material applied at metallic pipe/gypsum board interface on both surfaces of wall. SPECIFIED TECHNOLOGIES INC - SpecSeal LCI Sealant *Bearing the UL Classification Marking 'A Guide XHEZ October 04, 2000 Through-Penetration Firestop Systems W-L-1222 - A Card System No. W-L-1222 F Ratings - I and 2 Hr (See Item 1) T Ratings - 1/4, 3/4 and 1 Hr (See Item 2) Section A-A (Cont'd on W-L-1222 - B Card) Guide XHEZ (C-AJ-1 354 - B Card) Through-Penetration Firestop Systems (Cont'd from C-AJ-1 354 -A Card) System No. C-AJ-1353 November 30, 2001 F Rating - 3 Hr T Rating - 0 Hr Floor or Wall Assembly - Mm 2-1/2 in. thick reinforced lightweight or normal weight (100- 150 pcf) concrete floor. Floor may also be constructed of any min 6 in. thick hollow-core Precast Concrete Units*. Wall may also be constructed of any UL Classified Concrete Blocks*. Max diam of opening is 10 in. Max diam of opening in floors constructed of hollow- core is 7 in. See Concrete Blocks (CAZT) or Precast Concrete Units (CFTV) categories in the Fire Resistance Directory for names of manufacturers. Steel Sleeve - (Optional) - Nom 10 in. diam (or smaller) Schedule 10 (or heavier) steel pipe cast or grouted into floor or wall assembly. Steel sleeve may be installed flush or may project a max 2 in. beyond the floor or wall surfaces. Through Penetrant - One metallic pipe, conduit or tube to be installed eccentrically or concentrically within the firestop system. The annular space between the pipe, conduit or tube and the periphery of the opening shall be min 0 in. (point contact) to max 2 in. Pipe, conduit or tube to be rigidly supported on both sides of the floor or wall assembly. The following types and sizes of metallic pipes, conduits and tubes may be used: Steel Pipe - Nom 12 in. diam (or smaller) Schedule 5 (or heavier) steel pipe. Iron Pipe - Nom 12 in. diam (or smaller) cast or ductile iron pipe. Conduit - Nom 6 in. diam (or smaller) rigid steel conduit, nom 4 in. diam (or smaller) steel electrical metallic tubing (EMT) or nom 4 in. diam (or smaller) flexible steel conduit. Copper Pipe - Nom 4 in. diam (or smaller) Regular (or heavier) copper pipe. Copper Tube - Nom 4 in. diam (or smaller) Regular L (or heavier) copper tube. Through Penetrating Product* - Flexible Metal Piping - As an alternate to Item 3, one nom 2 in. diam (or smaller) flexible steel pipe to be installed either concentrically or eccentrically within the firestop system. The annular space between the pipe, conduit or tube and the periphery of the opening shall be min o in. (point contact) to max 2 in. Pipe to be rigidly supported on both sides of the floor or wall assembly. Omega Flex Inc Titeflex Corp A Bundy Co Ward Mfg Inc Firestop System - The firestop system shall consist of the following: Packing Material - Min 4 pcf mineral wool ball insulation compressed and tightly packed to mm 2-1/4 in. thickness. Packing material recessed from top surface of floor or both surfaces of wall as required to accommodate fill material (Item 413). In floors constructed of hollow-core precast concrete units, packing material to be recessed from both top and bottom surfaces of floor, as required to accommodate fill material (Item 413). When steel sleeve projects from top of floor or from both sides of wall, the thickness of mineral wool ball packing material should be increased by an amount equal to the distance that the sleeve extends past the floor or wall surface. Fill, Void or Cavity Material* - Sealant - Mm 1/4 in. thickness of fill material applied within annulus, flush with top surface of floor assembly or top edge of steel sleeve. In walls, mm 1/4 in. thickness of fill material applied flush with both surfaces of wall assembly or both ends of steel sleeve. In floors constructed of hollow-core precast concrete units, fill material installed symmetrically on both side of floor. At point contact location, apply mm 1/4 in. diam bead of fill material at pipe/concrete interface or pipe/steel sleeve interface on top surface of floor or both surfaces of wall or precast concrete units. Specified Technologies Inc - SpecSeal LCI Sealant 2 3A. 4. p Guide XHEZ November 30, 2001 Through-Penetration Firestop Systems C-AJ-1 353-A Card System No. C-AJ-1353 F Rating - 2 Hr T Rating - 0 Hr Ull Section A-A (Cont. on C-AJ-1 353-B Card) 11BmcJLzz2 t FIRE Sys TEMS, /NCR Michaels La Costa Town Square 3445 Via Montebello Carlsbad, CA, 92009 AUTOMATIC WET FIRE SPRINKLER SYSTEM Calculation Submittal Table of Contents Remote Area 1, Sales Area: .45/2080 Remote Area 2, Staging/Mezz .45/2080 Remote Area 3, Canopy/Vestibule: .20/1000 Remote Area 4, Sales .55/ 4 most remote heads Flow Test Data Backflow Data P.O. Box 713194 Santee, CA 92072 (619) 562-6247 fax (619) 562-6273 - - Fire Protection by Computer Design PARAMOUNT FIRE SYSTEMS, INC C-16 788204 Job Name : Michaels .45 I 2000 SALES AREA Building FP-3 Location : LA COSTA TOWN CENTER System : AREA 1 Contract Data File : Terramar Michaels sales area 1 .WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 10 PARAMOUNT FIRE SYSTEMS, INC Page 1 Michaels .45 I 2000 SALES AREA Date HYDRAULIC CALCULATIONS for Project name: MICHAEL'S (BUILDING 15) Location: LA COSTA TOWN CENTER Drawing no: FP-3 Date: 3-10-16 Design Remote area number: AREA 1 Remote area location: SALES Occupancy classification: STORGE GROUP A PLASTICS TO 15/ 25 CEILING Density: .45 - Gpm/SqFt Area of application: 2000 - SqFt Coverage per sprinkler: 196 MAX - SqFt Type of sprinklers calculated: 25.2K EC SSU No. of sprinklers calculated: 12 In-rack demand: NA - GPM Hose streams: 500 - GPM Total water required (including hose streams): 1615.2 -GPM © 100.3 - Psi Type of system: WET GRID AT ROOF Volume of dry or preaction system: NA - Gal Water supply information Date: 2-4-2014 Location: 12" ACP AT LA COSTA AVENUE Source: OLIVEHAIN MUNICIPAL WATER DISTRICT Name of contractor: PARAMOUNT FIRE SYSTEMS INC Address: 8069 WING AVENUE EL CAJON, CA Phone number: 619 562-6247 Name of designer: JAMES CHENEY Authority having jurisdiction: CARLSBAD FIRE PREVENTION BUREAU Notes: (Include peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C PARAMOUNT FIRE SYSTEMS, INC Page 2 Michaels .45 / 2000 SALES AREA Date City Water Supply: Demand: Cl - Static Pressure : 106 Dl - Elevation : 34.215 C2 - Residual Pressure: 104 D2 - System Flow :1115.16 C2,- Residual Flow : 1663 D2 - System Pressure :100.317 Hose ( Demand) : 500 D3 - System Demand :1615.16 Safety Margin : 3.788 150 140 130 C4- p120 R° E10° S - 90 . S80 U7° R6° E5° 40 30 20 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW( N A 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 r Fittings Used Summary Al Ak PARAMOUNT FIRE SYSTEMS, INC Page 3 Michaels .45 I 2000 SALES AREA Date Fitting Legend Abbrev. Name % % 1 1% 11/2 2 2% 3 3% 4 5 6 8 10 12 14 16 18 20 24 E NFPA 1390 Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 13 45 Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 13 90 Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Length Units Flow Units Pressure Units Inches Feet US Gallons per Minute Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *• The fittings marked with a * show equivalent lengths values supplied by. manufacturers based on specific pipe diameters and CFactors and they require no adjustment: All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure I Flow Summary - STANDARD PARAMOUNT FIRE SYSTEMS, INC Michaels .45 I 2000 SALES AREA Page 4 Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 1 24.0 25.2 12.27 na 88.29 0.45 196 12.25 2 24.0 25.2 12.65 na 89.63 0.45 196 12.25 5 24.0 23.4 na 6 23.33 25.49 na 7 23.33 25.67 na 8 23.33 . 25.88 na 9 23.33 26.12 na 10 23.33 26.43 na 11 23.33 26.78 na 12 23.33 27.19 na BOR 2.0 42.44 na LI 0.0 44.01 na UG1 0.0 53.32 na 500.0 UG3 0.0 53.78 na UG2 -33.5 74.41 na TEST -55.0 100.32 na 17 24.0 25.2 12.25 na 88.2 0.45 196 12.25 18 24.0 25.2 12.41 na 88.77 0.45 196 12.25 22 24.0 19.94 na 23 23.33 21.32 na 24 23.33 21.97 na 25 23.33 22.4 na 26 23.33 22.7 na 27 23.33 22.89 na 28 23.33 23.0 na 29 23.33 23.03 na 30 24.0 23.13 na 31 24.0 26.51 na 32 23.33 21.01 na 33 23.33 20.92 na 34 24.0 19.56 na 35 24.0 25.2 14.15 na 94.79 0.45 196 12.25 36 24.0 25.2 14.02 na 94.35 0.45 196 12.25 37 24.0 25.2 14.07 na 94.54 0.45 196 12.25 38 24.0 25.2 14.58 na 96.21 0.45 196 12.25 39 24.0 22.84 na 40 23.33 25.38 na 41 23.33 25.4 na 42 24.0 19.63 na 43 24.0 25.2 14.19 na 94.92 0.45 196 12.25 44 24.0 25.2 14.06 na 94.48 0.45 196 12.25 45 24.0 25.2 14.11 na 94.66 0.45 196 12.25 46 24.0 25.2 14.61 na 96.33 0.45 196 12.25 47 24.0 22.87 na 48 24.0 21.97 na 49 24.0 25.09 na 50 24.0 22.38 na 51 24.0 25.31 na 52 24.0 22.68 na 54 24.0 25.56 na 55 24.0 22.84 na 58 24.0 25.9 na 59 24.0 23.06 na 60 24.0 26.13 na The maximum velocity is 12.7 and it occurs in the pipe between nodes 38 and 39 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 .- Finaj Calculations - Hazen-Williams PARAMOUNT FIRE SYSTEMS, INC Page 5 Michaels .45 / 2000 SALES AREA Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 1 112.02 2.703 0.0 12.000 12.275 K Factor = 25.20 to 120.0 0.0 0.0 0.0 2 112.02 0.0314 0.0 12.000 0.377 Vel = 6.26 2 89.64 2.703 '4E 37.301 59.500 12.652 K Factor = 25.20 to 120.0 T 18.651 55.952 0.0 5 201.66 0.0931 0.0 115.452 10.752 VeI= 11.28 5 0.0 2.703 T 18.651 0.670 23.404 to 120.0 0.0 18.651 0.290 6 201.66 0.0931 0.0 19.321 1.799 VeI= 11.28 6 454.28 6.357 0.0 14.000 25.493 to 120.0 0.0 0.0 0.0 7 655.94 0.0129 0.0 14.000 0.180 Vel = 6.63 7 75.16 6.357 0.0 13.000 25.673 to 120.0 0.0 0.0 0.0 8 731.1 0.0156 0.0 13.000 0.203 VeI= 7.39 8 72.58 6.357 0.0 13.000 25.876 to 120.0 0.0 0.0 0.0 9 803.68 0.0187 0.0 13.000 0.243 Vel = 8.12 9 72.00 6.357 0.0 14.000 26.119 to 120.0 0.0 0.0 0.0 10 875.68 0.0219 0.0 14.000 0.307 Vel = 8.85 10 67.75 6.357 0.0 14.000 26.426 to 120.0 0.0 0.0 0.0 11 943.43 0.0251 0.0 14.000 0.351 Vel= 9.54 11 83.63 6.357 0.0 14.000 26.777 to 120.0 0.0 0.0 0.0 12 1027.06 0.0294 0.0 14.000 0.412 Vel = 10.38 12 88.10 6.357 5E 88.014 87.650 27.189 to 120.0 0.0 88.014 9.238 BOR 1115.16 0.0342 0.0 175.664 6.013 Vel= 11.27 BOR 0.0 6.16 E 20.084 3.500 42.440 to 140.0 0.0 20.084 0.866 LI 1115.16 0.0300 0.0 23.584 0.707 Vel= 12.01 LI 0.0 6.09 4E 86.332 146.670 44.013 to 150.0 G 4.625 186.538 0.0 UG1 1115.16 0.0279 S 49.333 333.208 9.302 VeI= 12.28 1 46.249 UG1 -294.14 7.98 2T 105.71 1311.000 53.315 Qa=500 to 150.0 4G 24.162 238.603 14.509 UG2 821.02 0.0042 4E 108.73 1549.603 6.582 Vel = 5.27 0.0 821.02 74.406 KFactor= 95.18 UG1 794.14 7.98 F 13.591 102.000 53.315 to 150.0 0.0 13.592 0.0 UG3 794.14 0.0040 0.0 115.592 0.462 Vel = 5.09 UG3 0.0 7.98 4F 54.365 1395.000 53.777 to 150.0 T 52.855 137.423 14.509 .UG2. 794;14..0.Q040. 5G 30.203.1532.423 6.120 ., . Vel= 5.09 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams PARAMOUNT FIRE SYSTEMS, INC Page 6 Michaels .45 /2000 SALES AREA Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn UG2 821.02 9.79 2E 59.378 340.000 74.406 to 150.0 G 6.747 133.599 23.312 * * Fixed Loss = 14 TEST 1615.16 0.0055 T 67.474 473.599 2.599 Vel = 6.88 0.0 1615.16 100.317 K Factor = 161.26 1 -23.73 2.703 0.0 14.000 12.275 to 120.0 0.0 0.0 0.0 17 -23.73 -0.0018 0.0 14.000 -0.025 Vel = 1.33 17 88.20 2.703 0.0 14.000 12.250 K Factor = 25.20 to 120.0 0.0 0.0 0.0 18 64.47 0.0113 0.0 14.000 0.158 Vel = 3.60 18 88.77 2.703 8E 74.603 41.200 12.408 K Factor = 25.20 to 120.0 T 18.651 93.254 0.0 22 153.24 0.0560 0.0 134.454 7.535 Vel = 8.57 22 0.0 2.703 T 18.651 0.670 19.943 to 120.0 0.0 18.651 0.290 23 153.24 0.0561 0.0 19.321 1.083 VeI= 8.57 23 305.98 4.26 0.0 14.000 21.316 to 120.0 0.0 0.0 0.0 24 459.22 0.0466 0.0 14.000 0.652 Vel = 10.34 24 -75.16 4.26 0.0 13.000 21.968 to 120.0 0.0 0.0 0.0 25 384.06 0.0335 0.0 13.000 0.435 Vel = 8.65 25 -72.59 4.26 0.0 13.000 22.403 to 120.0 0.0 0.0 0.0 26 311.47 0.0227 0.0 13.000 0.295 Vel = 7.01 26 -71.99 4.26 0.0 14.000 22.698 to 120.0 0.0 0.0 0.0 27 239.48 0.0139 0.0 14.000 0.195 Vel = 5.39 27 -67.75 4.26 0.0 14.000 22.893 to 120.0 0.0 0.0 0.0 28 171.73 0.0076 0.0 14.000 0.106 Vel = 3.87 28 -83.64 4.26 0.0 14.000 22.999 to 120.0 0.0 0.0 0.0 29 88.09 0.0022 0.0 14.000 0.031 Vel = 1.98 29 0.0 2.703 T 18.651 0.670 23.030 to 120.0 0.0 18.651 -0.290 30 88.09 0.0201 0.0 19.321 0.388 Vel = 4.93 30 0.0 2.703 2T 37.301 130.740 23.128 to 120.0 0.0 37.301 0.0 31 88.09 0.0201 0.0 168.041 3.382 Vel = 4.93 31 0.0 2.703 T 18.651 0.670 26.510 to 120.0 0.0 18.651 0.290 12 88.09 0.0201 0.0 19.321 0.389 Vel = 4.93 0.0 88.09 27.189 KFactor= 16.89 23 -305.98 4.26 0.0 14.000 21.316 to 120.0 0.0 0.0 0.0 32 -305.98 -0.0220 0.0 14.000 -0.308 Vel = 6.89 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams PARAMOUNT FIRE SYSTEMS, INC Page 7 Michaels .45 /2000 SALES AREA Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftng's Pe Pv ******* Notes Point Qt P1/Ft Eqv. Ln. Total Pf Pn 32 153.28 4.26 0.0 14.000 21.008 to 120.0 0.0 0.0 0.0 33 -152.7 -0.0061 0.0 14.000 -0.085 Vet = 3.44 33 0.0 2.703 T 18.651 0.670 20.923 to 120.0 0.0 18.651 -0.290 34 -152.7 -0.0557 0.0 19.321 -1.076 Vet = 8.54 34 0.0 2.703 T 18.651 41.200 19.557 to 120.0 4E 37.301 55.952 0.0 35 -152.7 -0.0557 0.0 97.152 -5.409 Vet = 8.54 35 94.79 2.703 0.0 14.000 14.148 K Factor = 25.20 to 120.0 0.0 0.0 0.0 36 -57.91 -0.0092 0.0 14.000 -0.129 Vet = 3.24 36 94.35 2.703 0.0 14.000 14.019 K Factor = 25.20 to 120.0 0.0 0.0 0.0 37 36.44 0.0039 0.0 14.000 0.055 Vet = 2.04 37 94.54 2.703 0.0 12.000 14.074 K Factor = 25.20 to 120.0 0.0 0.0 0.0 38 130.98 0.0419 0.0 12.000 0.503 Vet = 7.32 38 96.21 2.703 1 18.651 52.540 14.577 K Factor = 25.20 to 120.0 0.0 18.651 0.0 39 227.19 0.1161 0.0 71.191 8.266 Vet= 12.70 39 0.0 2.703 T 18.651 0.670 22.843 to 120.0 0.0 18.651 0.290 40 227.19 0.1161 0.0 19.321 2.244 Vet= 12.70 40 0.0 6.357 0.0 14.000 25.377 to 120.0 0.0 0.0 0.0 41 227.19 0.0018 0.0 14.000 0.025 Vet = 2.30 41 227.09 6.357 0.0 14.000 25.402 to 120.0 0.0 0.0 0.0 6 454.28 0.0065 0.0 14.000 0.091 Vet = 4.59 0.0 454.28 25.493 K Factor = 89.97 32 -153.29 2.703 T 18.651 0.670 21.008 to 120.0 0.0 18.651 -0.290 42 -153.29 -0.0561 0.0 19.321 -1.084 Vel = 8.57 42 0.0 2.703 T 18.651 41.200 19.634 to 120.0 4E 37.301 55.952 0.0 43 -153.29 -0.0561 0.0 97.152 -5.447 Vel = 8.57 43 94.92 2.703 0.0 14.000 14.187 K Factor = 25.20 to 120.0 0.0 0.0 0.0 44 -58.37 -0.0094 0.0 14.000 -0.132 Vet = 3.26 44 94.48 2.703 0.0 14.000 14.055 K Factor = 25.20 to 120.0 0.0 0.0 0.0 45 36.11 0.0039 0.0 14.000 0.054 Vel = 2.02 45 94.65 2.703 0.0 12.000 14.109 K Factor = 25.20 to 120.0 0.0 0.0 0.0 46 130.76 0.0418 0.0 12.000 0.502 Vel = 7.31 46 - '9633 2.703 T 18.651 52.540 14.611 K Factor = 25.20 to 120.0 0.0 18.651 0.0 47 227.09 0.1160 0.0 71.191 8.259 Vet = 12.70 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams PARAMOUNT FIRE SYSTEMS, INC Page 8 Michaels .45 I 2000 SALES AREA Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt PfIFt Eqv. Ln. Total Pf Pn 47 0.0 2.703 T 18.651 0.670 22.870 to 120.0 0.0 18.651 0.290 41 227.09 0.1160 0.0 19.321 2.242 VeI= 12.70 0.0 227.09 25.402 K Factor = 45.06 24 75.16 2.703 T 18.651 0.670 21.968 to 120.0 0.0 18.651 -0.290 48 75.16 0.0150 0.0 19.321 0.289 Vel = 4.20 48 0.0 2.703 2T 37.301 133.740 21.967 to 120.0 4E 37.301 74.602 0.0 49 75.16 0.0150 0.0 208.342 3.126 Vel = 4.20 49 0.0 2.703 T 18.651 0.670 25.093 to 120.0 0.0 18.651 0.290 7 75.16 0.0150 0.0 19.321 0.290 Vel = 4.20 0.0 75.16 25.673 K Factor = 14.83 25 72.59 2.703 T 18.651 0.670 22.403 to 120.0 0.0 18.651 -0.290 50 72.59 0.0140 0.0 19.321 0.271 Vel = 4.06 50 0.0 2.703 2T 37.301 133.740 22.384 to 120.0 4E 37.301 74.602 0.0 51 72.59 0.0141 0.0 208.342 2.930 Vel = 4.06 51 0.0 2.703 T 18.651 0.670 25.314 to 120.0 0.0 18.651 0.290 8 72.59 0.0141 0.0 19.321 0.272 Vel = 4.06 0.0 72.59 25.876 K Factor = 14.27 26 71.99 2.703 T 18.651 0.670 22.698 to 120.0 0.0 18.651 -0.290 52 71.99 0.0138 0.0 19.321 0.267 Vel = 4.03 52 0.0 2.703 2T 37.301 133.740 22.675 to 120.0 4E 37.301 74.602 0.0 54 71.99 0.0139 0.0 208.342 2.886 Vel = 4.03 54 0.0 2.703 1 18.651 0.670 25.561 to 120.0 0.0 18.651 0.290 9 71.99 0.0139 0.0 19.321 0.268 Vel = 4.03 0.0 71.99 26.119 KFactor= 14.09 27 67.76 2.703 1 18.651 0.670 22.893 to 120.0 0.0 18.651 -0.290 55 67.76 0.0124 0.0 19.321 0.239 Vel = 3.79 55 0.0 2.703 2T 37.301 134.710 22.842 to 120.0 8E 74.603 111.904 0.0 58 67.76 0.0124 0.0 246.614 3.054 Vel = 3.79 58 0.0 2.703 T 18.651 0.670 25.896 to 120.0 0.0 18.651 0.290 10 67.76 0.0124 0.0 19.321 0.240 Vel = 3.79 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams PARAMOUNT FIRE SYSTEMS, INC Page 9 Michaels .45 I 2000 SALES AREA Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 67.76 26.426 KFactor= 13.18 28 83.63 2.703 T 18.651 0.670 22.999 to 120.0 0.0 18.651 -0.290 59 83.63 0.0183 0.0 19.321 0.353 Vel = 4.68 59 0.0 2.703 2T 37.301 130.740 23.062 to 120.0 0.0 37.301 0.0 60 83.63 0.0183 0.0 168.041 3.072 Vel = 4.68 60 0.0 2.703 T 18.651 0.670 26.134 to 120.0 0.0 18.651 0.290 11 83.63 0.0183 0.0 19.321 0.353 Vel = 4.68 0.0 83.63 26.777 K Factor= 16.16 - -•.-.._-.*-- .- . Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 - .-. EA, - - Fire Protection by Computer Design PARAMOUNT FIRE SYSTEMS, INC C-16 788204 Job Name : Michaels STAGING / MEZZANINE Building FP-3 Location : LA COSTA TOWN CENTER System AREA 2 Contract Data File : Terramar Michaels STAGING MEZZANINE rev.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 PARAMOUNT FIRE SYSTEMS, INC Page Michaels STAGING I MEZZANINE Date HYDRAULIC CALCULATIONS for Project name: MICHAEL'S (BUILDING 15) Location: LA COSTA TOWN CENTER Drawing no: FP-3 Date: 3-10-16 Design Remote area number: AREA 2 Remote area location: STAGING / MEZZANINE Occupancy classification: STORGE GROUP A PLASTICS TO 15'/ 25' CEILING Density: .45 - Gpm/SqFt Area of application: 2000 - SqFt Coverage per sprinkler: 65 - 80 SQ F - SqFt Type of sprinklers calculated: 11.2 K No. of sprinklers calculated: 32 In-rack demand: NA - GPM Hose streams: 500 - GPM Total water required (including hose streams): 1680.9 -GPM @ 89.9 - Psi Type of system: WET GRID AT ROOF Volume of dry orpreaction system: NA - Gal Water supply information Date: 2-4-2014 Location: 12" ACP AT LA COSTA AVENUE Source: OLIVEHAIN MUNICIPAL WATER DISTRICT Name of contractor: PARAMOUNT FIRE SYSTEMS INC Address: 8069 WING AVENUE EL CAJON, CA Phone number: 619 562-6247 Name of designer: JAMES CHENEY Authority having jurisdiction: CARLSBAD FIRE PREVENTION BUREAU Notes: (Include peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ••_ Water Supply Curve C 4. PARAMOUNT FIRE SYSTEMS, INC Michaels STAGING I MEZZANINE Page 2 Date City Water Supply: ci:- Static Pressure : 106 C2 - Residual Pressure: 104 C2 - Residual Flow : 1663 Demand: Dl - Elevation : 32.916 D2 - System Flow :1180.93 D2 - System Pressure : 89.943 Hose ( Demand) :500 D3 - System Demand :1680.93 Safety Margin : 14.017 150 140 130 P 120 R 110 E 100 90 S 80 U 70 R 60 E 50 40 30 20 10 D2 200 400 600 800 1000 1200 1400 1600 1800 FLOW (NA 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary PARAMOUNT FIRE SYSTEMS, INC Page 3 Michaels STAGING / MEZZANINE Date Fitting Legend Abbrev. Narhé % % 1 11/4 11/2 2 21/2 3 3% 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90 Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFIA1345'Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 G NfPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 S NEPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 I NFPA139OFlowthruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting. Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *• The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD It PARAMOUNT FIRE SYSTEMS, INC Page 4 Michaels STAGING I MEZZANINE Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. Mi 21.0 11.2 12.05 na 38.87 0.45 65 7.0 M2 21.0 11.2 12.08 na 38.92 0.45 80 10.33 M3 21.0 11.2 12.2 na 39.13 0.45 80 10.33 Ri 21.0 12.55 na 39 21.0 13.23 na 40 23.33 12.67 na 41 23.33 12.67 na R3 23.33 12.68 na 6 23.33 12.73 na 7 23.33 12.84 na R6 23.33 12.91 na 8 23.33 12.99 na 9 23.33 13.18 na 10 23.33 13.45 na RIO 23.33 13.64 na 11 23.33 13.83 na 12 23.33 14.32 na BOR 2.0 30.24 na LI 0.0 31.89 na UG1 0.0 42.24 na 500.0 UG3 0.0 42.73 na UG2 -33.5 63.83 na TEST -55.0 89.94 na 34 24.0 12.25 na 33 20.33 13.87 na 32 20.33 13.88 na 23 20.33 13.89 na 24 20.33 13.9 na 25 20.33 13.92 na 26 20.33 13.95 na 27 20.33 13.99 na 28 20.33 14.02 na 29 24.0 12.44 na 30 24.0 12.59 na 31 24.0 13.88 na M4 21.0 11.2 9.25 na 34.07 0.45 65 7.0 M5 21.0 11.2 9.31 na 34.18 0.45 65 7.0 M8 21.0 11.2 7.55 na 30.77 0.45 65 7.0 M6 21.0 10.0 na M7 21.0 11.2 10.78 na 36.77 0.45 80 10.33 R2 21.0 12.2 na 47 21.0 13.1 na 42 24.0 12.25 na M9 21.0 11.2 10.61 na 36.48 0.45 65 7.0 M10 21.0 11.2 10.68 na 36.6 0.45 80 10.33 Mil 21.0 11.2 10.99 na 37.13 0.45 80 10.33 M12 21.0 11.2 10.28 na 35.91 0.45 65 7.0 M13 21.0 11.2 10.35 na 36.03 0.45 80 10.33 M14 21.0 11.2 10.65 na 36.55 0.45 80 10.33 R4 21.0 12.72 na 5 21.0 13.31 na 22 24.0 12.28 na M15 21.0 11.2 10.37 na 36.06 0.45 65 7.0 M16 21.0 11.2 10.43 na 36.18 0.45 80 10.33 M17 21.0 11.2 10.74 na 36.7 0.45 80 10.33 R5 21.0 12.82 na 49 21.0 13.42 na M18 21.0 11.2 10.61 na 36.48 0.45 65 7.0 M19 21.0 11.2 10.68 na 36.6 0.45 80 10.33 M20 21.0 11.2 10.99 na 37.13 0.45 80 10.33 48 24.0 12.3 na Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - Standard PARAMOUNT FIRE SYSTEMS, INC Page 5 Michaels STAGING I MEZZANINE Date Node No. Elevation K-Fact Pt Actual Pn Flow Actual Density Area Press Req. M21 21.0 11.2 10.26 na 35.88 0.45 65 7.0 M22 21.0 11.2 10.33 na 36.0 0.45 80 10.33 M23 21.0 11.2 10.63 na 36.52 0.45 80 10.33 R7 21.0 12.94 na 51 21.0 13.53 na 50 24.0 12.33 na M24 21.0 11.2 11.77 na 38.42 0.45 65 7.0 M25 21.0 11.2 11.8 na 38.47 0.45 80 10.33 M26 21.0 11.2 11.92 na 38.67 0.45 80 10.33 R8 21.0 12.95 na 54 21.0 13.62 na 52 24.0 12.36 na M27 21.0 11.2 10.64 na 36.54 0.45 65 7.0 M28 21.0 11.2 10.71 na 36.66 0.45 80 10.33 M29 21.0 11.2 11.02 na 37.18 0.45 80 10.33 R9 21.0 13.16 na 58 21.0 13.77 na 55 24.0 12.41 na M30 21.0 11.2 11.37 na 37.77 0.45 65 7.0 M31 21.0 11.2 11.45 na 37.89 0.45 80 10.33 M32 21.0 11.2 11.77 na 38.43 0.45 80 10.33 M33 21.0 11.2 14.03 na 41.95 0.45 80 10.33 R11 21.0 14.41 na 60 21.0 14.51 na 59 24.0 12.51 na The maximum velocity is 13.01 and it occurs in the pipe between nodes LI and UG1 .. . .. .., ..- .._. .., ., . Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams PARAMOUNT FIRE SYSTEMS, INC Page 6 Michaels STAGING I MEZZANINE Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Mi 38.87 2.703 0.0 6.500 12.047 K Factor = 11.20 to 120.0 0.0 0.0 0.0 M2 38.87 0.0045 0.0 6.500 0.029 Vel = 2.17 M2 38.92 2.703 0.0 8.000 12.076 K Factor = 11.20 to 120.0 0.0 0.0 0.0 M3 77.79 0.0160 0.0 8.000 0.128 Vel = 4.35 M3 39.13 2.703 0.0 10.083 12.204 K Factor = 11.20 to 120.0 0.0 0.0 0.0 Ri 116.92 0.0339 0.0 10.083 0.342 Vel = 6.54 Ri 0.0 2.703 T 18.651 1.460 12.546 to 120.0 0.0 18.651 0.0 39 116.92 0.0340 0.0 20.111 0.684 Vel = 6.54 39 -22.07 2.703 T 18.651 0.670 13.230 to 120.0 0.0 18.651 -1.009 40 94.85 0.0230 0.0 19.321 0.445 Vel = 5.30 40 0.0 6.357 0.0 14.000 12.666 to 120.0 0.0 0.0 0.0 41 94.85 0.0004 0.0 14.000 0.005 Vel = 0.96 41 109.55 6.357 0.0 6.000 12.671 to 120.0 0.0 0.0 0.0 R3 204.4 0.0015 0.0 6.000 0.009 Vel = 2.07 R3 220.41 6.357 0.0 8.000 12.680 to 120.0 0.0 0.0 0.0 6 424.81 0.0058 0.0 8.000 0.046 Vel = 4.29 6 92.03 6.357 0.0 14.000 12.726 to 120.0 0.0 0.0 0.0 7 516.84 0.0083 0.0 14.000 0.116 Vel= 5.22 7 93.09 6.357 0.0 6.000 12.842 to 120.0 0.0 0.0 0.0 R6 609.93 0.0112 0.0 6.000 0.067 Vel = 6.17 R6 0.0 6.357 0.0 7.000 12.909 to 120.0 0.0 0.0 0.0 8 609.93 0.0111 0.0 7.000 0.078 Vel= 6.17 8 97.05 6.357 0.0 13.000 12.987 to 120.0 0.0 0.0 0.0 9 706.98 0.0148 0.0 13.000 0.192 Vel = 7.15 9 108.29 6.357 0.0 14.000 13.179 to 120.0 0.0 0.0 0.0 10 815.27 0.0191 0.0 14.000 0.268 Vel = 8.24 10 119.61 6.357 0.0 8.000 13.447 to 120.0 0.0 0.0 0.0 RiO 934.88 0.0248 0.0 8.000 0.198 Vel = 9.45 RiO 114.09 6.357 0.0 6.000 13.645 to 120.0 0.0 0.0 0.0 ii 1048.97 0.0305 0.0 6.000 0.183 Vel = 10.60 ii 79.65 6.357 0.0 14.000 13.828 to 120.0 0.0 0.0 0.0 12 1.128.62.. . 0.0350 0.0 . 14.000 • 0.490 • . Vel = 11.41 Computer Programs by Hydratec Inc. Route iii Windham N.H. USA 03087 Final Calculations - Hazen-Williams PARAMOUNT FIRE SYSTEMS, INC Page 7 Michaels STAGING I MEZZANINE Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 12 52.31 6.357 5E 88.014 87.650 14.318 to 120.0 0.0 88.014 9.238 BOR 1180.93 0.0381 0.0 175.664 6.686 Vel = 11.94 BOR 0.0 6.16 E 20.084 3.500 30.242 to 140.0 0.0 20.084 0.866 LI 1180.93 0.0333 0.0 23.584 0.786 Vel = 12.71 LI 0.0 6.09 4E 86.332 146.670 31.894 to 150.0 G 4.625 186.538 0.0 UG1 1180.93 0.0310 S 49.333 333.208 10.343 Vel = 13.01 T 46.249 UG1 -326.48 7.98 4E 108.73 1311.000 42.237 Qa=500 to 150.0 4G 24.162 238.603 14.509 UG2 854.45 0.0046 2T 105.71 1549.603 7.086 Vel = 5.48 0.0 854.45 63.832 KFactor = 106.95 UG1 826.48 7.98 F 13.591 102.000 42.237 to 150.0 0.0 13.592 0.0 UG3 826.48 0.0043 0.0 115.592 0.497 VeI= 5.30 UG3 0.0 7.98 4F 54.365 1395.000 42.734 to 150.0 T 52.855 137.423 14.509 UG2 826.48 0.0043 5G 30.203 1532.423 6.589 Vel = 5.30 UG2 854.45 9.79 2E 59.378 340.000 63.832 to 150.0 G 6.747 133.599 23.312 * * Fixed Loss = 14 TEST 1680.93 0.0059 T 67.474 473.599 2.799 Vel = 7.16 0.0 1680.93 89.943 K Factor = 177.24 39 22.07 2.703 4E 37.301 133.700 13.230 to 120.0 2T 37.301 74.602 -1.299 34 22.07 0.0016 0.0 208.302 0.323 Vel = 1.23 34 0.0 2.703 T 18.651 0.670 12.254 to 120.0 0.0 18.651 1.589 33 22.07 0.0016 0.0 19.321 0.031 Vel = 1.23 33 0.0 4.31 0.0 14.000 13.874 to 120.0 0.0 0.0 0.0 32 22.07 0.0001 0.0 14.000 0.002 Vel = 0.49 32 26.24 4.31 0.0 14.000 13.876 to 120.0 0.0 0.0 0.0 23 48.31 0.0007 0.0 14.000 0.010 VeI= 1.06 23 16.46 4.31 0.0 14.000 13.886 to 120.0 0.0 0.0 0.0 24 64.77 0.0011 0.0 14.000 0.016 Vel= 1.42 24 15.85 4.31 0.0 13.000 13.902 to 120.0 0.0 0.0 0.0 25 80.62 0.0018 0.0 13.000 0.023 Vel = 1.77 25 11.35 4.31 0.0 13.000 13.925 to 120.0 0.0 0.0 0.0 26 91.97 0.0022 0.0 13.000 0.029 VeI= 2.02 1426 . . 7:28..43i. . 0.0- -14.000: 13.954 to 120.0 0.0 0.0 0.0 27 99.25 0.0026 0.0 14.000 0.036 Vel = 2.18 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams PARAMOUNT FIRE SYSTEMS, INC Page 8 Michaels STAGING I MEZZANINE Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 27 -9.24 4.31 0.0 14.000 13.990 to 120.0 0.0 0.0 0.0 28 90.01 0.0022 0.0 14.000 0.031 VeI= 1.98 28 -37.70 4.31 0.0 14.000 14.021 to 120.0 0.0 0.0 -1.589 29 52.31 0.0007 0.0 14.000 0.010 Vel = 1.15 29 0.0 2.703 T 18.651 0.670 12.442 to 120.0 0.0 18.651 0.0 30 52.31 0.0077 0.0 19.321 0.148 Vel = 2.92 30 0.0 2.703 2T 37.301 130.740 12.590 to 120.0 0.0 37.301 0.0 31 52.31 0.0077 0.0 168.041 1.290 Vel = 2.92 31 0.0 2.703 T 18.651 0.670 13.880 to 120.0 0.0 18.651 0.290 12 52.31 0.0077 0.0 19.321 0.148 Vel = 2.92 0.0 52.31 14.318 KFactor 13.82 M4 34.07 2.203 0.0 6.500 9.252 K Factor = 11.20 to 120.0 0.0 0.0 0.0 M5 34.07 0.0094 0.0 6.500 0.061 Vel = 2.87 M5 34.18 2.203 T 13.639 6.450 9.313 KFactor= 11.20 to 120.0 0.0 13.639 0.0 M6 68.25 0.0339 0.0 20.089 0.682 Vel = 5.74 0.0 68.25 9.995 KFactor= 21.59 M8 30.77 1.08 T 5.762 4.000 7.549 K Factor = 11.20 to 120.0 0.0 5.762 0.0 M6 30.77 0.2506 0.0 9.762 2.446 Vel = 10.78 M6 68.25 2.203 E 6.819 4.750 9.995 to 120.0 0.0 6.819 0.0 M7 99.02 0.0677 0.0 11.569 0.783 Vel = 8.33 M7 36.77 2.203 0.0 11.700 10.778 K Factor = 11.20 to 120.0 0.0 0.0 0.0 R2 135.79 0.1213 0.0 11.700 1.419 Vel= 11.43 R2 0.0 2.703 1 18.651 1.460 12.197 to 120.0 0.0 18.651 0.0 47 135.79 0.0448 0.0 20.111 0.901 Vel = 7.59 47 -26.24 2.703 T 18.651 0.670 13.098 to 120.0 0.0 18.651 -1.009 41 109.55 0.0301 0.0 19.321 0.582 Vel = 6.13 0.0 109.55 12.671 K Factor = 30.78 47 26.24 2.703 4E 37.301 133.740 13.098 to 120.0 2T 37.301 74.602 -1.299 42 26.24 0.0021 0.0 208.342 0.446 Vel = 1.47 42 0.0 2.703 T 18.651 0.670 12.245 to - 120.0 0.0 18.651 1.589 32 'r 26.24 - 0.0022 0.0 19.321 . 0042' Vel= 1.47 ' Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams PARAMOUNT FIRE SYSTEMS, INC Page 9 Michaels STAGING I MEZZANINE Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C or Ftngs Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 26.24 13.876 K Factor = 7.04 M9 36.48 2.203 0.0 6.500 10.610 KFactor= 11.20 to 120.0 0.0 0.0 0.0 M10 36.48 0.0106 0.0 6.500 0.069 Vel = 3.07 M10 36.60 2.203 0.0 8.000 10.679 K Factor = 11.20 to 120.0 0.0 0.0 0.0 Mill 73.08 0.0386 0.0 8.000 0.309 Vel = 6.15 Mill 37.13 2.203 E 6.819 12.300 10.988 K Factor = 11.20 to 120.0 T 13.639 20.458 -1.009 R3 110.21 0.0825 0.0 32.758 2.701 VeI= 9.28 0.0 110.21 12.680 KFactor= 30.95 M12 35.91 2.203 0.0 6.500 10.282 KFactor= 11.20 to 120.0 0.0 0.0 0.0 M13 35.91 0.0103 0.0 6.500 0.067 Vel = 3.02 M13 36.03 2.203 0.0 8.000 10.349 KFactor= 11.20 to 120.0 0.0 0.0 0.0 M14 71.94 0.0375 0.0 8.000 0.300 Vel = 6.06 M14 36.55 2.203 2E 13.639 12.200 10.649 KFactor= 11.20 to 120.0 0.0 13.639 0.0 R4 108.49 0.0801 0.0 25.839 2.070 Vel = 9.13 R4 0.0 2.703 T 18.651 1.460 12.719 to 120.0 0.0 18.651 0.0 5 108.49 0.0296 0.0 20.111 0.595 Vel = 6.07 5 -16.46 2.703 T 18.651 0.670 13.314 to 120.0 0.0 18.651 -1.009 6 92.03 0.0218 0.0 19.321 0.421 Vel = 5.15 0.0 92.03 12.726 KFactor= 25.80 5 16.46 2.703 12E 111.904 143.210 13.314 to 120.0 2T 37.301 149.205 -1.299 22 16.46 0.0009 0.0 292.415 0.264 Vel = 0.92 22 0.0 2.703 T 18.651 0.670 12.279 to 120.0 0.0 18.651 1.589 23 16.46 0.0009 0.0 19.321 0.018 Vel = 0.92 0.0 16.46 13.886 KFactor 4.42 M15 36.06 2.203 0.0 6.500 10.366 KFactor= 11.20 to 120.0 0.0 0.0 0.0 M16 36.06 0.0103 0.0 6.500 0.067 Vel = 3.04 M16 36.18 2.203 0.0 8.000 10.433 K Factor = 11.20 to 120.0 0.0 0.0 0.0 M17 72.24 0.0378 0.0 8.000 0.302 Vel = 6.08 M17 36.69 2.203 2E 13.639 12.200 10.735 K Factor = 11.20 to 120.0 0.0 13.639 0.0 R5 108.93. 0.0807 0.0 25.839 2.086 Vel = 9.17 R5 0.62.7O3 T 18.651 1.460 i2.82i :. to 120.0 0.0 18.651 0.0 49 108.93 0.0298 0.0 20.111 0.599 VeI= 6.09 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams PARAMOUNT FIRE SYSTEMS, INC Page 10 Michaels STAGING I MEZZANINE Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftngs Pe Pv Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 49 -15.84 2.703 T 18.651 0.670 13.420 to 120.0 0.0 18.651 -1.009 7 93.09 0.0223 0.0 19.321 0.431 Vel = 5.20 0.0 93.09 12.842 KFactor= 25.98 M18 36.48 2.203 0.0 6.500 10.610 K Factor = 11.20 to 120.0 0.0 0.0 0.0 M19 36.48 0.0106 0.0 6.500 0.069 Vel = 3.07 M19 36.60 2.203 0.0 8.000 10.679 K Factor = 11.20 to 120.0 0.0 0.0 0.0 M20 73.08 0.0386 0.0 8.000 0.309 Vel = 6.15 M20 37.13 2.203 E 6.819 12.300 10.988 KFactor= 11.20 to 120.0 1 13.639 20.458 -1.009 R3 110.21 0.0825 0.0 32.758 2.701 Vel = 9.28 0.0 110.21 12.680 KFactor= 30.95 49 15.84 2.703 21 37.301 133.740 13.420 to 120.0 4E 37.301 74.602 -1.299 48 15.84 0.0008 0.0 208.342 0.175 Vel = 0.89 48 0.0 2.703 T 18.651 0.670 12.296 to 120.0 0.0 18.651 1.589 24 15.84 0.0009 0.0 19.321 0.017 Vel = 0.89 0.0 15.84 13.902 K Factor= 4.25 M21 35.88 2.203 0.0 6.500 10.264 K Factor = 11.20 to 120.0 0.0 0.0 0.0 M22 35.88 0.0105 0.0 6.500 0.068 Vel = 3.02 M22 36.00 2.203 0.0 8.000 10.332 K Factor = 11.20 to 120.0 0.0 0.0 0.0 M23 71.88 0.0374 0.0 8.000 0.299 Vel = 6.05 M23 36.52 2.203 2E 13.639 15.200 10.631 KFactor= 11.20 to 120.0 0.0 13.639 0.0 R7 108.4 0.0800 0.0 28.839 2.306 Vel = 9.12 R7 0.0 2.703 1 18.651 1.460 12.937 to 120.0 0.0 18.651 0.0 51 108.4 0.0295 0.0 20.111 0.594 Vel= 6.06 51 -11.35 2.703 T 18.651 0.670 13.531 to 120.0 0.0 18.651 -1.009 8 97.05 0.0241 0.0 19.321 0.465 Vel = 5.43 0.0 97.05 12.987 KFactor= 26.93 51 11.35 2.703 2T 37.301 133.740 13.531 to 120.0 4E 37.301 74.602 -1.299 50 11.35 0.0005 0.0 208.342 0.095 Vel = 0.63 50 0.0 2.703 T 18.651 0.670 12.327 to 120.0 0.0 18.651 1.589 25 11.35 0.0005 0.0 19.321 0.009 Vel = 0.63 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fina1 Calculations - Hazen-Williams PARAMOUNT FIRE SYSTEMS, INC Page 11 Michaels STAGING / MEZZANINE Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 11.35 13.925 KFactor= 3.04 M24 38.43 2.703 0.0 6.500 11.770 KFactor= 11.20 to 120.0 0.0 0.0 0.0 M25 38.43 0.0045 0.0 6.500 0.029 Vel = 2.15 M25 38.47 2.703 0.0 8.000 11.799 KFactor= 11.20 to 120.0 0.0 0.0 0.0 M26 76.9 0.0156 0.0 8.000 0.125 Vel = 4.30 M26 38.67 2.703 2E 18.651 12.200 11.924 KFactor= 11.20 to 120.0 0.0 18.651 0.0 R8 115.57 0.0333 0.0 30.851 1.026 VeI= 6.46 R8 0.0 2.703 T 18.651 1.460 12.950 to 120.0 0.0 18.651 0.0 54 115.57 0.0332 0.0 20.111 0.668 VeI= 6.46 54 -7.29 2.703 T 18.651 0.670 13.618 to 120.0 0.0 18.651 -1.009 9 108.28 0.0295 0.0 19.321 0.570 Vel = 6.05 0.0 108.28 13.179 KFactor= 29.83 54 7.29 2.703 2T 37.301 133.740 13.618 to 120.0 4E 37.301 74.602 -1.299 52 7.29 0.0002 0.0 208.342 0.042 Vel = 0.41 52 0.0 2.703 T 18.651 0.670 12.361 to 120.0 0.0 18.651 1.589 26 7.29 0.0002 0.0 19.321 0.004 Vel = 0.41 0.0 7.29 13.954 KFactor= 1.95 M27 36.54 2.203 0.0 6.500 10.642 KFactor= 11.20 to 120.0 . 0.0 0.0 0.0 M28 36.54 0.0108 0.0 6.500 0.070 Vel = 3.08 M28 36.65 2.203 0.0 8.000 10.712 KFactor= 11.20 to 120.0 0.0 0.0 0.0 M29 73.19 0.0386 0.0 8.000 0.309 Vel = 6.16 M29 37.18 2.203 2E 13.639 12.200 11.021 K Factor = 11.20 to 120.0 0.0 13.639 0.0 R9 110.37 0.0827 0.0 25.839 2.137 Vel= 9.29 R9 0.0 2.703 T 18.651 1.460 13.158 to 120.0 0.0 18.651 0.0 58 110.37 0.0305 0.0 20.111 0.614 Vel = 6.17 58 9.24 2.703 T 18.651 0.670 13.772 to 120.0 0.0 18.651 -1.009 10 119.61 0.0354 0.0 19.321 0.684 VeI= 6.69 0.0 119.61 13.447 KFactor= 32.62 58 -9.24 2.703 8E 74.603 136.750 13.772 to 120.0 0.0 74.603 -1.299 55 -9.24 -0.0003 0.0 211.353 -0.066 Vel = 0.52 55 0.0. 2.703 T 18.651 0.670 12.407 - - 4 27 -9.24 -0.0003 0.0 19.321 -0.006 Vel = 0.52 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams PARAMOUNT FIRE SYSTEMS, INC Page 12 Michaels STAGING I MEZZANINE Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt PfIFt Eqv. Ln. Total Pf Pn 0.0 -9.24 13.990 KFactor= -2.47 M30 37.77 2.203 0.0 6.500 11.371 K Factor = 11.20 to 120.0 0.0 0.0 0.0 M31 37.77 0.0114 0.0 6.500 0.074 Vel= 3.18 M31 37.89 2.203 0.0 8.000 11.445 K Factor = 11.20 to 120.0 0.0 0.0 0.0 M32 75.66 0.0411 0.0 8.000 0.329 Vel = 6.37 M32 38.43 2.203 E 6.819 12.300 11.774 K Factor = 11.20 to 120.0 T 13.639 20.458 -1.009 RiO 114.09 0.0879 0.0 32.758 2.880 Vet = 9.60 0.0 114.09 13.645 KFactor= 30.89 M33 41.95 2.203 2E 13.639 14.200 14.028 K Factor = 11.20 to 120.0 0.0 13.639 0.0 R11 41.95 0.0138 0.0 27.839 0.384 Vet = 3.53 R11 0.0 2.703 T 18.651 1.460 14.412 to 120.0 0.0 18.651 0.0 60 41.95 0.0051 0.0 20.111 0.103 Vel= 2.35 60 37.70 2.703 T 18.651 0.670 14.515 to 120.0 0.0 18.651 -1.009 11 79.65 0.0167 0.0 19.321 0.322 Vel= 4.45 0.0 79.65 13.828 KFactor= 21.42 60 -37.70 2.703 2T 37.301 130.740 14.515 to 120.0 0.0 37.301 -1.299 59 -37.7 -0.0042 0.0 168.041 -0.704 Vet = 2.11 59 0.0 2.703 T 18.651 0.670 12.512 to 120.0 0.0 18.651 1.589 28 -37.7 -0.0041 0.0 19.321 -0.080 Vet= 2.11 0.0 -37.70 14.021 K Factor = -10. 07 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 - - Fire Protection by Computer Design PARAMOUNT FIRE SYSTEMS, INC C-16 788204 Job Name : Michaels CANOPY AND VESTIBULE Building : FP-4 Location LA COSTA TOWN CENTER System AREA 3 Contract Data File : Terramar Michaels CANOPY.WXF -: :A • . . - , Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 j. . PARAMOUNT FIRE SYSTEMS, INC Page 1 Michaels CANOPY AND VESTIBULE Date HYDRAULIC CALCULATIONS for Project name: MICHAEL'S (BUILDING 15) Location: LA COSTA TOWN CENTER Drawing no: FP-4 Date: 3-10-16 Design Remote area number: AREA 3 Remote area location: EXTERIOR CANOPY AND VESTIBULE Occupancy classification: ORDINARY 2 Density: .20 - Gpm/SqFt Area of application: 1000- SqFt Coverage per sprinkler: 120 MAX - SqFt Type of sprinklers calculated: 5.6K Q.R. PENDENTS No. of sprinklers calculated: 12 In-rack demand: NA - GPM Hose streams: 250 - GPM Total water required (including hose streams): 558.2 -GPM Type of system: WET GRID AT ROOF Volume of dry or preaction system: NA - Gal Water supply information Date: 2-4-2014 Location: 12" ACP AT LA COSTA AVENUE Source: OLIVEHAIN MUNICIPAL WATER DISTRICT Name of contractor. PARAMOUNT FIRE SYSTEMS INC Address: 8069 WING AVENUE EL CAJON, CA Phone number: 619 562-6247 Name of designer: JAMES CHENEY Authority having jurisdiction: CARLSBAD FIRE PREVENTION BUREAU Notes: (Include peaking information or gridded systems here.) @ 75.3-Psi .. . Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water SupIy Curve C PARAMOUNT FIRE SYSTEMS, INC Page 2 Michaels CANOPY AND VESTIBULE Date 7 City Wer Supply: Demand: C1 Static Pressure : 106 Dl - Elevation : 35.081 C2 Residual Pressure: 104 D2 - System Flow : 308.226 C2j Residual Flow : 1663 D2 - System Pressure : 75.304 Hose ( Demand) : 250 D3 - System Demand : 558.226 Safety Margin : 30.430 150 140 130 p120 R° E10° 590 , 80 —D2 i70 •± D3 R6° E5° DI 40 30 20 - ....I.I ......... 10 I.... .. I.... .... I.... 200 400 600 800 1000 1200 1400 1600 1800 FLOW (NA 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary PARAMOUNT FIRE SYSTEMS, INC Page 3 Michaels CANOPY AND VESTIBULE Date Fitting Legend Abbrev. Nime 1/2 % 1 11/4 11/2 2 2% 3 31/2 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 13 45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 139O' Flow thruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with * The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pres,sure I Flow Summary - STANDARD PARAMOUNT FIRE SYSTEMS, INC Page 4 Michaels CANOPY AND VESTIBULE Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Rea. DP04 12.0 5.6 18.4 na 24.02 0.2 120 18.4 EQ04 24.0 16.31 na DP02 12.0 5.6 18.4 na 24.02 0.2 120 18.4 EQ02 26.0 16.26 na DP03 10.0 5.6 18.4 na 24.02 0.2 120 18.4 EQ03 24.0 16.26 na DP01 12.0 5.6 18.4 na 24.02 0.2 120 18.4 EQ01 26.0 15.72 na 110 26.0 K= K@ EQ02 16.26 na 24.02 111 24.0 K = K @ EQ03 17.55 na 24.95 112 24.0 17.64 na 113 24.0 K = K @ EQ04 18.87 na 25.84 114 24.0 K = K @ EQ04 19.57 na 26.31 115 24.0 20.95 na 116 23.33 23.08 na 32 23.33 23.09 na 33 23.33 23.09 na 34 24.0 22.87 na 39 24.0 23.56 na 40 23.33 23.92 na 41 23.33 23.92 na 6 23.33 23.92 na 7 23.33 23.93 na 8 23.33 23.93 na 9 23.33 23.95 na 10 23.33 23.97 na 11 23.33 24.0 na 12 23.33 24.03 na BOR 2.0 33.83 na LI 0.0 3476 na UG1 0.0 35.62 na 250.0 UG3 0.0 35.68 na UG2 -33.5 51.05 na TEST -55.0 75.3 na 117 24.0 K= K@ EQ01 17.08 na 25.04 118 24.0 K=K@EQO3 17.62 na 25.01 119 24.0 K = K @ EQ03 17.64 na 25.02 120 24.0 K = K @ EQ03 17.76 na 25.1 121 26.0 K = K © EQ02 17.54 na 24.95 122 26.0 18.46 na 123 24.0 21.64 na 52 24.0 22.57 na 54 24.0 23.56 na 124 26.0 K = K @ EQ01 18.35 na 25.96 125 24.0 K=K@EQO4 22.15 na 28.0 126 24.0 K = K @ EQ04 22.21 na 28.03 127 24.0 22.46 na 128 23.33 23.09 na 24 23.33 23.1 na 25 23.33 23.12 na 26 23.33 23.12 na 27 23.33 23.16 na 28 23.33 23.18 na 29 23.33 23.19 na 30 24.0 22.98 na 31 24.0 23.66 na 23 23.33 23.08 na 22 24.0 22.85 na 5 24.0 23.58 na 42 24.0 22.86 na 47 24.0 23.56 na Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - Standard PARAMOUNT FIRE SYSTEMS, INC Page 5 Michaels CANOPY AND VESTIBULE Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 48 24.0 22.88 na 49 24.0 23.57 na 50 24.0 22.89 na 51 24.0 23.58 na 55 24.0 22.93 na 58 24.0 23.62 na 59 24.0 22.97 na 60 24.0 23.63 na The maximum velocity is 11.78 and it occurs in the pipe between nodes 114 and 115 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams PARAMOUNT FIRE SYSTEMS, INC Page 6 Michaels CANOPY AND VESTIBULE Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn DP04 24.02 1.049 T 5.0 12.000 18.400 K Factor =5.60 to 120.0 0.0 5.000 -5.197 EQ04 24.02 0.1826 0.0 17.000 3.105 Vel = 8.92 0.0 24.02 16.308 K Factor = 5.95 DP02 24.02 1.049 E 2.0 14.500 18.400 K Factor = 5.60 to 120.0 T 5.0 7.000 -6.063 EQ02 24.02 0.1826 0.0 21.500 3.926 Vel = 8.92 0.0 24.02 16.263 K Factor = 5.96 DP03 24.02 1.049 E 2.0 14.500 18.400 K Factor =5.60 to 120.0 T 5.0 7.000 -6.063 EQ03 24.02 0.1826 0.0 21.500 3.926 Vel = 8.92 0.0 24.02 16.263 K Factor = 5.96 DP01 24.02 1.049 2E 4.0 14.500 18.400 K Factor= 5.60 to 120.0 0.0 4.000 -6.063 EQ01 24.02 0.1826 0.0 18.500 3.378 Vel = 8.92 0.0 24.02 15.715 KFactor= 6.06 110 49.07 2.203 2E 13.639 9.260 16.263 K Factor © node EQ02 to 120.0 0.0 13.639 0.866 111 49.07 0.0185 0.0 22.899 0.423 VeI= 4.13 111 24.95 2.203 0.0 2.250 17.552 K Factor @ node EQ03 to 120.0 0.0 0.0 0.0 112 74.02 0.0396 0.0 2.250 0.089 Vel = 6.23 112 13.80 2.203 T 13.639 8.990 17.641 to 120.0 0.0 13.639 0.0 113 87.82 0.0542 0.0 22.629 1.226 Vel = 7.39 113 25.84 2.203 0.0 8.000 18.867 K Factor @ node EQ04 to 120.0 0.0 0.0 0.0 114 113.66 0.0872 0.0 8.000 0.698 VeI= 9.57 114 26.31 2.203 E 6.819 3.970 19.565 K Factor @ node EQ04 to 120.0 0.0 6.819 0.0 115 139.97 0.1284 0.0 10.789 1.385 VeI= 11.78 115 0.0 2.203 T 13.639 0.670 20.950 to 120.0 0.0 13.639 0.290 116 139.97 0.1283 0.0 14.309 1.836 Vel = 11.78 116 -73.15 4.26 0.0 9.290 23.076 to 120.0 0.0 0.0 0.0 32 66.82 0.0014 0.0 9.290 0.013 VeI= 1.50 32 -33.47 4.26 0.0 14.000 23.089 to 120.0 0.0 0.0 0.0 33 33.35 0.0004 0.0 14.000 0.005 Vel = 0.75 33 0.0 2.703 T 18.651 0.670 23.094 to 120.0 0.0 18.651 -0.290 34 33.35 0.0033 0.0 19.321 0.064 Vel = 1.86 0 0 i'O3 4E 37 301 133.746 , -22.868 to 120.0 21 37.301 74.602 0.0 39 33.35 0.0033 0.0 208.342 0.695 Vel = 1.86 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams PARAMOUNT FIRE SYSTEMS, INC Page 7 Michaels CANOPY AND VESTIBULE Date Hyd. Qa Dia. Filling Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 39 0.0 2.703 T 18.651 0.670 23.563 to 120.0 0.0 18.651 0.290 40 33.35 0.0034 0.0 19.321 0.065 Vel= 1.86 40 0.0 6.357 0.0 14.000 23.918 to 120.0 0.0 0.0 0.0 41 33.35 0.0 0.0 14.000 0.0 Vel = 0.34 41 33.47 6.357 0.0 14.000 23.918 to 120.0 0.0 0.0 0.0 6 66.82 0.0002 0.0 14.000 0.003 Vel = 0.68 6 30.50 6.357 0.0 14.000 23.921 to 120.0 0.0 0.0 0.0 7 97.32 0.0004 0.0 14.000 0.005 Vel = 0.98 7 33.30 6.357 0.0 13.000 23.926 to 120.0 0.0 0.0 0.0 8 130.62 0.0007 0.0 13.000 0.009 Vel = 1.32 8 33.14 6.357 0.0 13.000 23.935 to 120.0 0.0 0.0 0.0 9 163.76 0.0010 0.0 13.000 0.013 Vel = 1.66 9 40.52 6.357 0.0 14.000 23.948 to 120.0 0.0 0.0 0.0 10 204.28 0.0014 0.0 14.000 0.020 Vel = 2.06 10 30.45 6.357 0.0 14.000 23.968 to 120.0 0.0 0.0 0.0 11 234.73 0.0019 0.0 14.000 0.027 Vel = 2.37 11 36.40 6.357 0.0 14.000 23.995 to 120.0 0.0 0.0 0.0 12 271.13 0.0025 0.0 14.000 0.035 Vel = 2.74 12 37.10 6.357 SE 88.014 87.660 24.030 to 120.0 0.0 88.014 9.238 BOR 308.23 0.0032 0.0 175.674 0.557 Vel = 3.12 BOR 0.0 6.16 E 20.084 3.500 33.825 to 140.0 0.0 20.084 0.866 LI 308.23 0.0028 0.0 23.584 0.066 Vel = 3.32 LI 0.0 6.09 4E 86.332 146.670 34.757 to 150.0 G 4.625 186.538 0.0 UG1 308.23 0.0026 S 49.333 333.208 0.862 Vel = 3.39 T 46.249 UG1 -24.47 7.98 2T 105.71 1311.000 35.619 Qa=250 to 150.0 4G 24.162 238.603 14.509 UG2 283.76 0.0006 4E 108.73 1549.603 0.922 Vel = 1.82 0.0 283.76 51.050 KFactor= 39.71 UG1 274.47 7.98 F 13.591 102.000 35.619 to 150.0 0.0 13.592 0.0 UG3 274.47 0.0006 0.0 115.592 0.064 VeI= 1.76 UG3 0.0 7.98 4F 54.365 1395.000 35.683 to 150.0 T 52.855 137.423 14.509 UG2. V4.47 0.0006 5G 30.203 1532 423 . -0.858: Vel = 0'.76 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams PARAMOUNT FIRE SYSTEMS, INC Page 8 Michaels CANOPY AND VESTIBULE Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn UG2 283.76 7.98 2E 54.365 340.000 51.050 to 150.0 G 6.041 113.260 23.312 **Fixed Loss =14 TEST 558.23 0.0021 T 52.855 453.260 0.942 Vel = 3.58 0.0 558.23 75.304 K Factor = 64.33 117 25.04 2.203 0.0 8.990 17.082 K Factor@ node EQ01 to 120.0 0.0 0.0 -0.866 110 25.04 0.0052 0.0 8.990 0.047 VeI= 2.11 0.0 25.04 16.263 K Factor = 6.21 112 -13.80 2.203 0.0 9.410 17.641 to 120.0 0.0 0.0 0.0 118 -13.8 -0.0018 0.0 9.410 -0.017 Vel = 1.16 118 25.01 2.203 0.0 12.340 17.624 K Factor @ node EQ03 to 120.0 0.0 0.0 0.0 119 11.21 0.0012 0.0 12.340 0.015 Vel = 0.94 119 25.01 2.203 0.0 11.660 17.639 K Factor © node EQ03 to 120.0 0.0 0.0 0.0 120 36.22 0.0105 0.0 11.660 0.123 Vel = 3.05 120 25.11 2.203 2E 13.639 9.420 17.762 K Factor @ node EQ03 to 120.0 0.0 13.639 -0.866 121 61.33 0.0278 0.0 23.059 0.642 Vel = 5.16 121 24.94 2.203 1 13.639 3.870 17.538 K Factor @ node EQ02 to 120.0 0.0 13.639 0.0 122 86.27 0.0524 0.0 17.509 0.918 Vel = 7.26 122 25.96 2.157 2E 12.307 12.250 18.456 to 120.0 0.0 12.307 0.866 123 112.23 0.0946 0.0 24.557 2.322 Vel = 9.85 123 0.0 2.703 T 18.651 10.710 21.644 to 120.0 0.0 18.651 0.0 52 112.23 0.0315 0.0 29.361 0.924 Vel = 6.27 52 -71.71 2.703 2T 37.301 133.740 22.568 to 120.0 4E 37.301 74.602 0.0 54 40.52 0.0048 0.0 208.342 0.997 Vel = 2.27 54 0.0 2.703 T 18.651 0.670 23.565 to 120.0 0.0 18.651 0.290 9 40.52 0.0048 0.0 19.321 0.093 Vel = 2.27 0.0 40.52 23.948 K Factor = 8.28 124 25.96 2.203 T 13.639 4.960 18.351 K Factor @ node EQ01 to 120.0 0.0 13.639 0.0 122 25.96 0.0056 0.0 18.599 0.105 Vel = 2.19 0.0 25.96 18.456 K Factor = 6.04 125 28.00 2.203 0.0 8.000 22.153 K Factor@ node EQ04 to 120.0 0.0 0.0 0.0 126 28.0 0.0065 0.0 8.000 0.052 Vel = 2.36 1126 E 819 3:70 222O5 K Factor @ nod&EQO4 to 120.0 0.0 6.819 0.0 127 56.03 0.0236 0.0 10.789 0.255 Vel = 4.72 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams PARAMOUNT FIRE SYSTEMS, INC Michaels CANOPY AND VESTIBULE Page 9 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 127 0.0 2.203 T 13.639 0.670 22.460 to 120.0 0.0 13.639 0.290 128 56.03 0.0236 0.0 14.309 0.337 Vel = 4.72 128 42.65 4.31 0.0 6.710 23.087 to 120.0 0.0 0.0 0.0 24 98.68 0.0025 0.0 6.710 0.017 Vel = 2.17 24 -33.30 4.31 0.0 13.000 23.104 to 120.0 0.0 0.0 0.0 25 65.38 0.0012 0.0 13.000 0.016 Vel = 1.44 25 -33.14 4.31 0.0 13.000 23.120 to 120.0 0.0 0.0 0.0 26 32.24 0.0003 0.0 13.000 0.004 Vel = 0.71 26 71.71 4.31 0.0 14.000 23.124 to 120.0 0.0 0.0 0.0 27 103.95 0.0029 0.0 14.000 0.040 Vel = 2.29 27 -30.46 4.31 0.0 14.000 23.164 to 120.0 0.0 0.0 0.0 28 73.49 0.0014 0.0 14.000 0.020 VeI= 1.62 28 -36.39 4.31 0.0 14.000 23.184 to 120.0 0.0 0.0 0.0 29 37.1 0.0004 0.0 14.000 0.006 Vel = 0.82 29 0.0 2.703 T 18.651 0.670 23.190 to 120.0 0.0 18.651 -0.290 30 37.1 0.0041 0.0 19.321 0.079 Vel = 2.07 30 0.0 2.703 2T 37.301 130.740 22.979 to 120.0 0.0 37.301 0.0 31 37.1 0.0041 0.0 168.041 0.682 Vel = 2.07 31 0.0 2.703 T 18.651 0.670 23.661 to 120.0 0.0 18.651 0.290 12 37.1 0.0041 0.0 19.321 0.079 Vel = 2.07 0.0 37.10 24.030 KFactor= 7.57 52 71.71 2.703 1 18.651 0.670 22.568 to 120.0 0.0 18.651 0.290 26 71.71 0.0138 0.0 19.321 0.266 VeI= 4.01 0.0 71.71 23.124 KFactor= 14.91 116 73.15 4.31 0.0 4.710 23.076 to 120.0 0.0 0.0 0.0 23 73.15 0.0015 0.0 4.710 0.007 VeI= 1.61 23 -30.50 4.31 0.0 7.290 23.083 to 120.0 0.0 0.0 0.0 128 42.65 0.0005 0.0 7.290 0.004 Vel = 0.94 0.0 42.65 23.087 K Factor= 8.88 23 30.50 2.703 1 18.651 0.670 23.083 to 120.0 0.0 18.651 -0.290 22 30.5 c0!0028 - 0.0 .- 19.321 0.055 - . 'Vel 1.71 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams PARAMOUNT FIRE SYSTEMS, INC Page 10 Michaels CANOPY AND VESTIBULE Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 22 0.0 2.703 8E 74.603 145.700 22.848 to 120.0 2T 37.301 111.904 0.0 5 30.5 0.0028 0.0 257.604 0.728 Vel = 1.71 5 0.0 2.703 1 18.651 0.670 23.576 to 120.0 0.0 18.651 0.290 6 30.5 0.0028 0.0 19.321 0.055 Vel = 1.71 0.0 30.50 23.921 K Factor = 6.24 32 33.47 2.703 1 18.651 0.670 23.089 to 120.0 0.0 18.651 -0.290 42 33.47 0.0033 0.0 19.321 0.064 VeI= 1.87 42 0.0 2.703 4E 37.301 133.750 22.863 to 120.0 2T 37.301 74.602 0.0 47 33.47 0.0034 0.0 208.352 0.700 Vel = 1.87 47 0.0 2.703 1 18.651 0.670 23.563 to 120.0 0.0 18.651 0.290 41 33.47 0.0034 0.0 19.321 0.065 Vel = 1.87 0.0 33.47 23.918 K Factor = 6.84 24 33.30 2.703 T 18.651 0.670 23.104 to 120.0 0.0 18.651 -0.290 48 33.3 0.0034 0.0 19.321 0.065 Vel= 1.86 48 0.0 2.703 2T 37.301 133.740 22.879 to 120.0 4E 37.301 74.602 0.0 49 33.3 0.0033 0.0 208.342 0.693 Vel = 1.86 49 0.0 2.703 T 18.651 0.670 23.572 to 120.0 0.0 18.651 0.290 7 33.3 0.0033 0.0 19.321 0.064 Vel = 1.86 0.0 33.30 23.926 K Factor = 6.81 25 33.14 2.703 T 18.651 0.670 23.120 to 120.0 0.0 18.651 -0.290 50 33.14 0.0033 0.0 19.321 0.064 Vel = 1.85 50 0.0 2.703 2T 37.301 133.740 22.894 to 120.0 4E 37.301 74.602 0.0 51 33.14 0.0033 0.0 208.342 0.687 Vel = 1.85 51 0.0 2.703 T 18.651 0.670 23.581 to 120.0 0.0 18.651 0.290 8 33.14 0.0033 0.0 19.321 0.064 Vel = 1.85 0.0 33.14 23.935 K Factor = 6.77 27 30.45 2.703 T 18.651 0.670 23.164 to 120.0 0.0 18.651 -0.290 55 30.45 0.0028 0.0 19.321 0.054 Vel = 1.70 55 0.0 2.703 8E 74.603 134.750 22.928 to 120.0 2T 37.301 111.904 0.0 58 30.45 .0.0028 0.0 246.654 0.696 Vel = 1.70 ; 0.670 / . * to 120.0 0.0 18.651 0.290 10 30.45 0.0028 0.0 19.321 0.054 Vel = 1.70 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams PARAMOUNT FIRE SYSTEMS, INC Page 11 Michaels CANOPY AND VESTIBULE Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 30.45 23.968 K Factor = 6.22 28 36.40 2.703 T 18.651 0.670 23.184 to 120.0 0.0 18.651 -0.290 59 36.4 0.0039 0.0 19.321 0.076 Vel = 2.04 59 0.0 2.703 2T 37.301 130.740 22.970 to 120.0 0.0 37.301 0.0 60 36.4 0.0039 0.0 168.041 0.659 Vet = 2.04 60 0.0 2.703 T 18.651 0.670 23.629 to 120.0 0.0 18.651 0.290 11 36.4 0.0039 0.0 19.321 0.076 Vet = 2.04 0.0 36.40 23.995 K Factor = 7.43 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 - - - Fire Protection by Computer Design PARAMOUNT FIRE SYSTEMS, INC C-16 788204 Job Name Michaels .55 over 4 remote heads Building : FP-3 Location LA COSTA TOWN CENTER System : AREA 4 Contract Data File : Terramar Michaels sales area 2.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 PARAMOUNT FIRE SYSTEMS, INC Page 1 Michaels .55 over 4 remote heads Date HYDRAULIC CALCULATIONS for Project name: MICHAEL'S (BUILDING 15) Location: LA COSTA TOWN CENTER Drawing no: FP-3 Date: 3-10-16 Design Remote area number: AREA 4 Remote area location: SALES AREA Occupancy classification: STORGE GROUP A PLASTICS TO 15'! 25' CEILING Density: 55 GPM - Gpm/SqFt Area of application: 4 HEADS - SqFt Coverage per sprinkler: 196 MAX - SqFt Type of sprinklers calculated: 25.2K EC SSU No. of sprinklers calculated: 4 In-rack demand: NA - GPM Hose streams: 500 - GPM Total water required (including hose streams): 933.4 -GPM @ 88.8 -Psi Type of system: WET GRID AT ROOF Volume of dry or preaction system: NA - Gal Water supply information Date: 2-4-2014 Location: 12" ACP AT LA COSTA AVENUE Source: OLIVEHAIN MUNICIPAL WATER DISTRICT Name of contractor. PARAMOUNT FIRE SYSTEMS INC Address: 8069 WING AVENUE EL CAJON, CA Phone number: 619 562-6247 Name of designer: JAMES CHENEY Authority having jurisdiction: CARLSBAD FIRE PREVENTION BUREAU Notes: (Include peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C ; PARAMOUNT FIRE SYSTEMS, INC Page 2 Michaels :55 over 4 remote heads Date City Wèr Supply: Demand: Ci - Static Pressure : 106 Dl - Elevation : 34.215 C2 Residual Pressure: 104 D2 - System Flow : 433.447 C?- Residual Flow : 1663 D2 - System Pressure : 88.883 Hose ( Demand) :500 D3 - System Demand : 933.447 Safety Margin : 16.430 150 140 ;- ij 130 p120 -C4- R° : E10° D2 ________ s 90 80 Uj U70 R6° E5° 7/-- 40 ni 30 20 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW(N" 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary PARAMOUNT FIRE SYSTEMS, INC Page 3 Michaels .55 over 4 remote heads Date Fitting Legend. Abbrev. Name /2 % 1 1% 1% 2 2% 3 31/2 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 13 45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 139O'FlowthruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *• The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure I Flow Summary - STANDARD PARAMOUNT FIRE SYSTEMS, INC Page 4 Michaels .55 over 4 remote heads Date Node No. Elevation K-Fact Pt Actual Pn Flow Actual Density Area Press Req. 1 24.0 25.2 18.3 na 107.81 0.55 196 18.3 2 24.0 25.2 18.71 na 109.01 0.55 196 18.3 5 24.0 32.01 na 6 23.33 34.52 na 7 23.33 34.56 na 8 23.33 34.6 na 9 23.33 34.65 na 10 23.33 34.7 na 11 23.33 34.77 na 12 23.33 34.84 na BOR 2.0 45.12 na LI 0.0 46.11 na UG1 0.0 47.73 na 500.0 UG3 0.0 47.9 na UG2 -33.5 64.63 na TEST -55.0 88.88 na 17 24.0 25.2 18.3 na 107.8 0.45 196 18.3 18 24.0 25.2 18.65 na 108.82 0.45 196 18.3 22 24.0 31.82 na 23 23.33 34.0 na 24 23.33 34.09 na 25 23.33 34.15 na 26 23.33 34.19 na 27 23.33 34.22 na 28 23.33 3423 na 29 23.33 34.24 na 30 24.0 34.01 na 31 24.0 34.49 na 32 23.33 34.01 na 33 23.33 34.02 na 34 24.0 33.77 na 35 24.0 33.97 na 36 24.0 33.99 na 37 24.0 34.02 na 38 24.0 34.05 na 39 24.0 34.19 na 40 23.33 34.52 na 41 23.33 34.52 na 42 24.0 33.76 na 43 24.0 33.96 na 44 24.0 33.99 na 45 24.0 34.02 na 46 24.0 34.05 na 47 24.0 34.19 na 48 24.0 33.84 na 49 24.0 34.23 na 50 24.0 33.9 na 51 24.0 34.28 na 52 24.0 33.94 na 54 24.0 34.32 na 55 24.0 33.96 na 58 24.0 34.38 na 59 24.0 33.99 na 60 24.0 34.43 na The maximum velocity is 12.65 and it occurs in the pipe between nodes 2 and 5 . - . ...-. . Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams PARAMOUNT FIRE SYSTEMS, INC Page 5 Michaels .55 over 4 remote heads Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 1 117.17 2.703 0.0 12.000 18.304 K Factor 25.20 to 120.0 0.0 0.0 0.0 2 117.17 0.0342 0.0 12.000 0.410 Vel = 6.55 2 109.01 2.703 4E 37.301 59.500 18.714 K Factor = 25.20 to 120.0 T 18.651 55.952 0.0 5 226.18 0.1152 0.0 115.452 13.296 VeI= 12.65 5 0.0 2.703 T 18.651 0.670 32.010 to 120.0 0.0 18.651 0.290 6 226.18 0.1152 0.0 19.321 2.225 Vel= 12.65 6 51.33 6.357 0.0 14.000 34.525 to 120.0 0.0 0.0 0.0 7 277.51 0.0026 0.0 14.000 0.037 Vel = 2.81 7 24.63 6.357 0.0 13.000 34.562 to 120.0 0.0 0.0 0.0 8 302.14 0.0030 0.0 13.000 0.039 Vel = 3.05 8 24.05 6.357 0.0 13.000 34.601 to 120.0 0.0 0.0 0.0 9 326.19 0.0035 0.0 13.000 0.046 Vel = 3.30 9 24.20 6.357 0.0 14.000 34.647 to 120.0 0.0 0.0 0.0 10 350.39 0.0040 0.0 14.000 0.056 Vel = 3.54 10 23.13 6.357 0.0 14.000 34.703 to 120.0 0.0 0.0 0.0 11 373.52 0.0046 0.0 14.000 0.064 Vel = 3.78 11 28.98 6.357 0.0 14.000 34.767 to 120.0 0.0 0.0 0.0 12 402.5 0.0051 0.0 14.000 0.072 Vel = 4.07 12 30.95 6.357 5E 88.014 87.650 34.839 to 120.0 0.0 88.014 9.238 BOR 433.45 0.0060 0.0 175.664 1.047 VeI= 4.38 BOR 0.0 6.16 E 20.084 3.500 45.124 to 140.0 0.0 20.084 0.866 LI 433.45 0.0053 0.0 23.584 0.124 Vel = 4.67 LI 0.0 6.09 4E 86.332 146.670 46.114 to 150.0 G 4.625 186.538 0.0 UG1 433.45 0.0049 S 49.333 333.208 1.619 Vel = 4.77 T 46.249 UG1 41.04 7.98 2T 105.71 1311.000 47.733 Qa=500 to 150.0 4G 24.162 238.603 14.509 UG2 474.49 0.0015 4E 108.73 1549.603 2.387 Vel = 3.04 0.0 474.49 64.629 K Factor= 59.02 UG1 458.96 7.98 F 13.591 102.000 47.733 to 150.0 0.0 13.592 0.0 UG3 458.96 0.0014 0.0 115.592 0.167 Vel = 2.94 UG3 0.0 7.98 4F 54.365 1395.000 47.900 to 150.0 T 52.855 137.423 14.509 458:96a..0.00.14, .5G_302031532.423 -- Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fina.l Calculations - Hazen-Williams PARAMOUNT FIRE SYSTEMS, INC Page 6 Michaels .55 over 4 remote heads Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn UG2 474.49 9.79 2E 59.378 340.000 64.629 to 150.0 G 6.747 133.599 23.312 * * Fixed Loss = 14 TEST 933.45 0.0020 T 67.474 473.599 0.942 Vet = 3.98 0.0 933.45 88.883 K Factor = 99.01 1 -9.36 2.703 0.0 14.000 18.304 to 120.0 0.0 0.0 0.0 17 -9.36 -0.0003 0.0 14.000 -0.004 Vet = 0.52 17 107.81 2.703 0.0 14.000 18.300 K Factor = 25.20 to 120.0 0.0 0.0 0.0 18 98.45 0.0247 0.0 14.000 0.346 Vet = 5.50 18 108.81 2.703 8E 74.603 41.200 18.646 K Factor = 25.20 to 120.0 T 18.651 93.254 0.0 22 207.26 0.0980 0.0 134.454 13.174 VeI= 11.59 22 0.0 2.703 T 18.651 0.670 31.820 to 120.0 0.0 18.651 0.290 23 207.26 0.0980 0.0 19.321 1.893 Vel= 11.59 23 -51.32 4.26 0.0 14.000 34.003 to 120.0 0.0 0.0 0.0 24 155.94 0.0063 0.0 14.000 0.088 Vet = 3.51 24 -24.63 4.26 0.0 13.000 34.091 to 120.0 0.0 0.0 0.0 25 131.31 0.0046 0.0 13.000 0.060 Vel = 2.96 25 -24.06 4.26 0.0 13.000 34.151 to 120.0 0.0 0.0 0.0 26 107.25 0.0032 0.0 13.000 0.041 Vet = 2.41 26 -24.19 4.26 0.0 14.000 34.192 to 120.0 0.0 0.0 0.0 27 83.06 0.0020 0.0 14.000 0.028 Vel = 1.87 27 -23.13 4.26 0.0 14.000 34.220 to 120.0 0.0 0.0 0.0 28 59.93 0.0011 0.0 14.000 0.015 Vel = 1.35 28 -28.99 4.26 0.0 14.000 34.235 to 120.0 0.0 0.0 0.0 29 30.94 0.0003 0.0 14.000 0.004 Vel = 0.70 29 0.0 2.703 1 18.651 0.670 34.239 to 120.0 0.0 18.651 -0.290 30 30.94 0.0029 0.0 19.321 0.056 Vet = 1.73 30 0.0 2.703 2T 37.301 130.740 34.005 to 120.0 0.0 37.301 0.0 31 30.94 0.0029 0.0 168.041 0.488 Vet = 1.73 31 0.0 2.703 1 18.651 0.670 34.493 to 120.0 0.0 18.651 0.290 12 30.94 0.0029 0.0 19.321 0.056 Vel= 1.73 0.0 30.94 34.839 K Factor = 5.24 •••t 1.16 ' Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 - -----..--. Final Calculations - Hazen-Williams PARAMOUNT FIRE SYSTEMS, INC Page 7 Michaels .55 over 4 remote heads Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 32 -25.71 4.26 0.0 14.000 34.014 to 120.0 0.0 0.0 0.0 33 25.61 0.0002 0.0 14.000 0.003 Vel = 0.58 33 0.0 2.703 1 18.651 0.670 34.017 to 120.0 0.0 18.651 -0.290 34 25.61 0.0021 0.0 19.321 0.040 Vel = 1.43 34 0.0 2.703 T 18.651 41.200 33.767 to 120.0 4E 37.301 55.952 0.0 35 25.61 0.0020 0.0 97.152 0.199 Vel = 1.43 35 0.0 2.703 0.0 14.000 33.966 to 120.0 0.0 0.0 0.0 36 25.61 0.0020 0.0 14.000 0.028 Vel = 1.43 36 0.0 2.703 0.0 14.000 33.994 to 120.0 0.0 0.0 0.0 37 25.61 0.0021 0.0 14.000 0.029 Vel= 1.43 37 0.0 2.703 0.0 12.000 34.023 to 120.0 0.0 0.0 0.0 38 25.61 0.0020 0.0 12.000 0.024 VeI= 1.43 38 0.0 2.703 T 18.651 52.540 34.047 to 120.0 0.0 18.651 0.0 39 25.61 0.0021 0.0 71.191 0.146 VeI= 1.43 39 0.0 2.703 T 18.651 0.670 34.193 to 120.0 0.0 18.651 0.290 40 25.61 0.0021 0.0 19.321 0.040 VeI= 1.43 40 0.0 6.357 0.0 14.000 34.523 to 120.0 0.0 0.0 0.0 41 25.61 0.0 0.0 14.000 0.0 Vel = 0.26 41 25.71 6.357 0.0 14.000 34.523 to 120.0 0.0 0.0 0.0 6 51.32 0.0001 0.0 14.000 0.002 Vel = 0.52 0.0 51.32 34.525 K Factor = 8.73 32 25.71 2.703 T 18.651 0.670 34.014 to 120.0 0.0 18.651 -0.290 42 25.71 0.0021 0.0 19.321 0.040 Vel = 1.44 42 0.0 2.703 T 18.651 41.200 33.764 to 120.0 4E 37.301 55.952 0.0 43 25.71 0.0021 0.0 97.152 0.200 Vel = 1.44 43 0.0 2.703 0.0 14.000 33.964 to 120.0 0.0 0.0 0.0 44 25.71 0.0021 0.0 14.000 0.029 VeI= 1.44 44 0.0 2.703 0.0 14.000 33.993 to 120.0 0.0 0.0 0.0 45 25.71 0.0021 0.0 14.000 0.029 Vel = 1.44 45 0.0 2.703 0.0 12.000 34.022 to 120.0 0.0 0.0 0.0 46 25.71 0.0020 0.0 12.000 0.024 Vel = 1.44 46 . 00 2.703 T 18.651 52.540 34046 to 120.0 0.0 18.651 0.0 47 25.71 0.0021 0.0 71.191 0.147 VeI= 1.44 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams PARAMOUNT FIRE SYSTEMS, INC Page 8 Michaels .55 over 4 remote heads Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 47 0.0 2.703 T 18.651 0.670 34.193 to 120.0 0.0 18.651 0.290 41 25.71 0.0021 0.0 19.321 0.040 VeI= 1.44 0.0 25.71 34.523 K Factor = 4.38 24 24.63 2.703 T 18.651 0.670 34.091 to 120.0 0.0 18.651 -0.290 48 24.63 0.0019 0.0 19.321 0.037 Vel = 1.38 48 0.0 2.703 21 37.301 133.740 33.838 to 120.0 4E 37.301 74.602 0.0 49 24.63 0.0019 0.0 208.342 0.396 Vel= 1.38 49 0.0 2.703 T 18.651 0.670 34.234 to 120.0 0.0 18.651 0.290 7 24.63 0.0020 0.0 19.321 0.038 Vel = 1.38 0.0 24.63 34.562 K Factor = 4.19 25 24.06 2.703 T 18.651 0.670 34.151 to 120.0 0.0 18.651 -0.290 50 24.06 0.0018 0.0 19.321 0.035 Vel = 1.35 50 0.0 2.703 2T 37.301 133.740 33.896 to 120.0 4E 37.301 74.602 0.0 51 24.06 0.0018 0.0 208.342 0.380 VeI= 1.35 51 0.0 2.703 T 18.651 0.670 34.276 to 120.0 0.0 18.651 0.290 8 24.06 0.0018 0.0 19.321 0.035 Vel = 1.35 0.0 24.06 34.601 K Factor = 4.09 26 24.19 2.703 T 18.651 0.670 34.192 to 120.0 0.0 18.651 -0.290 52 24.19 0.0018 0.0 19.321 0.035 Vel = 1.35 52 0.0 2.703 21 37.301 133.740 33.937 to 120.0 4E 37.301 74.602 0.0 54 24.19 0.0018 0.0 208.342 0.384 VeI= 1.35 54 0.0 2.703 T 18.651 0.670 34.321 to 120.0 0.0 18.651 0.290 9 24.19 0.0019 0.0 19.321 0.036 Vel= 1.35 0.0 24.19 34.647 KFactor= 4.11 27 23.13 2.703 T 18.651 0.670 34.220 to 120.0 0.0 18.651 -0.290 55 23.13 0.0017 0.0 19.321 0.032 Vel = 1.29 55 0.0 2.703 21 37.301 134.710 33.962 to 120.0 8E 74.603 111.904 0.0 58 23.13 0.0017 0.0 246.614 0.418 Vel = 1.29 58 0.0 2.703 T 18.651 0.670 34.380 to 120.0 0.0 18.651 0.290 .23.13. 0.00i7. 0.0 :19.321 .0.033 - Vel= 1.29 pas -, . ... .• Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 .- Final Calculations - Hazen-Williams PARAMOUNT FIRE SYSTEMS, INC Page 9 Michaels .55 over 4 remote heads Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 23.13 34.703 K Factor = 3.93 28 28.99 2.703 T 18.651 0.670 34.235 to 120.0 0.0 18.651 -0.290 59 28.99 0.0025 0.0 19.321 0.049 Vel= 1.62 59 0.0 2.703 2T 37.301 130.740 33.994 to 120.0 0.0 37.301 0.0 60 28.99 0.0026 0.0 168.041 0.433 VeI= 1.62 60 0.0 2.703 1 18.651 0.670 34.427 to 120.0 0.0 18.651 0.290 11 28.99 0.0026 0.0 19.321 0.050 VeI = 1.62 0.0 28.99 34.767 K Factor= 4.92 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 F.W. ~ t I..E. I - - Fire Protection by Computer Design PARAMOUNT FIRE SYSTEMS, INC C-16 788204 Job Name : Michaels SUPPORT AREAS Building : FP-4 Location : LA COSTA TOWN CENTER System : AREA 5 Contract Data File : Terramar Michaels BELOW MEZZANINE REV.WXF .4 . Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 PARAMOUNT FIRE SYSTEMS, INC Page 1 Michaels SUPPORT AREAS Date HYDRAULIC CALCULATIONS for Project name: MICHAEL'S (BUILDING 15) Location: LA COSTA TOWN CENTER Drawing no: FP-4 Date: 3-10-16 Design Remote area number: AREA 5 Remote area location: SUPPORT AREAS BELOW MEZZANINE Occupancy classification: ORDINARY 2 Density: .20 - Gpm/SqFt Area of application: 1500 - SqFt Coverage per sprinkler: 120 MAX - SqFt Type of sprinklers calculated: 5.6K Q.R. PENDENTS No. of sprinklers calculated: 21 In-rack demand: NA - GPM Hose streams: 250 - GPM Total water required (including hose streams): 752.6 -GPM @ 88.9 - Psi Type of system: WET GRID AT ROOF Volume of dry orpreaction system: NA - Gal Water supply information Date: 2-4-2014 Location: 12" ACP AT LA COSTA AVENUE Source: OLIVEHAIN MUNICIPAL WATER DISTRICT Name of contractor: PARAMOUNT FIRE SYSTEMS INC Address: 8069 WING AVENUE EL CAJON, CA Phone number: 619 562-6247 Name of designer: JAMES CHENEY Authority having jurisdiction: CARLSBAD FIRE PREVENTION BUREAU Notes: (Include peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water SflpIy Curve C PARAMOUNT FIRE SYSTEMS, INC Page 2 Michaels SUPPORT AREAS Date City Wit Supply: Demand: Static Pressure : 106 Dl - Elevation : 27.718 C2 - Residual Pressure: 104 D2 - System Flow : 502.639 C2,t Residual Flow : 1663 D2 - System Pressure : 88.910 Hose (Demand) : 250 D3 - System Demand : 752.639 jv Safety Margin : 16.629 150 140 130 P 120 R 110 E 100 S 90 80 U70 R 60 E 50 40 30 20 10 ,00 400 600 800 1000 1200 1400 1600 1800 FLOW( N A 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary PARAMOUNT FIRE SYSTEMS, INC Page 3 Michaels SUPPORT AREAS Date Fitting Legend Abbrev. Nahe % % 1 114 1% 2 2% 3 3% 4 5 6 8 10 12 14 16 18 20 24 E NFp 1390' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 13 45 Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 I NFPA 139O' Flow thruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fittihg Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with * The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure I Flow Summary - STANDARD PARAMOUNT FIRE SYSTEMS, INC Page 4 Michaels SUPPORT AREAS Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Rea. SP1 9.0 5.6 16.69 na 22.88 0.2 80 7.0 SP2 9.0 5.6 16.24 na 22.57 0.2 80 7.0 SP3 9.0 5.6 21.42 na 25.92 0.2 80 7.0 SP4 9.0 5.6 15.91 na 22.34 0.2 80 7.0 SPS 9.0 5.6 16.64 na 22.84 0.2 80 7.0 SP6 9.0 5.6 19.07 na 24.46 0.2 80 7.0 SP7 9.0 5.6 18.53 na 24.11 0.2 110 7.0 SP8 9.0 5.6 19.45 na 24.7 0.2 110 7.0 SP9 9.0 5.6 18.45 na 24.06 0.2 110 7.0 SP10 9.0 5.6 19.39 na 24.66 0.2 110 7.0 SP11 9.0 5.6 18.39 na 24.01 0.2 110 7.0 SP12 9.0 5.6 19.32 na 24.62 0.2 110 7.0 SP13 9.0 5.6 18.37 na 24.0 0.2 120 7.0 SP14 9.0 5.6 19.28 na 24.59 0.2 120 7.0 SP15 9.0 5.6 18.42 na 24.04 0.2 120 7.0 SP16 9.0 5.6 19.34 na 24.62 0.2 120 7.0 SP17 9.0 5.6 18.6 na 24.15 0.2 120 7.0 SP18 9.0 5.6 19.52 na 24.74 0.2 120 7.0 SP19 9.0 5.6 15.77 na 22.24 0.2 80 7.0 SP20 9.0 5.6 16.49 na 22.74 0.2 80 7.0 SP21 9.0 5.6 18.93 na 24.37 0.2 80 7.0 SI 10.33 17.58 na S2 10.33 20.59 na S3 10.33 23.31 na S4 10.33 17.21 na S5 10.33 18.02 na S6 10.33 20.71 na S7 10.33 20.11 na S8 10.33 21.13 na S9 10.33 20.03 na sio 10.33 21.07 na Sib 10.33 19.95 na S12 10.33 20.99 na S13 10.33 19.93 na S14 10.33 20.94 na S15 10.33 19.99 na S16 10.33 21.01 na S17 10.33 20.19 na S18 10.33 21.21 na S19 10.33 17.05 na S20 10.33 17.85 na S21 10.33 20.56 na 40 23.33 34.61 na Ji 10.33 26.07 na B 10.33 23.09 na C 10.33 22.9 na D 10.33 22.73 na E 10.33 22.65 na F 10.33 22.65 na G 10.33 22.71 na H 10.33 22.94 na 10.33 23.41 na J2 10.33 25.5 na 1 24.0 34.41 na 5 24.0 344 na 6 23.33 34.69 na 7 23.33 34.72 na 8 23.33 34.76 na 9 23.33 34.79 na 10 23.33 34.88 na 11 23.33 34.97 na Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ... .-.. . Flow Summary - Standard PARAMOUNT FIRE SYSTEMS, INC Page 5 Michaels SUPPORT AREAS Date Node No. Elevation K-Fact Pt Actual Pn Flow Density Area Press Actual Req. 12 23.33 35.07 na BOR 2.0 45.69 na LI 0.0 46.72 na UG1 0.0 48.85 na 250.0 UG3 0.0 48.89 na UG2 -33.5 64.97 na TEST -55.0 88.91 na 22 24.0 34.42 na 23 23.33 34.71 na 24 23.33 34.71 na 25 23.33 34.71 na 26 23.33 34.71 na 27 23.33 34.72 na 28 23.33 34.73 na 29 23.33 34.73 na 30 24.0 34.48 na 31 24.0 3475 na 32 23.33 34.71 na 33 23.33 34.71 na 34 24.0 34.41 na 39 24.0 34.33 na 41 23.33 34.65 na 42 24.0 34.41 na 47 24.0 34.37 na 48 24.0 34.42 na 49 24.0 34.43 na 50 24.0 34.42 na 51 24.0 34.46 na 52 24.0 34.32 na 54 24.0 33.21 na 55 24.0 34.44 na 58 24.0 34.58 na 59 24.0 34.46 na 60 24.0 34.66 na The maximum velocity is 16.3 and it occurs in the pipe between nodes 40 and Ji Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams PARAMOUNT FIRE SYSTEMS, INC Page 6 Michaels SUPPORT AREAS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn SP1 22.88 1.049 E 2.0 1.750 16.694 K Factor= 5.60 to 120.0 T 5.0 7.000 -0.576 Si 22.88 0.1669 0.0 8.750 1.460 Vel = 8.49 0.0 22.88 17.578 K Factor = 5.46 SP2 22.57 1.049 2T 10.0 1.750 16.242 K Factor = 5.60 to 120.0 0.0 10.000 -0.576 Si 22.57 0.1627 0.0 11.750 1.912 Vel = 8.38 0.0 22.57 17.578 K Factor = 5.38 SP3 25.92 1.049 2T 10.0 1.750 21.419 K Factor = 5.60 to 120.0 0.0 10.000 -0.576 S3 25.92 0.2102 0.0 11.750 2.470 Vel = 9.62 0.0 25.92 23.313 K Factor = 5.37 5P4 22.34 1.049 2T 10.0 1.750 15.910 K Factor =5.60 to 120.0 0.0 10.000 -0.576 S4 22.34 0.1597 0.0 11.750 1.876 VeI= 8.29 0.0 22.34 17.210 KFactor= 5.39 5P5 22.84 1.049 2T 10.0 1.750 16.640 K Factor = 5.60 to 120.0 0.0 10.000 -0.576 S5 22.84 0.1664 0.0 11.750 1.955 Vel= 8.48 0.0 22.84 18.019 KFactor= 5.38 SP6 24.46 1.049 21 10.0 1.750 19.072 K Factor = 5.60 to 120.0 0.0 10.000 -0.576 S6 24.46 0.1888 0.0 11.750 2.218 Vel= 9.08 0.0 24.46 20.714 K Factor = 5.37 SP7 24.11 1.049 2T 10.0 1.750 18.530 K Factor = 5.60 to 120.0 0.0 10.000 -0.576 S7 24.11 0.1838 0.0 11.750 2.160 Vel = 8.95 0.0 24.11 20.114 KFactor= 5.38 SP8 24.70 1.049 2T 10.0 1.750 19.449 K Factor= 5.60 to 120.0 0.0 10.000 -0.576 S8 24.7 0.1923 0.0 11.750 2.259 Vel = 9.17 0.0 24.70 21.132 KFactor= 5.37 SP9 24.06 1.049 2T 10.0 1.750 18.455 K Factor= 5.60 to 120.0 0.0 10.000 -0.576 S9 24.06 0.1831 0.0 11.750 2.151 Vel = 8.93 0.0 24.06 20.030 KFactor= 5.38 SP10 24.66 1.049 2T 10.0 1.750 19.394 K Factor= 5.60 to ' Sb .i20.0 . ... .. 0.0. -0.576 24 66 O'?i 7 VI '= Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ..- -_VS reffa -• - :..,.-...-. - ........ Final Calculations - Hazen-Williams PARAMOUNT FIRE SYSTEMS, INC Page 7 Michaels SUPPORT AREAS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 24.66 21.071 KFactor= 5.37 SP11 24.01 1.049 2T 10.0 1.750 18.385 K Factor =5.60 to 120.0 0.0 10.000 -0.576 S11 24.01 0.1826 0.0 11.750 2.145 VeI= 8.91 0.0 24.01 19.954 KFactor 5.37 SP12 24.62 1.049 2T 10.0 1.750 19.321 K Factor= 5.60 to 120.0 0.0 10.000 -0.576 S12 24.62 0.1911 0.0 11.750 2.245 Vel = 9.14 0.0 24.62 20.990 K Factor = 5.37 SP13 24.00 1.049 2T 10.0 1.750 18.367 K Factor= 5.60 to 120.0 0.0 10.000 -0.576 S13 24.0 0.1824 0.0 11.750 2.143 Vel = 8.91 0.0 24.00 19.934 KFactor= 5.38 SP 14 24.59 1.049 2T 10.0 1.750 19.279 K Factor 5.60 to 120.0 0.0 10.000 -0.576 S14 24.59 0.1907 0.0 11.750 2.241 Vel = 9.13 0.0 24.59 20.944 K Factor = 5.37 SP15 24.04 1.049 2T 10.0 1.750 18.422 K Factor= 5.60 to 120.0 0.0 10.000 -0.576 S15 24.04 0.1828 0.0 11.750 2.148 Vel = 8.92 0.0 24.04 19.994 K Factor = 5.38 SP16 24.62 1.049 2T 10.0 1.750 19.336 K Factor= 5.60 to 120.0 0.0 10.000 -0.576 S16 24.62 0.1912 0.0 11.750 2.247 Vel= 9.14 0.0 24.62 21.007 K Factor = 5.37 SP17 24.15 1.049 2T 10.0 1.750 18.600 K Factor =5.60 to 120.0 0.0 10.000 -0.576 S17 24.15 0.1845 0.0 11.750 2.168 VeI= 8.97 0.0 24.15 20.192 K Factor = 5.37 SP18 24.74 1.049 2T 10.0 1.750 19.523 K Factor= 5.60 to 120.0 0.0 10.000 -0.576 S18 24.74 0.1929 0.0 11.750 2.267 Vel = 9.18 0.0 24.74 21.214 KFactor= 5.37 SP19 22.24 1.049 2T 10.0 1.750 15.768 K Factor= 5.60 to 120.0 0.0 10.000 -0.576 S19 22.24 0.1583 0.0 11.750 1.860 Vel = 8.26 . __:__ •1f.Up_.,_,. r rdLtul. - -- .- -.-. .-..- Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ..-.-.. Final Calculations - Hazen-Williams PARAMOUNT FIRE SYSTEMS, INC Page 8 Michaels SUPPORT AREAS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn SP20 22.74 1.049 2T 10.0 1.750 16.491 K Factor= 5.60 to 120.0 0.0 10.000 -0.576 S20 22.74 0.1650 0.0 11.750 1.939 Vel = 8.44 0.0 22.74 17.854 KFactor= 5.38 SP21 24.37 1.049 2T 10.0 1.750 18.931 K Factor =5.60 to 120.0 0.0 10.000 -0.576 S21 24.37 0.1875 0.0 11.750 2.203 Vel = 9.05 0.0 24.37 20.558 K Factor = 5.37 51 45.45 1.408 2T 13.233 8.000 17.578 to 120.0 0.0 13.233 0.0 S2 45.45 0.1417 0.0 21.233 3.009 Vel = 9.37 S2 0.0 1.408 2T 13.233 6.000 20.587 to 120.0 0.0 13.233 0.0 S3 45.45 0.1417 0.0 19.233 2.726 Vel = 9.37 S3 25.92 1.408 T 6.617 1.000 23.313 to 120.0 0.0 6.617 4.402 A 71.37 0.3265 0.0 7.617 2.487 Vel = 14.71 0.0 71.37 30.202 KFactor= 12.99 S4 22.34 1.408 2T 13.233 8.000 17.210 to 120.0 0.0 13.233 0.0 S5 22.34 0.0381 0.0 21.233 0.809 Vel= 4.60 S5 22.84 1.408 21 13.233 6.000 18.019 to 120.0 0.0 13.233 0.0 S6 45.18 0.1401 0.0 19.233 2.695 Vel = 9.31 S6 24.46 1.408 T 6.617 1.000 20.714 to 120.0 0.0 6.617 0.0 B 69.64 0.3121 0.0 7.617 2.377 Vel = 14.35 0.0 69.64 23.091 K Factor= 14.49 S7 24.11 1.408 2T 13.233 10.000 20.114 to 120.0 0.0 13.233 0.0 S8 24.11 0.0438 0.0 23.233 1.018 Vel= 4.97 S8 24.69 1.408 T 6.617 4.300 21.132 to 120.0 0.0 6.617 0.0 C 48.8 0.1617 0.0 10.917 1.765 Vel= 10.06 0.0 48.80 22.897 K Factor= 10.20 S9 24.06 1.408 2T 13.233 10.583 20.030 to 120.0 0.0 13.233 0.0 S10 24.06 0.0437 0.0 23.816 1.041 Vel = 4.96 SIO 24.66 1.408 T 6.617 3.700 21.071 to 120.0 0.0 6.617 0.0 D 48.72 0.1611 0.0 10.317 1.662 Vel = 10.04 OO . . .22.733 KFactor= 10.22 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams PARAMOUNT FIRE SYSTEMS, INC Page 9 Michaels SUPPORT AREAS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Sli 24.01 1.408 2T 13.233 10.583 19.954 to 120.0 0.0 13.233 0.0 S12 24.01 0.0435 0.0 23.816 1.036 Vel = 4.95 S12 24.62 1.408 T 6.617 3.700 20.990 to 120.0 0.0 6.617 0.0 E 48.63 0.1606 0.0 10.317 1.657 Vel = 10.02 0.0 48.63 22.647 K Factor= 10.22 S13 24.00 1.408 21 13.233 10.000 19.934 to 120.0 0.0 13.233 0.0 S14 24.0 0.0435 0.0 23.233 1.010 VeI= 4.95 S14 24.59 1.408 T 6.617 4.000 20.944 to 120.0 0.0 6.617 0.0 F 48.59 0.1603 0.0 10.617 1.702 Vel = 10.01 0.0 48.59 22.646 KFactor= 10.21 S15 24.04 1.408 2T 13.233 10.000 19.994 to 120.0 0.0 13.233 0.0 S16 24.04 0.0436 0.0 23.233 1.013 Vel = 4.95 S16 24.62 1.408 1 6.617 4.000 21.007 to 120.0 0.0 6.617 0.0 G 48.66 0.1608 0.0 10.617 1.707 Vel = 10.03 0.0 48.66 22.714 KFactor= 10.21 S17 24.15 1.408 21 13.233 10.000 20.192 to 120.0 0.0 13.233 0.0 S18 24.15 0.0440 0.0 23.233 1.022 VeI= 4.98 S18 24.75 1.408 T 6.617 4.000 21.214 to 120.0 0.0 6.617 0.0 H 48.9 0.1622 0.0 10.617 1.722 Vel = 10.08 0.0 48.90 22.936 KFactor 10.21 S19 22.24 1.408 21 13.233 8.000 17.052 to 120.0 0.0 13.233 0.0 S20 22.24 0.0378 0.0 21.233 0.802 Vel = 4.58 S20 22.74 1.408 21 13.233 6.220 17.854 to 120.0 0.0 13.233 0.0 S21 44.98 0.1390 0.0 19.453 2.704 Vel = 9.27 S21 24.36 1.408 T 6.617 2.580 20.558 to 120.0 0.0 6.617 0.0 I 69.34 0.3097 0.0 9.197 2.848 Vel = 14.29 0.0 69.34 23.406 K Factor= 14.33 40 -291.48 2.703 2E 18.651 39.670 34.615 to 120.0 1 18.651 37.302 5.630 Ji -291.48 -0.1841 0.0 76.972 -14.171 VeI= 16.30 A&651 1.416. 26074 , i. A -71.37 -0.0137 0.0 20.067 -0.274 Vel = 3.99 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 .,... .. Final. Calculations - Hazen-Williams PARAMOUNT FIRE SYSTEMS, INC Page 10 Michaels SUPPORT AREAS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 -71.37 30.202 K Factor= -12.99 J1 -220.11 2.703 T 18.651 8.583 26.074 to 120.0 0.0 18.651 0.0 B -220.11 -0.1095 0.0 27.234 -2.983 Vel = 12.31 B 69.64 2.703 0.0 3.583 23.091 to 120.0 0.0 0.0 0.0 C -150.47 -0.0541 0.0 3.583 -0.194 Vel = 8.41 C 48.80 2.703 0.0 6.250 22.897 to 120.0 0.0 0.0 0.0 D -101.67 -0.0262 0.0 6.250 -0.164 VeI= 5.68 D 48.72 2.703 0.0 11.000 22.733 to 120.0 0.0 0.0 0.0 E -52.95 -0.0078 0.0 11.000 -0.086 Vet = 2.96 E 48.62 2.703 0.0 4.916 22.647 to 120.0 0.0 0.0 0.0 F -4.33 -0.0002 0.0 4.916 -0.001 Vel = 0.24 F 48.59 2.703 0.0 12.000 22.646 to 120.0 0.0 0.0 0.0 G 44.26 0.0057 0.0 12.000 0.068 Vel = 2.47 G 48.66 2.703 0.0 10.000 22.714 to 120.0 0.0 0.0 0.0 H 92.92 0.0222 0.0 10.000 0.222 Vel = 5.20 H 48.90 2.703 0.0 9.666 22.936 to 120.0 0.0 0.0 0.0 141.82 0.0486 0.0 9.666 0.470 Vel= 7.93 69.34 2.703 T 18.651 2.000 23.406 to 120.0 0.0 18.651 0.0 J2 211.16 0.1014 0.0 20.651 2.094 VeI= 11.81 J2 0.0 2.703 5E 46.627 50.500 25.500 to 120.0 21 37.301 83.928 -5.920 54 211.16 0.1014 0.0 134.428 13.632 VeI= 11.81 0.0 211.16 33.212 KFactor= 36.64 1 -3.80 2.703 4E 37.301 70.550 34.406 to 120.0 T 18.651 55.952 0.0 5 -3.8 -0.0001 0.0 126.502 -0.007 Vet = 0.21 5 0.0 2.703 T 18.651 0.670 34.399 to 120.0 0.0 18.651 0.290 6 -3.8 -0.0001 0.0 19.321 -0.001 Vel = 0.21 6 273.68 6.357 0.0 14.000 34.688 to 120.0 0.0 0.0 0.0 7 269.88 0.0024 0.0 14.000 0.034 Vet = 2.73 7 3.47 6.357 0.0 13.000 34.722 to 120.0 0.0 0.0 0.0 8 273.35 0.0026 0.0 13.000 0.034 Vel = 2.76 .-8 - 6:85. 6r357 0.0 13.000 34.756 io!o -o02_.,.. 00 00 9 280.2 0.0026 0.0 13.000 0.034 Vel = 2.83 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ,-- Final Calculations - Hazen-Williams PARAMOUNT FIRE SYSTEMS, INC Page 11 Michaels SUPPORT AREAS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 9 168.28 6.357 0.0 14.000 34.790 to 120.0 0.0 0.0 0.0 10 448.48 0.0064 0.0 14.000 0.089 Vel = 4.53 10 12.51 6.357 0.0 14.000 34.879 to 120.0 0.0 0.0 0.0 11 460.99 0.0066 0.0 14.000 0.093 Vel = 4.66 11 18.91 6.357 0.0 14.000 34.972 to 120.0 0.0 0.0 0.0 12 479.9 0.0072 0.0 14.000 0.101 Vel = 4.85 12 22.74 6.357 5E 88.014 87.650 35.073 to 120.0 0.0 88.014 9.238 BOR 502.64 0.0078 0.0 175.664 1.377 Vel = 5.08 BOR 0.0 6.16 E 15.101 3.500 45.688 to 120.0 0.0 15.101 0.866 LI 502.64 0.0091 0.0 18.601 0.170 Vel = 5.41 LI 0.0 6.09 4E 86.332 146.670 46.724 to 150.0 G 4.625 186.538 0.0 UG1 502.64 0.0064 5 49.333 333.208 2.130 Vel = 5.54 T 46.249 UG1 -120.06 7.98 4E 108.73 1311.000 48.854 Qa=250 to 150.0 4G 24.162 238.603 14.509 UG2 382.58 0.0010 2T 105.71 1549.603 1.602 Vel = 2.45 0.0 382.58 64.965 K Factor 47.47 UG1 370.06 7.98 F 13.591 102.000 48.854 to 150.0 0.0 13.592 -0.072 UG3 370.06 0.0010 0.0 115.592 0.112 Vel = 2.37 UG3 0.0 7.98 4F 54.365 1395.000 48.894 to 150.0 T 52.855 137.423 14.581 UG2 370.06 0.0010 5G 30.203 1532.423 1.490 Vel = 2.37 UG2 382.58 9.79 2E 59.378 340.000 64.965 to 150.0 G 6.747 133.599 23.312 * * Fixed Loss = 14 TEST 752.64 0.0013 T 67.474 473.599 0.633 Vel = 3.21 0.0 752.64 88.910 K Factor= 79.82 1 3.80 2.703 8E 74.603 75.200 34.406 to 120.0 T 18.651 93.254 0.0 22 3.8 0.0001 0.0 168.454 0.010 Vel = 0.21 22 0.0 2.703 T 18.651 0.670 34.416 to 120.0 0.0 18.651 0.290 23 3.8 0.0001 0.0 19.321 0.002 Vel = 0.21 23 17.80 4.31 0.0 14.000 34.708 to 120.0 0.0 0.0 0.0 24 21.6 0.0001 0.0 14.000 0.002 VeI= 0.47 24 -3.47 4.31 0.0 13.000 34.710 to 120.0 0.0 0.0 0.0 25 18.13 0.0001 0.0 13.000 0.001 Vel = 0.40 00 13000 J...,,.34711 r, to 120.0 0.0 0.0 0.0 26 11.28 0.0001 0.0 13.000 0.001 Vel = 0.25 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 . . Final. Calculations - Hazen-Williams PARAMOUNT FIRE SYSTEMS, INC Page 12 Michaels SUPPORT AREAS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 26 42.88 4.31 0.0 14.000 34.712 to 120.0 0.0 0.0 0.0 27 54.16 0.0009 0.0 14.000 0.012 Vel= 1.19 27 -12.51 4.31 0.0 14.000 34.724 to 120.0 0.0 0.0 0.0 28 41.65 0.0005 0.0 14.000 0.007 VeI= 0.92 28 -18.91 4.31 0.0 14.000 34.731 to 120.0 0.0 0.0 0.0 29 22.74 0.0002 0.0 14.000 0.003 Vel = 0.50 29 0.0 2.703 T 18.651 0.670 34.734 to 120.0 0.0 18.651 -0.290 30 22.74 0.0016 0.0 19.321 0.031 Vel = 1.27 30 0.0 2.703 2T 37.301 130.740 34.475 to 120.0 0.0 37.301 0.0 31 22.74 0.0016 0.0 168.041 0.276 Vel= 1.27 31 0.0 2.703 T 18.651 0.670 34.751 to 120.0 0.0 18.651 0.290 12 22.74 0.0017 0.0 19.321 0.032 Vel= 1.27 0.0 22.74 35.073 K Factor = 3.84 23 -17.80 4.31 0.0 14.000 34.708 to 120.0 0.0 0.0 0.0 32 -17.8 -0.0001 0.0 14.000 -0.002 Vel = 0.39 32 7.66 4.31 0.0 14.000 34.706 to 120.0 0.0 0.0 0.0 33 -10.14 0.0 0.0 14.000 0.0 Vel = 0.22 33 0.0 2.703 T 18.651 0.670 34.706 to 120.0 0.0 18.651 -0.290 34 -10.14 -0.0004 0.0 19.321 -0.008 Vel = 0.57 34 0.0 2.703 4E 37.301 133.750 34.408 to 120.0 2T 37.301 74.602 0.0 39 -10.14 -0.0004 0.0 208.352 -0.076 Vel = 0.57 39 0.0 2.703 1 18.651 0.670 34.332 to 120.0 0.0 18.651 0.290 40 -10.14 -0.0004 0.0 19.321 -0.007 Vel = 0.57 40 291.47 6.357 0.0 14.000 34.615 to 120.0 0.0 0.0 0.0 41 281.33 0.0026 0.0 14.000 0.037 Vel = 2.84 41 -7.65 6.357 0.0 14.000 34.652 to 120.0 0.0 0.0 0.0 6 273.68 0.0026 0.0 14.000 0.036 Vel = 2.77 0.0 273.68 34.688 K Factor= 46.47 32 -7.66 2.703 1 18.651 0.670 34.706 to 120.0 0.0 18.651 -0.290 42 -7.66 -0.0002 0.0 19.321 -0.004 Vel = 0.43 42 . 0.0 2.703 4E 37.301 133.740 34.412 to . 126_'d 2T 37301 74602t 00.. - - 47 -7.66 -0.0002 0.0 208.342 -0.046 Vel = 0.43 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams PARAMOUNT FIRE SYSTEMS, INC Page 13 Michaels SUPPORT AREAS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 47 0.0 2.703 1 18.651 0.670 34.366 to 120.0 0.0 18.651 0.290 41 -7.66 -0.0002 0.0 19.321 -0.004 Vel = 0.43 0.0 -7.66 34.652 K Factor= -1.30 24 3.47 2.703 T 18.651 0.670 34.710 to 120.0 0.0 18.651 -0.290 48 3.47 0.0001 0.0 19.321 0.001 Vel = 0.19 48 0.0 2.703 2T 37.301 133.740 34.421 to 120.0 4E 37.301 74.602 0.0 49 3.47 0.0 0.0 208.342 0.010 Vel = 0.19 49 0.0 2.703 T 18.651 0.670 34.431 to 120.0 0.0 18.651 0.290 7 3.47 0.0001 0.0 19.321 0.001 Vel = 0.19 0.0 3.47 34.722 K Factor = 0.59 25 6.85 2.703 T 18.651 0.670 34.711 to 120.0 0.0 18.651 -0.290 50 6.85 0.0002 0.0 19.321 0.004 Vel = 0.38 50 0.0 2.703 21 37.301 133.740 34.425 to 120.0 4E 37.301 74.602 0.0 51 6.85 0.0002 0.0 208.342 0.037 Vel = 0.38 51 0.0 2.703 T 18.651 0.670 34.462 to 120.0 0.0 18.651 0.290 8 6.85 0.0002 0.0 19.321 0.004 Vel = 0.38 0.0 6.85 34.756 KFactor= 1.16 26 -42.88 2.703 1 18.651 0.670 34.712 to 120.0 0.0 18.651 -0.290 52 -42.88 -0.0053 0.0 19.321 -0.103 Vel = 2.40 52 0.0 2.703 21 37.301 133.740 34.319 to 120.0 4E 37.301 74.602 0.0 54 -42.88 -0.0053 0.0 208.342 -1.107 Vel = 2.40 54 211.16 2.703 1 18.651 0.670 33.212 to 120.0 0.0 18.651 0.290 9 168.28 0.0667 0.0 19.321 1.288 Vel = 9.41 0.0 168.28 34.790 K Factor= 28.53 27 12.51 2.703 T 18.651 0.670 34.724 to 120.0 0.0 18.651 -0.290 55 12.51 0.0005 0.0 19.321 0.010 Vel = 0.70 55 0.0 2.703 8E 74.603 134.750 34.444 to 120.0 21 37.301 111.904 0.0 58 12.51 0.0005 0.0 246.654 0.134 Vel = 0.70 58 0.0 2.703 1 18.651 0.670 34.578 to 120.0 0.0 18.651 0.290 10 12.51 0.0006 0.0 19.321 0.011 Vel = 0.70 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 FinaL Calculations - Hazen-Williams PARAMOUNT FIRE SYSTEMS, INC Page 14 Michaels SUPPORT AREAS Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Lri. Total Pf Pn 12.51 34.879 KFactor= 2.12 28 18.91 2.703 T 18.651 0.670 34.731 to 120.0 0.0 18.651 -0.290 59 18.91 0.0012 0.0 19.321 0.023 VeI= 1.06 59 0.0 2.703 2T 37.301 130.740 34.464 to 120.0 0.0 37.301 0.0 60 18.91 0.0012 0.0 168.041 0.196 Vel = 1.06 60 0.0 2.703 1 18.651 0.670 34.660 to 120.0 0.0 18.651 0.290 11 18.91 0.0011 0.0 19.321 0.022 VeI= 1.06 0.0 18.91 34.972 K Factor= 3.20 - - - Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 - OLIVENHAIN MtJNI WATER DISTRICT SERVICE ORDER NUMBER: 198564 SERVICE ORDER WORK ORDER NUMBER: 580000 ENTERED BY LORRIE ON 02/03/14 GEN SVC PROJECT NUMBER: --- PRIMARY ---- ----- FIRE ----- ACCOUNT NO: MTR SIZE: MTR MANF: MTR TYPE: MTR SERIAL: USER/RATE: READ SEQ: PREV READ: CURR READ: # DIALS: PROJECT DESC: FIRE FLOW TEST SERV ADDRESS: LA COSTA AVE, CARLSBAD PARCEL NtJMBR: LOT NUMBER: SERVICE CODE: FFLO > FIRE FLOW TEST MTR LOCAT'N:. FIRE LOCAT'N: COMMENT #14: COMMENTS/NOTES: SCHEDULED DATE: 02/03/14 TIME ENTERED: 09:33:34 ISSUED TO: SYS DH PRIORITY: REQUESTED BY: PARAMOUNT FIRE SY PHONE: OMWD OFFICE MATL REQ #: AMT PD BY CUST: INSTRUCTIONS -------- FIRE FLOW TEST JAMES CHENEY 619-572-1407 jamesc@paramountfirecom.com E/R #1 SN: E/R #2 SN: MXU ID: DATE 2{1 EMPLOYEE TIM] NAME ---------------- Z. frtkfir.t # HRS x = = = = = = = = = = ROUTING = = = = FIELD DH ENGINEER DEPT SIGND BY DATE ~1\k ----------------- COMPLETED BY Ls:LLq --- DATE OLIVENHAIN MUNICIPAL WATER DISTRICT Fire Flow Test Results Service Order# I\S%1 Work Order # ,3 0coO EAM# 270 Flow Test Requested By c Q\e,rj (Pc..Cz,L P1'pn t ycvs (4).'512 UIC' Project Name Lx C-b' City County x3 Lj e OMWD Personnel Conducting Test Date -rune 9;o 4,, Address Lx (,c-I-. (\ip.. Po,.Av. b Pressure Zone 32 Potential Impact To Zone Reservoirs Involved P.R. Stations Involved ij 5A-4. CA- c')A5 L Static Pressure (prior to flow test) P.S.I. lie Residual Pressure (during flow test) P.S.I. U (a PITOT Residual Pressure, 2 1/2 inch port P.S.I. I Calculated Flow G.P.M. 16.3 Comments Test Results Reviewed By: FIRES YSTEMS, INC FLOW TEST REQUEST SHEET PROJECT: La Costa Town Square STATIC: JCtJY' Lr'f)t.j RESIDUAL: PITOT: FLOW: DATE /TIME: Approx 'LC LOCATION OF HYDRANTS: La Costa Ave. east of Ranc ' ADDRESS & CROSS STREETS: La Costa Ave and Rand TESTED BY:.Olivenhain Municipal Water District Provide map below. Specify hydrant to flow (F) and hydranto gauge (U). ?"ROPERTY LINE PROPERTY Ut4E BbPING C.G)TY STREET CENTERUNE NN MOOD /21 WILDING N -- (F) P.O. Box 713194 Santee, CA 92072 (619) 562-6247 fax (619) 562-6273 C 0 2URN. Model 375DA WILKINS Reduced Pressure Principle Assembly Application Designed for installation on water lines in fire protection systems to protect against both backsiphonage and back- pressure of contaminated water into the potable water supply. The Model 375DA shall provide protection where a potential health hazard exists. Incorporates metered by-pass to detect leaks and unauthorized water use. Standards Compliance (Unless otherwise noted, applies to sizes 2 1/2" thru 10") ASSE® Listed 1047 (2 1/2" thru 8") UL® Classified AWWA Compliant C550 CSA® Certified (4" & 6") C-UL® Classified FM® Approved NYC MEA 218-01-M VOL 3 Approved by the Foundation for Cross Connection Control and Hydraulic Research at the University of Southern California NSF® Listed-Standard 61, Annex G* *(025% MAX. WEIGHTED AVERAGE LEAD CONTENT) Materials Main valve body Ductile Iron ASTM A 536 Grade 4 Access covers Ductile Iron ASTM A 536 Grade 4 Coatings FDA Approved fusion epoxy finish Internals Stainless steel, 300 Series NORYLTM, NSF Listed Fasteners Stainless Steel, 300 Series Elastomers EPDM (FDA approved) Buna Nitrile (FDA approved) Polymers NORYLTM, NSF Listed Springs Stainless steel, 300 series Sensing line Stainless steel, braided hose Features Sizes: 2 1/2", 3", 4", 6", 8", 10" Maximum working water pressure Maximum working water temperature Hydrostatic test pressure End connections (Grooved for steel pipe) (Flanged) Dimensions & Weights (do not include pkg.) Options (Suffixes can be combined) El - with OS & V gate valves (standard) El L - less shut-off valves (flanged body connections) El LM - less water meter El - with remote reading meter El - with gpm meter (standard) El CFM - with cu ft/min meter El G - with groove end gate valves El FG - withflanged inlet gate connection and grooved outlet gate connection MS - with Integral Relief Valve Monitor Switch P1 - with Post Indicator Gate Valve (3"-10°) Accessories Air gap (Model AG) 0 Repair kit (rubber only) 0 Thermal expansion tank (Model XT) 0 OS & V Gate valve tamper switch (OSY-40) El QT-SET Quick Test Fitting Set Attention: Model 375DA (flange body) and Model 375ADA (grooved body) have different lay lengths. Relief Valve discharge port: 2 1/2" - 6" - 2.75 sq. in. 8" - 10" -3.69 sq. in. 175 PSI 140°F 350 PSI AWWA C606 ANSI 1316.1 Class 125 MODEL 3750A6 SHOWN ABOVE DIMENSION approxnate) WEIGHT MODEL 375DA SIZE A B LESS GATE VALVES ..- E OS&Y OPEN E OS&Y CLOSED ,. LESS GATE VALVES WITH OS&Y GATE VALVES 21/2 65 1 31 787 157/8 403 71/4 184 9 229 163/8 416 137/8 352 91/2 241 83/8 213 1 75 34 185 84 3 80 32 813 157/8 403 7114 184 9 229,187/8 479 155/8 397 91/2 241 83/8 213 78 35.4 208 94.4 4 100 375/8 956 191/2 495 8 203 9 229 223/4 578 18114 464 11 279 71/4 184 116 52.7 306 138.9 6 150 443/4 1137 231/2 597 10 254 10 1/2 267 301/8 765 233/4 603 123/8 314 91/4 235 194 88 494 2243 8 200 603/4 1543 373/4 959 11 279 15 1/2 394 373/4 959 291/4 743 153/8 391 163/4 1163/4 426 382 173.4 858 390 10 250 633/4' 1619 373/4 959 11 279 15 1/2 394 453/4 1162 353/8 899 153/8 391 426 412 187 1 1230 558.4 Zum Industries, LLC I Wilkins 1747 Commerce Way, Paso Robles, CA U.S.A. 93446 Ph. 855-663-9876, Fax 805-238-5766 In Canada I Zum Industries Limited 3544 Nashua Drive, Mississauga, Ontario L4V 11.2 Ph. 905-405-8272, Fax 905-405-1292 www.zurn.com Rev. B Date: 12113 Document No. BF-375DA Patent No. 5, 913, 331 Product No. Model 375DA Page 1 of 2 Flow Characteristics 0 Rated flow (estabIished,y ;ppwall *ag, cics) MODEL 375DA 2 1/2", 3" & 4" (STANDARD & METRIC) FLOW RATES (us) 0.0 12.6 25.2 37.9 50.5 20 (I, 9 i - -. - .III .IIJI _____ = ---- = = [11111 . III .1111111 F1 38 (I) U, 9 a. 800 252.4 i 138 co F be 103 9 69 34 4000 Typical Installation Local codes shall govern installation requirements. To be installed in accordance with the manufacturer's instructions and the latest edition of the Uniform Plumbing Code. Unless otherwise specified, the assembly shall be mounted at a minimum of 12' (305mm) and a maximum of 30" (762mm) above adequate drains with sufficient side clearance for test- ing and maintenance. The installation shall be made so that no part of the unit can be submerged. PROTECTIVE OUTDOOR INSTALLATION Capacity thru Schedule 40 Pipe (GPM) Pipe size 5 ft/sec 7.5 ft/sec 10 ft/sec 15 ft/sec 2 1/2" 75 112 149 224 115 173 230 346 198 298 397 595 6" 450 675 900 1351 8" 780 1169 1559 2339 10" 1229 1843 2458 3687 12" 1763 2644 3525 5288 I Mill I.]Rf1liNuW.1iI[.Ji Specifications The Reduced Pressure Detector Backflow Prevention Assembly shall be ASSE® Listed 1047, and supplied with full port OS & V gate valves. The main body and access cover shall be epoxy coated ductile iron (ASTM A 536 Grade 4), the seat ring and check valve shall be NORYLTM, the stem shall be stainless steel (ASTM A 276) and the seat disc elastomers shall be EPDM. The checks and the relief valve shall be accessible for maintenance without removing the device from the line. The Reduced Pressure Detector Backflow Prevention Assembly shall be a ZURN WILKINS Model 375DA. Zum Industries, LLC I Wilkins 1747 Commerce Way, Paso Robles, CA U.S.A. 93446 Ph. 855-663-9876, Fax 805-238-5766 In Canada I Zurn Industries Limited 3544 Nashua Drive, Mississauga, Ontario L4V 1L2 Ph. 905-405-8272, Fax 905-405-1292 www.zurn.com Page 2 of 2