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2436 TOWN GARDEN RD; BLDG 15; FPC2018-0293; Permit
PERJ][T REPORT I (~~ pamm Print Date: 09/27/2022 Permit No: FPC2018-0293 Job Address: 2436 TOWN GARDEN RD, CARLSBAD, CA 92009 Status: Closed - Finaled Permit Type: FIRE-Construction Commercial Work Class•.. Fire Sprinklers Parcel #: 2132601000 Track #: Applied: 09/04/2018 Valuation: $6,311728.36 Lot #: Issued: 10/04/2018 Occupancy Group: Project #: DEV2016-0015 Finaled Close Out: 04/14/2021 #f Dwelling Units: Plan 4*: Bedrooms: Construction Type: Final Inspection: Bathrooms: Orig. Plan Check 4*: INSPECTOR: Wong, Cindy Plan Check 4*: Project Title: VIASAT BRESSI RANCH CAMPUS Description: VIASAT (BLDG 15) -SPRINKLER (669 HEADS) Applicant: FPContractor: WESTERN FIRE PROTECTION INC WESTERN FIRE PROTECTION INC MARIO MACK 13630 DANIELSON ST 13630 DANIELSON ST P0 WAY, CA 92064-6830 P0 WAY, CA 92064-6830 (858) 513-4949 (858) 513-4949 FEE AMOUNT FIRE NFPA 13 System > 100 heads (includes 1 riser) $858.00 Total Fees: $858.00 Total Payments To Date: $858.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-4665 1 760-602-8561 1 I www.carlsbadca.gov WE: E -rE: IR NI L. F' F D -r E C T I D NJ Western Fire Protection Inc. I VIASAT BUILDING 15 Contract # 3502 2436 Town Garden Road Carlsbad, CA 920099 U Material Submittal I Hydraulic Calculations & Seismic Bracing Calculations 'I I I I Provide Stamps For Approval In Space Below I I I I 13630 Danielson Street • Poway, CA 92064 • Phone: (858) 513-4949 • Fax: (858) 513-1322 F I I FILE C t "( FPC20I8-0293 2436 TOWN GARDEN RD VIASAT (BLDG 15)- SPRINKLER (669 HEADS) DEV2016-0015 2132601000 10/3/2018 FPC20I 8-0293 SECTION DESCRIPTION PRODUCTS 1. SPRINKLER HEADS TYCO UPRIGHT QR #T313Y313 TYCO PENDENT QR #TY3233 TYCO SIDEWALL QR #TY3331Y3331 FLEXHEAD 2048T-50 2. PIPING, FITTINGS & MECHANICAL COUPLINGS BULLMOOSE EDDYFLOW SCH. 10 STEEL PIPE BULLMOOSE EDDYTHREAD SCH. 40 STEEL PIPE VICTAULIC FIRELOCK GROOVED FITTINGS VICTAULIC STANDARD FITTINGS ANVIL DI THREADED FITTINGS 3. PIPE HANGERS & SUPPORTS DEWALT HANGERMATE + TOLCO FIG#25 SURGE RESTRAINT TOLCO FIG#100 ALL-THREAD ROD TOLCO FIG#200 HANGER RING TOLCO FIG#69 RETAINING STRAP TOLCO FIG#65 TOP BEAM CLAMP TOLCO FIG#78 CEILING FLANGE TOLCO FIG#70 ROD COUPLING TOLCO FIG#58 & 51 SIDE BEAM BRACKET 4. SWAY BRACING A. SWAY BRACE ATTACHMENT - TOLCO #413 67 -SWAY' BRACE ATTACHMENT - TOLCO#980 C. SWAY BRACE ATTACHMENT - TOLCO#1000 '\'7 D. SWAY BRACEATTAaMENT - TOLCO#825 5. MISCELANEOUS j POTTER ELECTRIC BELL ASSEMBLY SYSTEM SENSOR WFT WATERFLOW DETECTOR AGF TESTAN DRAIN W/ PRESSURE RELIEF VALVE ARGO FIRE SPRINKLER PRESSURE GAUGE (300 PSI) VICTAULIC #705W BUTTERFLY VALVE VICTAULIC #717 CHECK VALVE ARGCO FIRE SPRINKLER IDENTIFICATION SIGNS ARGOC FIRE SPRINKLER CABINET ARGCO FIRE SPRINKLER CALC CARDS *MATERIALS MAY BE SUBSTITUTED WITH LISTED EQUAL DUE TO PRODUCT AVAILABILITY [1 I tqcn Fire Protection Products Worldwide I www.tyco-fire.com Contacts Series TYFRB, 56 K-factor Upright, Pendent, and Recessed Pendent Sprinklers Quick Response, Standard Coverage LII I I LI I I I I I I I I I I I I 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 applicable, 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 TFP700 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 damage a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. I Page I of 4 NOTICE The TYCO Series TY-FRB Sprinklers described herein must be installed and maintained in compliance with this document, as well as with the applicable standards of the National Fire Protection Association, in addition to the standards of any other authori- ties having jurisdiction. Failure to do so may impair the performance of these devices. The owner is responsible for main- taining their fire protection system and devices in proper operating con- dition. Contact the installing contrac- tor or product manufacturer with any questions. Sprinkler Identification Number (SIN) TY313 .....Upright 5.61K, 1/2" NPT TY323 .....Pendent 5.61K, 1/2" NPT Technical Data Approvals Refer to Table A 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 Underwriters Laborato- ries, Inc. )UL). Discharge Coefficient K=5.6 GPM/psi½ (80,6 LPM/barh/2) Temperature Rating Refer to Table A Finishes Sprinkler: Refer to Table B Recessed Escutcheon: White Coated, Black 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 JULY 2017 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 recognized 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. TFPI72 I LI [1 LI I TFPI72 I 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* 5 7/16 _______ I NOMINAL WF 4 I 1 (11,1 mm) MAKE-IN ____ (50,8 mm) 2" 3 (50,8 mm) (34,9 mm) L Fl 2 1/2 NPT** DEFLECTOR* -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 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 bubble 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) tem- perature ratings. A leak-tight 1/2 inch NPT sprinkler joint should be obtained by applying a minimum 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 Pendent 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. 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 sprinkler 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 finishing, slide on the Style 15 or Style 20 Closure over the Series TY-FRB Sprinkler and push the Closure over the Mounting Plate until its flange comes in contact with the ceiling. ^WRENCH RECESS / (USE 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 I I I I I I [1 I I I I I I TFPI72 Page 3 of 4 I 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 leaking or exhibiting visible signs of corrosion 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 damage to the sprinklers before, during, and after installation. Sprin- klers damaged by dropping, striking, wrench twist/slippage, or the like, must be replaced. Also, replace any sprin- kler that has a cracked bulb or that has lost liquid from its bulb. (Ref. Installa- tion 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 Asso- ciation (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. Contact the install- ing contractor 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, indicate the full product name and Part Number (P/N). Sprinkler Assemblies with NPT Thread Connections Specify: Series TY-FRB Upright or Pendent (specify) Sprinkler, SIN (specify), K=5.6, Quick Response, (specify) temperature rating, (specify) finish, P/N (specify, refer to Table A). Recessed Escutcheon Specify: Style 15 Recessed Escutch- eon 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 I I I I I I LI [1 I I I I r I I LI I 2-7/8 DIA. (73,0 mm) 2-1/4' 01k FACE OF (57,2 mm) 5/8" (15,9 mm) SPRINKLER FITTING F~ 3/8±5/16" (9,5±7,9 mm) FLUSH / MOUNTING 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 (TY323) 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. 1/2(12,7mm) (7,9 5/16±1/4' \ _____________ ±6,4 mm) FITTING (57,2 mm) FLUSH Al /71 1 I MOUNTING 1/8" J 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 SPRINKLER FINISH (See Note 7) K FACTOR TYPE TEMPERATURE BULB LIQUID COLOR NATURAL BRASS I CHROME PLATED POLYESTERC 135°F (57°C) Orange UPRIGHT (TY313) and 1,2, 3,4,5, 6 155°F(68°C) Red 175°F (79°C) Yellow 5.6 1/2" NPT PENDENT (TY323) 200°F (93°C) Green 286°F (141°C) Blue ________________ 135°F (57°C) Orange RECESSED PENDENT (TY313) Figures 4a and 5b 1,2,3,4 155°F (68°C) Red 175°F (79°C) Yellow 200°F(93°C) Green Notes: Listed by Underwriters Laboratories, Inc., (UL) as Quick Response Sprinklers. Listed by Underwriters Laboratories, Inc., for use in Canada (C-UL) as Quick Response Sprinklers. - - 3. Approved by FactoryMutualResearch Corporation FM) as Quickespojrlse Sprinklers. - - - -- - Approved by the City of New York under MEA 354-01-E. VdS Approved (For details, contact TYCO Fire Protective Products, Enschede, Netherlands, Tel. 31-53-428-4444/Fax 31-54-428-3377.) Approved by the Loss Prevention Certification Board (LPCB Ref. No. 094a/06) as Quick Response Sprinklers. Where Polyester Coated Sprinklers are noted to be UL and C-UL Listed, the sprinklers are UL and C-UL Listed as Corrosion-Resistant Sprinklers. Installed with Style 15(1/2" NPT) 5/8" Total Adjustment Recessed Escutcheon, as applicable. Installed with Style 20(1/2" NPT) 1/2" Total Adjustment Recessed Escutcheon, as applicable. C. Frame and Deflector only. Listings and approvals apply to color (Special Order). TABLE A LABORATORY LISTINGS AND APPROVALS FOR 5.6 K-FACTOR SPRINKLERS PIN*77_X(X_)._XXX SIN 1 3 SPRINKLER FINISH NATURAL BRASS PURE WHITE (RAL9010)°° POLYESTER I 370 I 5.6K UPRIGHT (1/2'NPT) TY313 371 5.6K PENDENT (1/2"' NPT) TY323 * Use suffix "I" for ISO 7-1 connection; SIGNAL WHITE (RAL9003) for example, 77-370-4-175-I POLYESTER JET BLACK (RAL9005) POLYESTER 9 CHROME PLATED Eastern Hemisphere sales only TABLE B SERIES TY-FRB UPRIGHT AND PENDENT SPRINKLERS PART NUMBER SELECTION I TEMPERATURE _[ RATINGS 135 135°F(57°C) 155 155-F (68-C) 175 175-F (79-C) 200 200°F (93°C) 286 286-F (141-C) GLOBAL HEADQUARTERS 11400 Pennbrook Parkway, Lansdale, PA 19446 I Telephone +1-215-362-0700 Copyright © 2017 Tyco Fire Products, LP. All rights reserved. tqco TEFLON is a registered trademark of DuPont Fire Protection Products I I tqco Fire Protection Products Worldwide Contacts I www.tyco-fire.com Series TYFRB - 56 K-factor Horizontal and Vertical Sidewall Sprinklers Quick Response, Standard Coverage I I I F] General Description The Series TY-FRB, 5.6 K-factor, Hori- zontal and Vertical Sidewall Sprinklers described in this data sheet are quick response -standard coverage,-dec- orative 3 mm glass bulb type spray sprinklers designed for use in light and ordinary hazard, commercial occu- pancies such as banks, hotels, shop- ping malls, etc. They are designed for installation along a wall or the side of a beam and just beneath a smooth ceiling. Sidewall sprinklers are com- monly used instead of pendent or upright sprinklers due to aesthetics or building construction considerations, where piping across the ceiling is not desirable. The recessed version of the Series TY-FRB Horizontal Sidewall Sprinkler is intended for use in areas with a fin- ished wall. It uses a two-piece Style 10 Recessed Escutcheon with 1/2 inch (12,7 mm) of recessed adjustment or up to 3/4 inch (19,1 mm) of total adjust- ment from the flush sidewall position, or a two-piece Style 20 Recessed Escutcheon with 1/4 inch (6,4 mm) of recessed adjustment or up to 1/2 inch (12,7 mm) of total adjustment from the flush sidewall position. The adjustment provided by the Recessed Escutcheon reduces the accuracy to which the fixed pipe nipples to the sprinklers must be cut. Corrosion resistant coatings, where applicable, are utilized to extend the life of copper alloy sprinklers beyond that which would otherwise be obtained 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 installation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. when exposed to corrosive atmo- spheres. Although corrosion resistant coated sprinklers have passed the standard corrosion tests of the appli- cable approval agencies, the testing is not representative of all possible cor- rosive atmospheres. Consequently, it is recommended that the end user be consulted with respect to the suit- ability of these coatings for any given corrosive environment. The effects of ambient temperature, concentration of chemicals, 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. NOTICE The Series TY-FRB Sprinklers described herein must be installed and maintained in compliance with this document, as well as with the applicable standards of the National Fire Protection Association, in addition to the standards of any other authori- ties having jurisdiction. Failure to do so may impair the performance of these devices. The owner is responsible for main- taining their fire protection system and devices in proper operating con- dition. Contact the installing contrac- tor or product manufacturer with any questions. Sprinkler Identification Numbers TY3331 - Horizontal TY3431 - Vertical I I I Page 1 of 6 DECEMBER 2016 TFPI76 1 - Frame 2 - Button 3 - Sealing Assembly 4 - Bulb 5 - Compression Screw 6 - Deflector * DEFLECT( HAT 0' WRENCH 1/2 ** FLATS NPT 11,11 mm) I •_ NOMINAL MAKE-IN I 1-1/2 (38,1 mm) 2-3/16 (55,6 mm) STYLE ESCUTCHEON ** Pipe thread 10 or 20 PLATE SEATING connections per RECESSED SURFACE ISO 7-1 can be ESCUTCHEON provided on I special request. 2-7/8 DIA. (73,0 mm) FIGURE 1 5.6 K-FACTOR QUICK RESPONSE SERIES TY-FRB HORIZONTAL SIDEWALL (TY3331) SPRINKLERS 9/16 (14,3 mm) CENTERLINE OF SPRINKLER WATERWAY * Temperature rating is indicated on Deflector. TFPI76 Page 2 of 6 Finishes Sprinkler: Refer to Table C Recessed Escutcheon: Signal or Pure White, Jet Black, Chrome Plated, or Brass Plated Physical Characteristics Frame ............................Bronze Button ......................Brass/Copper Sealing Assembly.. Beryllium Nickel w/TEFLON Bulb...............................Glass Compression Screw .................Bronze HSW Deflector .....................Bronze VSW Deflector.....................Copper 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 Series TY-FRB, 5.6 K-factor, Hor- izontal and Vertical Sidewall Sprin- klers are intended for fire protection systems designed in accordance with the standard installation rules rec- ognized by the applicable Listing or Approval agency (e.g., 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 10 or 20 Recessed Escutcheon, as applicable, is to be used for recessed horizontal installations. Ins.tailation. The Series TY-FRB, 5.6 K-factor, Hori- zontal and Vertical Sidewall Sprinklers must be installed in accordance 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 bubble should be present. The diameter of the air bubble is approximately 1/16 inch (1,6 mm) for the 135°F (57°C) to 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 with a torque of 7 to 14 ft.-lbs. (9,5 to 19,0 Nm). Higher levels of torque may distort the sprin- kler and cause leakage or impairment of the sprinkler. Do not attempt to make-up for insuf- ficient adjustment in the escutcheon plate by under-or over-tightening the sprinkler. Readjust the position of the sprinkler fitting to suit. Series TY-FRB Horizontal and Vertical Sidewall Sprinkler Installation The Series TY-FRB Horizontal and Vertical Sidewall Sprinklers must be installed in accordance with the fol- lowing instructions. Step 1. Horizontal sidewall sprinklers are to be installed in the horizontal position with their centerline of water- way perpendicular to the back wall and parallel to the ceiling. The word "TOP" on the Deflector is to face towards the ceiling. Vertical sidewall sprinklers are to be installed in the pendent or upright position with the arrow on the Deflec- tor pointing away from the wall. Technical Data Approvals UL and C-UL Listed. FM Approved LPCB Approved NYC Approved. (Refer to Table A for complete approval information including corrosion resistant status.) Maximum Working Pressure Refer to Table B Discharge Coefficient K=5.6 GPM/psi112 (80,6 LPM/barl'2) Temperature Ratings Refer to Table A ARROW MUST POINT AWAY 7/16 FROM AND BE (11,1 mm) PERPENDICULAR NOMINAL TOTHE BACK MAKE-IN WALL SURFACE 6* FLOW 5 .LJ\55'6 mm) RENCH FLATS 7 i ESCUTCHEON PLATE SEATING SURFACE F - 2-3/16 (55 6 mm) 1-1/2 (38,1 m 1/2' ** NPT SHOWN SHOWN CROSS PENDENT UPRIGHT SECTION FIGURE 2 5.6 K-FACTOR QUICK RESPONSE SERIES TY-FRB VERTICAL SIDEWALL (TY3431) SPRINKLERS TFPI76 Page 3 of 6 Step 2. With pipe thread sealant applied 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 6 Sprinkler Wrench (Ref. Figure 5), With reference to Figure 1 or 2, the W-Type 6 Sprinkler Wrench is to be applied to the wrench flats. Series TY-FRB Recessed Horizontal Sidewall Sprinkler Installation The Series TY-FRB Recessed Horizon- tal Sidewall Sprinklers must be installed in accordance with this section. Step A. Recessed horizontal sidewall sprinklers are to be installed in the hori- zontal position with their centerline of waterway perpendicular to the back wall and parallel to the ceiling. The word "TOP" on the Deflector is to face towards the ceiling. Step B. After installing the Style 10 or 20 Mounting Plate over the sprinkler threads, hand tighten the sprinkler into the sprinkler fitting. Step C. Tighten the sprinkler into the sprinkler fitting using only the W-Type 7 Recessed Sprinkler Wrench (Ref. Figure 6). With reference to Figure 1, the W-Type 7 Recessed Sprinkler Wrench is to be applied to the sprin- kler wrench flats. Step D. After the ceiling has been installed or the finish coat has been applied, slide on the Style 10 or 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 Series TY-FRB, 5.6 K-factor, Hori- zontal and Vertical Sidewall Sprinklers must be maintained and serviced 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, permission to shut down the affected fire protection system must be obtained from the proper authorities and all personnel who may be affected by this action must be notified. Absence of an escutcheon, which is used to cover a clearance hole, may delay the time to sprinkler operation in a fire situation. Sprinklers that are found to be leaking or exhibiting visible signs of corrosion must be replaced. * Temperature ** Pipe thread rating is connections indicated on per ISO 7-1 can Deflector, be provided on special request. 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 damage to the sprinklers before, during, and after installation. Sprin- klers damaged by dropping, striking, wrench twist/slippage, or the like, must be replaced. Also, replace any sprin- kler that has a cracked bulb or that has lost liquid from its bulb. (Ref. Installa- tion Section). 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. Frequent visual inspections are rec- ommended to be initially performed for corrosion resistant coated sprin- klers, after the installation has been completed, to verify the integrity of the corrosion resistant coating. Thereafter, annual inspections per NFPA 25 should suffice; however, instead of inspecting from the floor level, a random sampling 1 - Frame 4 - Bulb 7 - Ejection 2 - Button 5 - Compression Spring 3 - Sealing Screw Assembly 6 - Deflector* of close-up visual inspections should be made, so as to better determine the exact sprinkler condition 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 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 Asso- ciation (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. Contact the install- ing contractor or product manufacturer with any questions. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspec- tion Service in accordance with local requirements and/or national codes. TFPI76 Page 4 of 6 5/8±1/4" - (15,9±6,4 mm) MOUNTING FACE OF SURFACE _ SPRINKLER FITTING CLOSURE 2-7/ 8" DIA. SERIES (73,0 mm) TY-FRB 2-1/4' DIA. MOUNTING (57,2 mm) PLATE (3,2 mm) 1-1/4(31,8mm) 3/4(19,1 mm) 3/4' (19,1 mm) 1/4" (6,4 mm) FIGURE 3 SERIES TY-FRB RECESSED HORIZONTAL SIDEWALL SPRINKLER WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON 1/2±1/8" - (12,7±3,2 mm) MOUNTING FACE OF SURFACE SPRINKLER FITTING CLOSURE-.. I 2-7/8' DIA. SERIES (73,0 mm) TY-FRB DIA. mm) MOUNTING PLATE L 1/8" I (3,2 mm) 1-1/4" (31,8 mm) 1/2" (12,7 mm) 1" (25,4 mm) 1/4" (6,4 mm) FIGURE 4 SERIES TY-FRB RECESSED HORIZONTAL SIDEWALL SPRINKLER WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON WRENCH RECESS (END "A" USED FOR 60 1/2' NPT MODELS) FIGURE 5 W-TYPE 6 SPRINKLER WRENCH WRENCH RECESS PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 6 W-TYPE 7 RECESSED SPRINKLER WRENCH TFPI76 Page 5 of 6 SPRINKLER FINISH (See Note 11) K TYPE TEMP. BULB LIQUID NATURAL BRASS PLATED POLYESTER*** LEAD COATED 135°F (57°C) Orange 155°F(68°C) Red HORIZ. 175°F (79°C) Yellow SIDEWALL 1,2, 3, 4, 9, 10 1,2, 3, 9 1, 2,3, 9 (TY3331) 200°F (93°C) Green 286°F (141°C) Blue 5.6 RECESSED 135-F (57-C) Orange 155°F(68°C) Red 1/2" NPT HORIZ. SIDEWALL (TY3331)* 1, 2, 4, 9, 10 1, 2, 9 N/A 175°F (79°C) Yellow Figure 3 200°F (93°C) Green RECESSED 135°F (57°C) Orange 155°F(68°C) Red HORIZ. SIDEWALL (TY3331)** 1, 2, 3, 4, 9 N/A 175°F (79°C) Yellow Figure 4 200°F (93°C) Green VERTICAL 135°F (57°C) Orange 155-F (68-C) Red 5.6 SIDEWALL 175°F (79°C) Yellow 1/2" Installed 5, 6, 7, 8, 9 5, 6, 7, 9 NPT Pendent or 200°F (93°C) Green Upright 286°F (141°C) Blue NOTES: Listed by Underwriters Laboratories, Inc. (UL) as Quick Response Sprinklers for use in Light and Ordinary Hazard Occupancies at a 4 to 12 inch (100 to 300 mm) top of deflector to ceiling distance. Listed by Underwriters Laboratories Inc. for use in Canada (C-UL) as Quick Response Sprinklers for use in Light and Ordinary Hazard Occupancies at a 4 to 12 inch (100 to 300 mm) top of deflector to ceiling distance. Approved by Factory Mutual Research Corporation (FM) as Quick Response Sprinklers for use in Light Hazard Occupancies at a 4 to 12 inch (100 to 300 mm) top of deflector to ceiling distance. Approved by the Loss Prevention Certification Board fl-PCB Ref. No. 007a/04) at a4 to 6 inch (100 to 150 mm) top of deflector to ceiling distance. The LPC does not rate the thermal sensitivity of horizontal sidewall sprinklers. Listed by Underwriters Laboratories, Inc. as Quick Response Sprinklers for use in Light and Ordinary Hazard Occupancies. Listed by Underwriters Laboratories for use in Canada (C-UL) as Quick Response Sprinklers for use in Light and Ordinary Hazard Occupancies. Approved by Factory Mutual Research Corporation (FM) as Quick Response Sprinklers for use in Light Hazard Occupancies. Approved by the Loss Prevention Certification Board (LPCB Ref. No. 094a/06 & 007a/04) as Quick Response Sprinklers. Approved by the City of New York under MEA 354-01-E. 10.Approved by the Loss Prevention Certification Board )LPCB Ref. No. 094a/06) at a 4 to 6 inch (100 to 150 mm) top of deflector to ceiling distance. The LPC does not rate the thermal sensitivity of horizontal sidewall sprinklers. Where Polyester Coated and Lead Coated Sprinklers are noted to be UL and C-UL Listed, the sprinklers are UL and C-UL Listed as Corrosion Resistant Sprinklers. Where Lead Coated Sprinklers are noted to be FM Approved, the sprinklers are FM Approved as Corrosion Resistant Sprinklers. • Installed with Style 10(1/2" NPT) 3/4" Total Adjustment Recessed Escutcheon. "Installed with Style 20)1/2" NPT) 1/2" Total Adjustment Recessed Escutcheon. Frame and deflector only. TABLE A LABORATORY LISTINGS AND APPROVALS TFPI76 Page 6 of 6 SPRINKLER FINISH K TYPE NATURAL BRASS I CHROME PLATED I POLYESTER LEAD COATED HORIZONTAL SIDEWALL 250 PSI (17,2 BAR) (TY3331) or 175PS1 (12,1 BAR) RECESSED RECESSED HORIZ. 5.6 NPT SIDEWALL (TY3331) (SEE NOTE 1) VERTICAL SIDEWALL r_ 175 PSI (12,1 BAR) (TY3431) NOTES: 1. The maximum working pressure of 250 psi (17,2 bar) only applies to the Listing by Underwriters Laboratories, Inc. (UL); the Listing by Underwriters Laboratories, Inc. for use in Canada (C-UL); and, the Approval by the City of New York. TABLE B MAXIMUM WORKING PRESSURE PIN 57 —XXX —X —XXX SIN SPRINKLER I TEMPERATURE I FINISH RATINGS 378 HORIZONTAL SIDEWALL TY3331 1 NATURAL BRASS 135 135°F (57°C) 375 VERTICAL SIDEWALL 1Y3431 3 PURE WI-BTE(RAL9O1O)° 155 155°F (68°C) POLYESTER SIGNAL WHITE (RAL9003) 175 175°F (79°C) POLYESTER JET BLACK (RAL9005)** 200 200°F (93°C) POLYESTER 7 LEAD COATED 286 286°F (141°C) 9 CHROME PLATED Eastern Hemisphere sales only. Available in 155F (68CC) or 200F (93CC) temperature rating only. TABLE C PART NUMBER SELECTION SERIES TY-FRB HORIZONTAL AND VERTICAL SIDEWALL SPRINKLERS 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 Number (P/N). Sprinkler Assemblies with NPT Thread Connections: Specify: Series TY-FRB (specify SIN), (specify K-factor), (specify) Horizontal Sidewall or Vertical Sidewall Sprinkler, Standard Response, Standard Cov- erage, (specify) temperature rating, (specify) finish or coating, P/N (specify from Table C) Recessed Escutcheon Specify: Style (10 or 20) Recessed Escutcheon 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 11400 Pennbrook Parkway, Lansdale, PA 19446[ Telephone +1-215-362-0700 Copyright © 2016 Tyco Fire Products, LP. All rights reserved. tqco TEFLON is a registered trademark of DuPont Fire Protection Products 12? ? - - 4!y J 15 A1b S \) We invented the concept of ftexibl6llre protectionTM The FlexHea& Advantage FLEXI-IEAD® QUALITY FLEXHEAD® FEATURES Best corrosion resistance • Is seismically qualified for use, Made from 100% 304 stainless steel eliminating the need for an oversized Excellent friction loss values ring around the sprinkler head in One-inch true-bore ID reducing the seismic areas need to upsize mains and branch lines, • Has the same product design that is 11/4" available dual listed by both UL and FM Pressure surge protection - • Can be produced domestically to Fully braided connection improves pressure meet all your project requirements capability and prevents hose damage • Has serial identification with complete Highest maximum working pressure audit tracking of finished goods Rated up to 300 psig • Has a comprehensive limited warranty No 0-rings or gaskets backed by an A++ insurance company Welded connections reduce potential leak • Offers a variety of flexible fire sprinkler points at the inlet and outlet fitting connections, suspended ceilings, gypsum lightest thread tolerances board ceilings,institutional applications, Outlet fitting threads are machined from cleanroom and duct applications solid bar stock reducing potential leaks • Offers 1.25" FlexHead® hose for superior at the sprinkler head fit-up friction loss numbers Extra stability Bracket has a full 6-inch base to stabilize the sprinkler head during installation, pressurization or activation - -- - ____________• -.-.-----.. -• - * F ________________________________ • 4.--- TBJLIE4FLGiOJNiiiENiii Introduction 2 Table of Contents 3 Installation Instructions 4-7 - - NFPA 13 Code Language and Seismic Qualification 8-9: / I Friction Loss Data and Specifications / ,1 0. -/11 Suspended Ceiling Detail / 12 I Hose Specification Sheet 13 I Bracket Specification Sheet / 14 FlexHead® Commercial Products 15 I FlexHead® Sprinkler Hose Fittings . ( 16 Warranty 'J 17 I I 7/ i . I 1 7, Whether your application is commercial, industrial, clean room, or institutional, FlexHeaci® flexible sprinkler systems can save you time and money by offering reliable, I highly efficient, seismically qualified, and environmentally responsible products. I U.S. and international patents pending: #6,123,154, #6,119,784, #6,752,218, #7,032,680, #6,488,097. I The FlexHead® name and logo are trademarks of FlexHead Industries, Inc. FGG/BM/CZTM System Compatible indicates that this product has been tested, and is monitored on an ongoing basis, to assure its chemical compatibility with FlowGuard Gold®, BlazeMaster® and Corzan® pipe and fittings. FGG/BM/CZ, FlowGuard Gold®, I BlazeMaster®, and Corzan® are licensed trademarks of The Lubrizol Corporation USGBC and LEED are registered trademarks of the U.S. Green Building Council. The FlexHead® Commercial Products have been tested and evaluated by Spears® for acceptable use with FlameGuard® CPVC Fire Sprinkler products. I FLExHEAIY 800.829.6975 INDUSTRIES1..) ,oAat1 Installation of FlexHead® Commercial Ceiling Flexible Sprinkler Drop System For use with FlexHead® hoses; 2024T, 2036T, 2048T, 2060T, 2072T 2024ET, 2036ET, 2048ET, 2060ET, 2072ET We invented the concept of flexible fire protectionTM 'I T-Bar Ceiling Grid Installation The bracket is designed for use on ceiling grids conforming to ASTM 0635. Locate the center of the ceiling tile marking, then align the screw hole for true center of tile installation. Clip the bracket on the T-Bar Ceiling Grid. Center of the leg section must be on the outside of the T-Bar (Figure 1). Secure each bracket leg to the T-Bar with #2 Head self tapping screw. Fig. 1 MPO Bracket Shown _ .' I I I FlexHead® Flexible Hose Installation Apply Teflon® tape and pipe sealant to the 1" NPT thread. Install into branch outlet. Any direction is acceptable, ensure the hose is allowed at least one bend per installation to allow for seismic movement. Tighten hose using the pipe drop section, never apply a wrench to the braided hose for installation. Do not wrench on braided hose A FLExHEArI INDU S T R I E S .,Aatkore www.flexhead.com I U.S. and International Patent Pending: #6,123,154, #6,119,784, #6,752,218, #7,032,680, #6,488,097 Secure the FlexHead® Sprinkler Drop to the Bracket Maneuver the flexible sprinkler drop from the branch to the bracket. Review that the hose length, number of bends, and bend radius are applicable for the installation per NFPA guidelines. (See corresponding hose technical data sheet for installation information on pages 10-11.) The bracket has an open hub for ease of installation. Open the hinge apparatus by turning the locking shaft 1/4 turn. Slide the flexible hose into the hub. Ensure the drop is vertical and the SS Flexible® hose is not applying a substantial moment on the bracket, causing sprinkler misalignment. Latch the hinge door close and adjust the sprinkler drop for desired ceiling height. Tightening the set screw till hand tight plus 1 full revolution, (100 in-Ibs). Install desired sprinkler head per the manufacturer's installation instructions. .1 Fig. 3 MPO Bracket Shown Bracket Adjustment for Multiple Positions 1. MPO Hub Adjustment - Remove the nut and screw on the hub assembly. Slide out the tab and move to desired position. Insert tab into square opening at desired position and install screw from below. Install nut and tighten to hand tight plus one turn. 4L -fl1@ET) Q 2. ADO Hub Adjustment - Loosen screw and nut on each side of the hub, do not remove. Slide the hub to the desired position and tighten screw on each side. Tighten the nut to hand tight plus one turn. I I I I 11 I I I I 1 Ii Ii Iii I I I I 800.829.6975 FLEXHFAr! I N D U S T R I E S LK5:1 Secure the FlexHead® Sprinkler Drop to MPT Bracket We invented the concept of flexible fire protectionTM I r , - -SA F, lu OHIO, B- K. ITI Installation of FlexHead® Commercial Ceiling Flexible Sprinkler Drop System Multi Position Tall Bracket (,MPT) TO Red Bar ADJT-24-BKT is approved for use with the standard FlexHead® Flexible Sprinkler hose. See corresponding technical data sheet for installation information. - _ FlexHead®StandarcLTalI. 2024T, 2036T, 2048T, 2060T, 2072T -051- ~—~ FlexHead® Flexible Hose Installation Apply Teflon® tape and pipe sealant to the 1" NPT thread. Install into branch outlet. Any direction is acceptable, ensure the hose is allowed at least one bend per installation to allow for seismic movement. Tighten hose using the pipe drop section, never apply a wrench to the braided hose for installation. (Fig. 2) I I I ru El I FlexHead® Standard Tall Elbow 2024ET, 2036E1, 2048ET, 2060ET, 2072ET The MPT bracket is set for 24" center of tile installation. (See next page for additional installation configurations) T Bar Ceiling Grid Installation The MPT bracket is designed for use on ceiling grids conforming to ASTM C 635. A. Locate the center of the ceiling tile marking, align the offset screw with that marking for true center of tile installation. Insert one bracket leg at a time, applying a downward pressure on the bracket leg and T-Bar, screw the self-tapping screw using a #2 square head driver. Place the second leg on the T-Bar and repeat process. (Fig. 1) Maneuver the flexible sprinkler drop from the branch to the MPT bracket. Review that the hose length, number of bends, and bend radius are applicable for the installation per NFPA guidelines. (See Corresponding hose technical data sheet for installation information on pages 10-11.) The MPT bracket has an open hub for ease of installation. Open the hinge apparatus by turning the locking shaft 1/4 turn. Slide the flexible hose drop into the hub. Ensure the drop is vertical, and the SS Flexible hose is not applying a substantial moment on the bracket causing sprinkler misalignment. Latch the hinge door close and adjust the sprinkler drop for desired ceiling height. Tightening the set screw till hand tight plus 2 full revolutions, (130 in-Ibs). (Fig. 3a and 3b) Install desire sprinkler head, per the manufactures installation instructions. 1 I HI I I I I I I IL F.AIILALJ N 0 US T R I E S Do not wrench on braided hose www.flexhead.com I I I 1 I I I I I I I I I I I I I I Ceiling Tile Installation The flexible sprinkler drop system with MPT Bracket is able to be installed prior to the ceiling tile installation, preventing the need for sprinkler contractor tile adjustment. For ease of tile installation, cut the largest sprinkler hole recommended by the manufacture. The largest hole that is still covered by the sprinkler escutcheon allows for an easier install. Angle the tile at 45 degree and push the tile through the hole and up above the ceiling T-bar, maneuver the tile and allow it to drop in the proper location. (Fig. 4) -- - ---,- ,,__ -. Zoe- Installation Complete - -L / c5 800.829.6975 Installation Configuration U.S and International Patent Pending: #6,123,154, #6,119,784, #6,752,218, #7,032,680, #6,488,097 FLExHEAD I N 0 U S T R I E S I 24" Tile - 24/4 Quarter Mark Position 16" Tile - 16/2 Center Position 16" Metal Stud (Web Size > 5") Center Position 14-1/2" Wood Stud Center Position We invented the concept of flexible fire protection' I E1Ei\ ¶JJ 9M ftE @1IJJ1 I NFPA 13 STANDARD FOR INSTALLATION OF SPRINKLER SYSTEMS 2016 EDITION 9.2.1.3.3 Flexible® Sprinkler Hose Fittings. 9.2.1 .3.3.1 Listed flexible sprinkler hose fittings and their anchoring components intended for use in installations connecting the sprinkler system piping to sprinklers shall be installed in accordance with the requirements of the listing, including any installation instructions. 9.2.1 .3.3.2 When installed and supported by suspended ceilings, the ceiling shall meet ASTM C 635, Standard Specification for the Manufacture, Performance, and Testing of Metal Suspension Systems for Acoustical Tile and Lay-In Panel Ceilings, and shall be installed in accordance with ASTM C 636, Standard Practice for Installation of Metal Ceiling Suspension Systems for Acoustical Tile and Lay-In Panels. 9.2.1 .3.3.3 When flexible sprinkler hose fittings exceed 6 ft (1.83 m) in length and are supported by a suspended -t6 ceiling in accordance with 9.2.1 .3.3.2, a hanger(s) attached to the structure thalibé requiredensuTè I that the maximum unsupported length does not exceed 6 ft. (1.83 m). 9.2.1 .3.3.4 Where flexible sprinkler hose fittings are used to connect sprinklers to branch lines in suspended ceilings, a label limiting relocation of the sprinkler shall be provided on the anchoring component. A. 9.2.1 .3.3.3 The committee evaluation of flexible sprinkler hose fittings supported by suspended ceilings was based on a comparison of the weight of a 6 ft, 1 in (1.8 m) diameter Schedule 40 water-filled unsupported armover weighing approximately 13 lb (5.9 kg) to the weight of a 6 ft, 1 in. (1.8 m) diameter water-filled flexible hose fitting weighing approximately 9 lb (4.1 kg). The information provided to the committee showed that the maximum load shed to the suspended ceiling by the flexible hose fitting was approximately 6 lb (2.7 kg) and that a suspended ceiling meeting ASTM C 635, Standard Specification for the Manufacture, Performance, and Testing of Metal Suspension Systems of Acoustical Tile and Lay-In Panel Ceilings, and installed in accordance with ASTM C 636, Standard Practice for Installation of Metal Ceiling Suspension Systems for Acoustical Tile and Lay-In Panels, can substantially support that load. In addition, the supporting material showed that the flexible hose connection can be attached to the suspended ceilings because it allow the necessary deflections under seismic conditions. I A.9.2. 1 .3.3.4 An example of language for the label is as follows: CAUTION: DO NOT REMOVE THIS LABEL. Relocation of this device should only be performed by qualified and/or licensed individuals that are aware of the original system design criteria, hydraulic criteria, sprinkler head listing parameters, and knowledge of the state and local codes including NFPA 13 installation standards. Relocation of the device without I this knowledge could adversely affect the performance of this fire protection and life safety system. Reproduced with permission from NFPA 13-2016, Standard for the Installation of Sprinkler Systems, Copyright(D 2015, National Fire Protection Association. This reprinted material is not the complete and official position of the NFPA on the referenced subject, which is represented only by the standard in its entirety. Ki FLExHEAIY INDUSTRIES2.') www.flexhead.com .Aatkore I I Typically, each unit consists of a threaded pipe nipple for connecting to the main or branch feeder line, a flexible hose in standard lengths, a reducing fitting that the sprinkler head attaches to, and a mounting bracket. The FlexHead® hose allows the head to move in any direction during a seismic event without causing damage to the sprinkler system. I Mounting Bracket 11 I Ceiling Tile I FlexHead® Industries recently satisfactorily completed full-scale seismic qualification testing at the Structural I Engineering Earthquake Simulation Laboratory located at the State University of New York at Buffalo. Tests were conducted using the International Code Council (ICC) acceptance criteria "ICC-ES AC-1 56 Seismic Qualification Testing of Nonstructural Components". More than 90% of the states in the U.S. are adopting the International Building Code (IBC) that address, among other things, the installation of fire sprinkler systems in seismic zones. The latest version of the IBC defers to ASCE 7 for the sprinkler/ceiling design in Seismic Design Categories 9SDC)C and D, E&F. In Seismic Design Category C, suspended ceilings are to be designed and installed in accordance with Ceilings & Interior Systems Construction Association (CISCA) recommendations for Zones 0-2; and sprinkler heads and other penetrations shall have a minimum of 1/4-inch clearance on all sides. In Seismic Design Categories D, E & F, suspended ceilings are to be designed and installed in accordance with CISCA recommendations for seismic Zones 3 and 4 with some additional requirements. Except where rigid braces are used to limit lateral deflections, sprinkler heads and other penetrations shall have a 2-inch oversized ring, sleeve, or adapter through the ceiling to allow for free movement of at least 1 inch of ceiling movement in all horizontal directions. Flexible sprinkler connection provide characteristics that exceed the most stringent seismic code requirements. The flexibility of the hose allows the head to move with the ceiling in any direction during a seismic event without causing damage to the sprinkler system. FL EXHFA U 800.829.6975 I N 0 U S T R I F S ...Aatkore We invented the concept of flexible fire protectionTM I I I U Maximum Max Rated Minimum Bend Outlet Hose Number of Equivalent Length of lin. Diameter Schedule 40 Pipe )Ft) Pressure Radius Model Orifice Assembly _______ 90Bends PSI (Kpa) ___________________ Number Size Length - - - (FM) (FM) (FM) (FM) (FM) (FM) UL FM in (cm) in (mm) FM UL UL FM 5.6k-factor 8.0k-factor 111.2k-factor 14.0k-factor i 16.8k-factor 22.4k-factor PSI : PSI in (mm) in (mm) Ft (m) Ft (m) Ft (m) Ft (m) Ft (ml Ft (m) Ft (m) (Kpa) L (Kpa) 1" INTERNAL DIAMETER (ID.) HOSE SERIES 11 18.4)5.6) 7.7 (2.3) 7.6)2.3) 16 26.6(8.1) 11.5)3.5) 11.5)3.5) 24 30.3(9.2) 15.3)4.6) 15.4)4.7) - - I - 175 (1205) 175 (1205) 29 35.8)10.9) 19.1 (5.8) 19.3)5.8) 35 45.6)13.9) 23.0)7) 23.2)7) - - - 2024T-50 24(610) 3 1 20361-50 36 (914) 3 2 20481-50 (127) 48)1219) (200) (762) 2060T-50 60 (1524) 4 4 20721-50 72 (1828) 4 4 20241-75 24)610) 3 1 2036T-75 36)914) 3 2 2048T-75 (1.90) 48)1219) (200) 762) 2060T-75 60 (1524) 4 4 20721-75 72 (1828) 4 4 2024ET-50 24 (610) 3 1 2036ET-50 36)914) 3 2 2048E1-50 (127) 48 (1219) 8)200) (762) 2060ET-50 60 (1524) 4 4 2072ET-50 72 (1828) 4 4 2024ET-75 24 (610) 3 1 2036ET-75 36)914) 3 2 2048E1-75 (1.90) 48 (1219) (200) (762) 4 3 2060ET-75 60)1524) 4 4 2072ET-75 72 (1828) 4 4 2024E-50 24)610) 3 1 2036E-50 36)914) 3 2 2048E-50 (1.27) 48 (1219) (200) (76.2) 2060E-50 60 (1524) 4 4 2072E-50 72 (1828) 4 4 12 - - - 14.7 (4.5) 7.1 (2.1) 18 - - 21.5)6.5) 21.6)6.6) 21.8)6.6) 10.9)3.3) 23 - 30.5)9.3) 30.6)9.3) 29(8.8) 14.8)4.5) 29 - 39.502) 39.6)12) 36.101) 18.7 (5.6) 32 - 48.5)14.7) 48.8)14.9) 43.2)13.1) 22.6)6.8) 19 26.4)8.0) 6.8)2) 7.4)2.2) 23 30.1 (9.1) 11.8)3.6) 12.5)3.8) 27 33.8)10.3) 16.9)5.1) 17.6)5.3) 32 37.5)11.4) 21.9)6.6) 22.7)6.9) 35 41.2)12.5) 27.0)8.2) 27.8)8.4) 18 - - - 14.7)4.5) 8.2 (2.5) 23 - 25.2(7.7) 26)7.9) 21.8)6.6) 13)3.9) 23 - 32.9)10) 33)10) 29)8.8) 17.8)5.4) 29 - 40.6)12.3) 40)12.1) 36.1 )11.0) 22.6)6.8) 32 - 48.5)14.7) 47)14.3) 43.2)13.1) 27.5)8.3) 19 26.4)8.0) - - - - 23 30.1 (9.2) - - - - 27 33.8)10.3) - - - - 32 37.5)11.4) 35 41.2)12.6) - - - - 2024E-75 24)610) 3 1 18 - 14.7)4.5) - - 2036E-75 36)914) 3 2 23 - 21.8)6.6) - - 2048E-75 (1.90) 48)1219) 8 (200) (76.2) 4 3 23 - 29.0)8.8) - - 2060E-75 60)1524) 4 4 29 - 36.1 (11.0) - - 2072E-75 72)1828) - 4 4 32 - 43.2)13.2) - - 175 175 (1205) (1205) 175 175 (1205) 1205) 175 175 (1205) (1205) 175 175 (1205) (1205) 175 175 (1205 1205 I U II I U I I LI LI I Notes: Chart continued on the next page Model Numbers: The "T" designates tall drops length hose series. The "ET" designates tall elbow drop hose series. THE "E" designates elbow drop hose series. The "H" designates high pressure 300PS) working pressure hose series. The "HE" designates high pressure 300PSI elbow hose series. The "F" designates high flow rate using 1_h/4 I.D. hose series. The "DPS" designates dry pendent system hose series. Max ambient temperature rating on all model numbers are 300 F (148 C). Equivalent lengths are shown with maximum number of 90 degree bends at the minimum bend-radius per agency. Different values were obtained by FM and UL due to the difference in minimum bend radius, testing protocol and calculation methods. Please see individual standards for more information relative to friction loss (equivalent length of pipe). FM equivalent length calculation includes sprinkler head friction loss. See listing(s) approval agency for the latest approval details. FlexHead products are intended for use in hydraulically designed wet, pre-action, deluge or dry pipe sprinkler connections per NFPA 13, 13R and 13D guidelines. C-' FLEXHEAr! INDUSTR!ES1..) www.flexhead.com I I LI LI CqT I =_Jmc 1 11 Maximum Minimum Bend Max Rated Pressure Outlet Hose . Number of Equivalent Length of un. Diameter Schedule 40 Pipe (Ft) Radius . PSI (K a) Model Orifice Assembly 90 Bends - Number Size Length FM UL (FM) (FM) (FM) (FM) (FM) (FM) in (cm) in (UL) UL PSI FM PSI in in UL FM 5.6k-factor 8.0k-factor: 11.2k-factor 14.0k-factor 16.8k-factor 22.4k-factor (Kpa) (mm) (mm) Ft (m) Ft (m) Ft (m) Ft (m) Fr (m) J Ft (m) Ft (m) 1" INTERNAL DIAMETER (ID.) HOSE SERIES 2024H-50 24 (810) - 3 2 11 18.4)5.6) 7.7 (2.3) 7.6 (2.3) - - - 2036H-50 36(914) 3 3 16 26.6(8.1) 11.5)3.5) 11.5)3.5) - - - 204811-50 (1.27) 48 (1219)(200) (76.2) 4 24 30.3 (9.2) 15.3 (4.6) 15.4 (4.7) - - - 300 PSI I 300 PSI )20681pa) 2060H-50 60)1524) 4 4 29 35.8 (10.9) 19.1 (5.8) 19.3 15.81 - - - 2072H-50 72)1828) 4 4 35 45.6(13.9) 23(7) 23.2(7) - - - 2024H-75 24)610) 3 2 12 j - 14.7)4.5) 14.7(4.5) 14.7)4.5) 7.1 (2.1) - 203614-75 36)914) 3 3 18 - 2L8.(6.6) 21.6)66) 21.8)6.6) . 10.9(3.3) 2048H-75 (190) 48)1219) (200) (762) 4 4 23 - 29)8.8) 30.6)9.3) 29)8.8) 14.8)4.5) - )20681(pa) )2068Kpa) 20601175 60)1524) 4 4 29 - 36.1 (11.0) 39.6(12) 36.1 (11.0) 18.7)5.7) - 2072H-75 72)1828) 4 4 32 - 43.2(13.1) 48.8)14.8) 43.2)13.1) 22.6)6.8) - 2024HE-50 24)610) 3 2 19 14.7(4.5) 6.8(2) 7.4(2.2) - - - 2036HE-50 36(914) 3 3 23 21.8)6.6) 11.8(3.6) 12.5(3.8) - - - 2048HE50 (127) 48)1219) 8 (200) 3 (762) 4 4 27 29.0(8.8) 16.9(5.1) 17.6(5.3) - - - 300 PSI (Qfp 300 PSI )2068Kpa( 2060HE50 60)1524) 4 4 32 36.1 (11) 21.9 (6.6) 22.8 (6.9) - - - 2072HE-50 72)1828) 4 4 35 i 43.2(13.1 27)8.2) 27.8)8.4) - - - 202414E-75 24)610) 3 2 18 - 14.7(4.5) - 14.7 (4.5) 8.2 (2.5) - 2036HE-75 36)914) 3 3 23 - 13(3.9) Y4 21.8)6.6) 26)7.9) 21.8(6.6) - 8 3 300 PSI 300 PSI 2048HE75 (190) 48)1219) (200) (762) 4 4 23 - 29(8.8) 33)10) 29(8.8) 17.8(5.4) - )2068Kpa( )2068Kpa) 2060HE 75 60(1524) 4 4 29 - 36.1 (11.0) 40)12.2) 36.1 (11.0) 22.6)6.8) - 2072HE-75 72(1828) 4 4 32 - 43.2)13.1) 47(14.3) 43.2)13.1) 27.5 (8.3) - 2024-DPS 24(610) - 1 18.4 (5.6) 7.7 (2.3) 7.6(2.3) - 7.1 (2.1) 10.7)3.3) 2036-DPS 36)914) 2 - 26.6(8.1) 11.5)2.3) 11.5(3.5) - 10.9)3.3) 15.1 (4.6) 2048-DPS 1/2 (2.54) 48(1219) (180) - - 3 - 30.3)9.2) 15.3(3.5) 15.4)4.7) - 14.8)4.5) 21.5(6.5) - 175 (1205) 2060-DPS 60 (1524) - i 4 - 35.8 (10.9) 19.1 (5.8) 19.3 (5.9) - 18.7 (5.7) 25.3 (7.7) 2072-DPS 72(1828) - - -}4 - 45.6(13.9) 23(7) 23.2(7) - 22.6)6.9) 26.9(8.1) 1" INTERNAL DIAMETER (1.0.) HOSE SERIES 2036F-50 36 (914) - 1 - 4.1 (1.2) j 4.1 (1.2) 4.1 (1.2) - - - 2048F-50 175 (127) 48 (1219) (180) - - 2 - 5.4)1.6) 5.6(1.7) 5.7)1.7) - - - - (1205) 2072F-50 72)1828) - 4 - 8.0)2.4) 8.6)2.6) 9.1 (2.7) - - - 2036F-75 36 4) - 1 - - - - 3.4(1.0) 3.4(1.0) - 2048F (190) 48)1219) (180) 2 48)15) 4.8(l.4) 175 (1205) 20]2F-75 72)1828) - 4 - - - - I 7.6 (2.3) 7.6(2.3) - 2036F-100 36(914) - 2 - - - - - - 3.4)1.0) 175 20481-100 (2.54) 48(1219) (180) - - - - - - - - 4.8)1.4) - (1205) 2072F-100 72(1828) - - - 4 - - - - - - 7.6(2.3) Notes: Model Numbers: The "T" designates tall drops length hose series. The "ET" designates tall elbow drop hose series. THE "E" designates elbow drop hose series. The "H" designates high pressure 300PSI working pressure hose series. The "HE" designates high pressure 300PS1 elbow hose series. The "F" designates high flow rate using 1-1/4 I.D. hose series. The "DIPS" designates dry pendent system hose series. Max ambient temperature rating on all model numbers are 300 F (148 C). Equivalent lengths are shown with maximum number of 90 degree bends at the minimum bend-radius per agency. Different values were obtained by FM and UL due to the difference in minimum bend radius, testing protocol and calculation methods. Please see individual standards for more information relative to friction loss (equivalent length of pipe). FM equivalent length calculation includes sprinkler head friction loss. See listing(s) approval agency for the latest approval details. 800.829.6975 N 0 US T R I E FlexHead products are intended for use in hydraulically designed wet, pre-action, deluge or dry pipe sprinkler connections per NFPA 13, 13R and 13D guidelines FLEXUEAAD El I I I I I [ I [ We invented the concept of flexible fire protectionTM I I FlexHead® Suspended Ceiling Detail FlexHead® MP024BKT2 - FlexHead® ADJT24BKT1 Bracket Bracket *Allows for bracket installation without re-installing the ceiling tile - flexHead® Sheetrock Ceiling Detail FlexHead® MP024BKT2 FlexHead® ADJT24BKT1 - Each FM approved and UL listed unit is ready to install, pressure- and leak-tested, and comes complete with a flexible stainless steel hose and mounting bracket with adjustable hub. FlexHead® 3" Bend Radius per UL Guidelines (2 Bends Shown) FlexHead® Shown with 3 Bends FM FL EXHEA U I N 0 U S T R I E S www.flexhead.com I 1"-ll. TH 1" -11.5 NPT THREAD 1/2 rPT FEMALE L±20mm 3.0 1 .5 H:osEIGIiiw4TiEaNIsu1EEir REGULAR MODEL: ELBOW MODEL: 2OXX, 2OXXH, & 2OXXT SERIES 20XXE, 2OXXI-IE, & 2OXXET SERIES 800.829.6975 MODEL# "Hose Assembly (1) Length Inches (mm)" "Drop ""D"" Size (Inches)" 2024E/2024HE 24(610) 2036E/2036HE 36(914) 2048E/2048KE 48(1219) 1.5, 3.0, & 4.0 2060E/2060HE 60)1524) 2072E/2072HE 72)1828) 2024E1 24 (610) 2036ET 36)914) 2048ET 48)1219) 5.71 2060E1 60)1524) 2072ET 72)1828) El I We invented the concept of flexible fire protection"' I LI Multiport Design (For use with T-bar and Metal Stud Applications) VINT-METT119-1m, Adjustable Design (For use with T-bar, Metal Stud and Chicago Grid Applications): standard sizes are 1611, 2411, 30" and 48" long Model # AD016BKT2, AD024BKT2, AD030BK12, AD048BKT2 OPEN HUB DESIGN BOLT (3/8"-1 61--1.0*) Multi-Position Tall Bracket (For use with T-bar, Wood and Metal Studs): Standard sizes are 14.5", 16" and 24" long. Model # ADJT24BKT1 P-i FLEXHEA LLJ INDUSTRIES www.flexhead.com OVERALL LENGTH: 1G. 24', 30, OR 48' - 8,12.1G. 0R24' L __ 8.1. 16.r.22.r.oR4O.r' SIOTCONIIG, ADO I6 (6)0- 371. ADO24(. 1601- 5.0" A0048: (HIN- 50 1 IS -P + I - — A I I I I I I I I I I I I I I - .- - lv' - - - - - - - I I OF - __ - 24", 36", 48", 60", 72" hose lengths, I Rated working pressure 175psi, optional 300psi. Straight model, Standard 1" I.D., optional 11/4" I.D. I I -----a I • 24", 36", 48", 60", 72" hose lengths. Rated working pressure 175psi, optional 300psi. Elbow model. I 24" Multiport Bracket for 1-bar Grid or Metal Stud applications. Model #: MP024BKT2 (standard bracket) I i Hat Channel Bracket System for Metal Stud or I Hat Channel applications. Model #: AD024BKT2 with BKT-HTA I 1 6"I24"/30"/48" Adjustable Bracket for 1-bar Grid, Chicago Grid or Metal Stud applications. Model #s: AD01 6B KT2/AD024B KT2/AD030B KT2/ ADO48B KT2 24" Multi-Position Tall Bracket Model #: ADJT24BKT1 I I I I Bracket for Confined Space applications having a concrete deck above the ceiling. Model #: UH-2 Armstrong® lechZone Ceiling Bracket for use with Armstrong TechZone Ceiling systems. Available in 6" long. Model #: SP06TZBKT2 Dry Pendent System for Freezer and Cold Storage applications Model #: 20XX-DPS-UH01 I FLExHEArI 800.829.6975 INDUSTRIESL) ..4atkore IV: APPROVED <9> APPROVED <9> APPROVED tk Exhaust Ducts <> APPROVED Suspended Ceilings Institutional Cleanroom Ceilings We invented the concept of flexible fire protection Flexible Sprinkler Hose Fittings were developed to satisfy specific needs of the industry, save the industry millions in losses, provide superior seismic protection and promote the installation of sprinklers. They have been evaluated for use by both Underwriters Laboratory and FM approvals and are tested to approval standards that were independently developed by the testing laboratories. The first listing for a Flexible Sprinkler Hose Fitting was in 1990. c;—' FLEXHEAD' INDU S TRI ES1.. www.flexhead.com 1 P WRiBNiT FLEXHEAD® PRODUCTS LIMITED WARRANTY Flexhead Industries, Inc. warrants that its products will be free from defects in materials and workmanship under normal conditions of use and service when properly installed for a period of one year from date of sale. Our obligation under this warranty is limited to repairing or replacing any product that is returned to us with transportation charges prepaid within one year after the date of original sale and that our examination shows to our satisfaction to have been defective in materials or workmanship under normal conditions of use and service. The decision as to whether to repair or to replace any product shall be made by us, and any repair shall be made at our facility. Notwithstanding the foregoing, the following are specifically excluded from the coverage of this warranty: Any product not manufactured by Flexhead Industries, Inc., including any sprinkler head(s) installed with or attached to a Flexhead Industries, Inc. product, provided, however, Flexhead Industries Inc. hereby assigns the right to enforce any original manufacturer's warranty of such product to the original purchaser of the Flexhead Industries, Inc. product(s). For the avoidance of doubt, Flexhead Industries, Inc. does not manufacture sprinkler heads and, therefore, does not warrant any such products. defects resulting from ordinary wear and tear, including, without limitation, the replacement of the so-called poly bag components of any Flexhead Industries, Inc. product products that have been altered in any manner by the buyer or by anyone other than Flexhead Industries, Inc. products that have been subjected to misuse, abusive use, or damage by accident or casualty products that have been installed or used in a manner contrary to our specifications, instructions or recommendation products that have been installed or used in a manner that is not in compliance with all applicable requirements of any code, law, regulation or rule of any federal, state or local governmental or industry authority; and products that have not been inspected and maintained in accordance with our specifications, instructions or recommendations, including, without limitation, our recommendations as to following the inspection and maintenance standards published by Factory Mutual Research Corporation (FMRC) and the National Fire Protection Association (NFPA); and (h) products that have been affected by Microbiologically Influenced Corrosion (MIC). This warranty is not assignable and shall benefit only the original purchaser of a Flexhead Industries, Inc. product. If any provision hereof or any portion of any provision shall be held invalid, the remainder of this Limited Warranty shall not be affected thereby, and all provisions of this Limited Warranty shall remain valid and in full force and effect to the fullest extent permitted by law. THIS WARRANTY IS IN LIEU OF ALL IMPLIED WARRANTIES, INCLUDING, BUT NOT LIMITED TO, WARRANTIES OF MERCHANTABILITY AND WARRANTIES OF FITNESS FOR A PARTICULAR PURPOSE. NOTWITHSTANDING ANY PROVISION TO THE CONTRARY HEREIN OR ANY APPLICABLE LAW TO THE CONTRARY, IN NO EVENT SHALL FLEXHEAD INDUSTRIES, INC. BE LIABLE FOR SPECIAL, INCIDENTAL OR CONSEQUENTIAL DAMAGES UNDER ANY CIRCUMSTANCES WHATSOEVER, WHETHER ARISING FROM ANY BREACH OF THIS LIMITED WARRANTY OR OTHERWISE ARISING FROM OR IN CONNECTION WITH THE USE OR OPERATION OF, OR ANY DEFECT IN, ANY FLEXHEAD INDUSTRIES, INC. PRODUCT, OR OTHERWISE. The risk of damages from any breach of warranty with respect to injury to any person will be born by the purchaser of Flexhead Industries, Inc. product. I FLEXHEAD 800.829.6975 INOUSTRIES1..) I I 1ll IøJ, 3J41JO0 tjfl!1I1jJ4 I 3IJ000 I I rl /-11 .' cr I g thJL L' _ I IAW I I I The Cost Effective Replacement for Schedule 10 Realizing the growing need of fire protection systems in commercial and residential construction, Bull Moose Tube has added Eddy Flow to its comprehensive line of sprinkler pipe products. Eddy Flow is a specially engineered replacement for schedule 10, offering better flow characteristics while providing design flexibility. This product is FM approved, as well as UL listed (for U.S. and Canada) for roll grooving and welding for use in fire protection systems with a working pressure of 300 psi or less. Please check with appropriate sources for up-to-date listings and approval information. As an added benefit, it is more economical to use than schedule 10 due to reduced delivery costs and ease of handling. Furthermore, Eddy Flow's larger ID provides an opportunity for downsizing and further cost savings. I I I I I I I I 1 Ii II I I COMPARISON _________ - I SIEE1ET&M ETiE EQw U SpieduleYO lo r 11/4 1.660 1.530 1.442 1.380 1.98 1.00 11/2 1.900 1.728 1.682 1.610 3.44 1.00 2 2.375 2.203 2.157 2.067 2.78 1.00 21/2 2.875 2.705 2.635 2.469 1.66 1.00 3 3.500 3.334 3.260 3.068 1.00 1.00 4 4.500 4.310 4.260 4.026 1.00 1.00 * Corrosion Resistance Ratio Dual Certified to ASTMAI35 and A795. FM Approved for roll grooved, and welded, and plain-end application in wet systems. UL Listed (for U.S. and Canada) for joining by welding or by listed rubber gasketed fittings for use in wet, dry, preaction, and deluge type sprinkler systems. UL Listed (for US and Canada) and FM Approved for use with Victaulic Fl7 Fittings in plain end applications. Lightweight - saves shipping costs, and offers easier handling. Can be used with roll grooved couplings or welded outlets for pressures up to 300 psi. Floor stock available in various lengths produced in Casa Grande (AZ), Gerald (MO), and Masury (OH). Also can be ordered in custom lengths.. Can be used for wet and dry* systems. * Eddy Flow can be hot dipped galvanized to meet FM's requirement for dry systems. PIPE PREPARATION For proper operation, all pipe surfaces should be cleaned prior to installation. In order to provide a leak-tight seat for the gasket, pipe surfaces should be free from indentations and projections from the end of the pipe to the groove. All loose paint, scale, dirt, chips, grease, and rust must be removed prior to installation. Failure to take these important steps may result in improper coupling assembly, causing leakage. Also, check the manufacturer's instructions for the specific fitting used. 1819 Clarkson Road For additional information, All Chesterfield 6 , MO 63017 __QR _Ab contact your salesperson today at ____ USTED (800) 325-4467 BuLLr'naoBETUBEcoMpANv FAX: (636) 537-2645 C (800) 325-4467 or (636) 537-2600 in the USA, or from Canada www.bullmoosetube.com _______ call (800) 882-4666 ACflEfiV company e-mail:sales(bu1Imoosetube.com APPROVED All information contained herein is accurate as known at the time of publication. Bull Moose Tube reserves the right to change product specifications without notice and without incurring obligation. 1 8/08 I A Lightweight Schedule 40 Replacement Pipe That Has a Corrosion Resistance Ratio of 1.0 I Bull Moose Tube Company has been making pipe for a long time and is recognized as a producer of quality pipe products. Eddythread 40 is designed with the same thoroughness as our other fine pipe products and now our customers have an option to buy a carefully designed replacement for Schedule 40 that: Has a Corrosion Resistance Ratio of 1.0 Has a Pressure Rating of 300 psi Is Lighter Weight Than Schedule 40 Is Approved by Factory Mutual and Listed by Underwriters Laboratories Is Produced in Accordance to ASTM A-135 and A-795 Can be Used With Standard Schedule 40 Threaded Fittings, Couplings and Valves Is Produced From Steel With Excellent Properties of Strength and Threadability Can be Used in Wet, Dry, Preaction, and Deluge Type Sprinkler Systems* Offers Lower Freight Costs P L E I EDDYTH READ 40 SPECIFICATIONS Iiam L aaam 1 1.461 1.083 70 11/4 2.070 1.418 51 - 11/2 2.547 1.654 44 2 3.308 2.123 30 CORROSION RESISTANCE RATIOS I DYI1L It II I I 1 1.00 1.00 11/4 1.00 1.00 11/2 1.00 1.00 2 1.00 1.00 * Eddythread 40 can be hot dipped galvanized to meet FM's requirement for dry systems Chesterfield, MO 63017 contact your salesperson today at C®uS , 4 1819 Clarkson Road For additional information, 8 BULL. MOOSE TUBE COIVIPANV (800) 325-4467 (800) 325-4467 or (636) 537-2600 LISTED FAX: (636) 537-2645 in the USA, or from Canada ______ www.bullmoosetube.com call (800) 882-4666 A CAFARQ company e-mail:sales@bullmoosetube.com < > APPROVED All information contained herein is accurate as known at the time of publication. Bull Moose Tube reserves the right to change product specifications without notice and without incurring obligation. 8/08 See Victaulic publication 10.01 for details H1 FireLock® 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 IPS-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 EZ® Style 009H couplings. 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. - - - - - - - - - - - - - - - - - - - IPS CARBON STEEL PIPE - FIRE PROTECTION PRODUCTS 10.03 FireLock® Fittings DIMENSIONS k-C to I 0 Cto No. 001 No. 003 k_C toE1 to It NO. 002 NO. 006 I 1 45' ' [7 Elbow Straight Tee ri Cap ii. k':-- _"i. 1 Y4 1.660 0.8 0.3 32 42.4 - -. - - - - 21 0.1 1112 1.900 - - - - - - 0.82 0.4 40 48.3 - - - - - - -_ - 21 0.2 - 2 2.375 2.75 1.7 2.00 1.8 2.75 2.4 0.88 0.6 50 -. 60.3 70 0.8 51 0.8 70 1.1 22 0.3 21/2 2.875 3.00 3.1 2.25 2.2 3.00 3.6 0.88 1.0 65 473.0 76 1.4 57 1.0 76 1.6 22 0.5 3.000 76.1 mm 3.00 3.30 2.25 2.4 76.1 76 1.5 57 1.1 - - - - - 3 3.500 3.38 4.0 2.50 3.1 3.38 5.3 0.88 1.2 80 88.9 86 1.8 64 1.4 86 2.4 22 0.5 108mm 4.250 4.00 5.7 3.00 5.1 4.00 7.5 - 108.0 102 2.6 76 2.3 102 3.4 - - 4 4.500 4.00 6.7 3.00 5.6 4.00 8.7 1.00 2.4 100 114.3 102 3.0 76 2.5 1 102 3.9 25 1.1 - 1-75.563 4.88 12.6 3.25 8.3 4.88 15.7 1.00 4.1 125 141.3 124 5.7 83 3.8 124 7.1 25 1.9 -- 6.250 159mm 5.50 12.6 3.50 9.2 5.50 17.9 L..158.8 140 5.7 89 4.2 140 8.0 - -* 6 6.625 5.50 18.3 3.50 11.7 5.50 22.7 1.00 5.9 150 I 1683 - 140 8.3 89 5.3 140 10.3 25 2.7 8 8.625 6.81 25.5 4.25 20.4 6.94 38.7 1.13 12.7 200 219.1 173 11.6 108 9.3 176 17.6 29 5.8 - - - - - - - - - - - - - - - - - - - IPS CARBON STEEL PIPE- FIRE PROTECTION PRODUCTS 10.03 FireLock® Fittings FLOW DATA ii IH.1I11 ° 1¼ 1.660 - - - - 32 42.4 - -- - _---4----- - +- - - 1½ 1.900 - - - - 40 48.3 - - - - - - - -.+--- - -+-- - --. -.--..1- - - 2 2.375 3.5 1.8 8.5 35 50 60.3 1.1 0.5 2.6 1.1 • .... - +- + - . 21/2 2.875 4.3 2.2 10.8 4.3 65 73.0 1.3 0.7 3.3 1.3 --1-+. 3.000 4.5 2.3 11.0 4.5 76.1 mm 76.1 1.4 0.7 3.4 1.4 • ------------------~-- - -4 -- 3 3.500 5.0 2.6 13.0 5.0 80 88.9 1.5 0.8 I 4.0 1.5 -. --+- "- - -. -.---+-------- - --k •..t. - - 4.250 6.4 3.2 15.3 6.4 mm 108.0 2.0 0.9 4.7 2.0 + . -,.- - - - - - -t-.-- . - - - - •-t---- - -I- --'- 4 4.500 6.8 3.4 16.0 6.8 100 114.3 2.1 1.0 . 4.9 2.1 - - +-- -.- +- -- -t --- ---4 - 5 5.563 8.5 4.2 21.0 8.5 125 141.3 - ,- 2.6 - - . -- -- ___ 1.3 - - -- 6.4 - + ----. - I 2.6 6.250 9.4 4.9 25.0 9.6 mm 158.8 2.9 1.5 . 7.6 2.9 • - - - 4-.. - f. - 4 6 6.625 10.0 5.0 25.0 10.0 150 168.3 1-- - - - 3.0 '-1-- - -4- 1.5 - 7.6 - -t- - -- . - - -f- -.- 3.0 - 8 8.625 13.0 5.0 33.0 13.0 200 219.1 4.0 1.5 10.1 4.0 t The flow data listed is based upon the pressure drop of Schedule 40 pipe FireLock Fittings 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 FreLock No. 006 end caps containing the "EZ" marking on the inside face or No. 60 end caps contairing 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 accodance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligatibns. ) <.Y> (Ug) J LPC SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS NO. 20 TEE NO. 10 ELBOW Victaulic offers a broad line of fittings in sizes through 24"/600mm in a variety of straight and reducing styles. Most standard fittings are cast of durable ductile iron to precise tolerances. Victaulic standard fittings pressure ratings conform to the ratings of Victaulic Style 77 couplings. All fittings are supplied with grooves to permit fast installation without field preparation. The grooved design permits flexibility for easy alignment. These fittings are not intended for use with Victaulic couplings for plain end pipe (refer to Section 1404 for fittings available for plain end applications). Fittings are provided in various materials including ductile iron, steel or segmentally welded steel depending on styles and size. Fittings are painted orange enamel with a galvanized finish available as an option, contact Victaulic for details. Victaulic fittings are designed specifically for use in grooved piping systems. Fittings are provided grooved conforming to standard steel pipe outside diameters. When connecting wafer or lug-type butterfly valves directly to Victaulic fittings with 741 or 743 Vic-Flange® adapters, check disc clearance dimensions with I.D. dimension of fitting. Note: The following Victaulic fittings are VdS approved: No.10 900 Elbow, No.11 45° Elbow, No.20 Tee and No.60 Cap. Note: The following Victaulic fittings are LPCB approved: No.10 90° Elbow, No.11 45° Elbow, No.12 221/2° Elbow, No.13 11'%° Elbow, No.30 450 Lateral, No.30-R Reducing Lateral, No.100 Long Radius Elbow, No.110 Long Radius Elbow, No.20 Tee, No.35 Cross, No.60 Cap, No.25 Reducing Tee, No.33 True Wye, No.50 Concentric Reducer, No.51 Eccentric Reducer and No.29M Tee with Threaded Branch. Advanced Groove System - For 14-24/350-600 mm piping systems, Victaulic now offers the Advanced Groove System (AGS). Refer to Section 20.05 for AGS fitting details. Stainless Steel - Grooved end fittings are available in Schedule 10 Type 316 stainless steel (Schedule 5, 40 and Type 304 available as an option) in various sizes. Fitting center-to-end dimensions will vary depending upon type and schedule. Refer to Section 17.04 and 17.16 for details. Aluminum - Grooved end fittings are available in aluminum alloy 356 T6, in sizes from 1 - 8/25 —200 mm. Refer to Section 21.03 or contact Victaulic for details. Fabricated Steel - A full range of fabricated segemtnally welded steel or full flow grooved end fittings are available refer to section 07.04. Fabricated Steel with AGS Vic-Rings - A full range of full flow fabricated fittings with Vic-Rings are also available. AGS - ADVANCED GROOVE SYSTEM ALTERNATE STYLES Extra Heavy EndSeal® "ES" Fittings - EndSeal fittings are available in 2— 12/50 —300 mm for use with "ES" grooved pipe and HP-70ES EndSeal couplings. "ES" fittings are painted black for easy identification. EndSeal (and standard) fittings may be easily internally coated (by others) for severe service requirements. Always specify "ES EndSeal fittings" when ordering. See Section 07.03 for information on EndSeal fittings. Fittings Machined for Rubber or Urethane Lining (MRL) - For severe abrasive services, Victaulic fittings may be rubber or urethane lined (by others). Lining may be inside diameter/end (abrasion resistance) or wrao-around (corrosion and/or abrasion) machined. Refer to Section 25.03 or contact — — — — — — — — — — — — — — — — — — — CARBON STEEL PIPE - GROOVED FITTINGS 07.0 1 Grooved End Fittings MATERIAL SPECIFICATIONS Fitting: 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. Or: Segmentally welded steel as shown under nipples Nipples: (adapter, swaged & hose) 3% - 4/20 - 100 mm: Carbon steel, Schedule 40, conforming to ASTM A-53, Type F 5 - 6/125 - 150 mm: Carbon steel, Schedule 40, conforming to ASTM A-53, Type E or 5, Gr. B 8 - 12/200 - 300mm: Carbon steel, Schedule 30 or 40, conforming to ASTM A-53, Type E or 5, Gr. B Flanged Adapter Nipples: (Nipple - see above) Class 125 Flange: Cast iron conforming to ANSI B-16.1 Class 150 Flange: Carbon steel conforming to ANSI B-16.5, raised or flat face Class 300 Flange: Carbon steel conforming to ANSI B-16.5, raised or flat face Fitting Coatings: Orange enamel Optional: Hot dip galvanized and others. Some fittings supplied electroplated as standard - see product specifications. Flanged Adapter Nipple Coating: None (Unfinished) Optional: Orange enamel, hot dip galvanized and others. - - - - - - - - - - - - - - - - - - - CARBON S FEEL PIPE - GROOVED FITTINGS 07.01 Grooved End Fittings FLOW DATA The chart expresses the frictional resistance of various Victaulic fittings as equivalent feet of straight pipe. Fittings not listed can be estimated from the data given, for example, a 22½0 elbow is (Frictional Resistance) annrnximatp.lv one-half the resistance of a 4!5 elhnw. Values of mid-si7es can he interoolated- Size Feet/meters II __ i, 1 1.315 1.7 • 0.8 4.2 1.7 25 33.7 0.5 - 0.2 I 1.3 0.5 .4- .4- -- ..t - 4 2 2.375 35 2.5 1.8 I 1.1 8.5 3.5 50 60.3 1.1 0.8 0.5 0.3 2.6 1.1 76.1 mm 761 1.3 - 0.7 - 3.3 1.3 + .f.. ..4 3.000 4.3 2.1 10.8 4.3 .....- - 3 3.500 5.0 3.8 2.6 1.6 13.0 5.0 80 88.9 1.5 1.2 0.8 ' 0.5 4.0 1.5 4.250 6.4 3.2 15.3 6.4 108.0 mm 108.0 2.0 - 0.9 - 4.7 2.0 4... +- . . 4 4.500 6.8 5.0 3.4 I 2..1 16.0 6.8 100 114.3 2.1 .4.. 1.5 1.0 0.6 4.9 2.1 - --$-------t - 5.250 8.1 - 4.1 20.0 81 133.0 mm 1330 25 - 12 - 62 25 1397 5.500 8.5 - 4.2 I - 21.0 8.5 - - . . : 4 ... - - - mm 139.7 2.6 i i 1.3 I 6.4 2.6 -4- - - - 4-- -.. - 4.-- - -- __f.- 5 5.563 8.5 4.2 J 21.0 8.5 159.0 mm 159.0 2.9 165.1 mm 165.1 2.9 J 125 141.3 . 2.6 - 1.3 - 6.4 2.6 6.250 9.4 4.9 25.0 9.6 6.500 9.6 5.0 25.0 10.0 6 6.625 10.0 7.5 5.0 3.0 25.0 10.0 :_L._ -_2.9-. _ 1.5_ - - ?- 3.0 4 150 168.3 3.0 2.3 1.5 0.9 7.6 3.0 -. . I ---+----- -+----- 8 8.625 , 13.0 I 9.8 6.5 4.0 33.0 13.0 + 200 219.1 4.0 3.0 ! 2.0 1.2 10.1 4.0 . - . - - .4.. . .. . - ... - 10 10.750 17.0 12.0 ' 8.3 5.0 41.0 17.0 250 273.0 5.2 I 3.7 2.5 1.5 i 12.5 5.2 12 12.750 . 20.0 14.5 I 10.0 I 6.0 50.0 20.0 ----4 -- - --- - 300 323.9 6.1 4.4 3.0 I 1.8 15.2 6.1 14 14.000 24.58 15.8 I 18.58 11.0 70.0 23.0 350 355.6 '75 4.8 5.6 3.4 21.3 7.0 4 4.. . f_ .4. 16 16.000 28.05 I 18.0 21.08 i 13.0 80.0 27.0 400 406.4 o.5 ! 5.5 6.4 4.0 24.4 8.2 18 18.000 31.05 20.0 23.55 14.0 90.0 30.0 4 . - 450 457.0 6.1 7.2 4.3 ' 27.4 9.1 20 20.000 34.05 22.5 25.55 16.0 I 100.0 33.0 800 508.0 104 6.9 7.8 4.9 30.5 10.1 24 24.000 42.05 27.0 29.55 19.0 120.0 40.0 600 610.0 12.8 8.2 9.0 . 5.8 36.6 12.2 # Contact Victaulic for details. 8 For roll cirooved systems, Victaulic offers the Advanced Groove System (AGS). For oricino and availability - - - - - - - - - - - - - - - - - - - CARBON STEEL PIPE - GROOVED FITTINGS 07.01 Grooved End Fittings DIMENSIONS Elbows NO. 10 900 Elbow NO. 1145' Elbow NO. 12 221/2° Elbow NO. 13 111%° Elbow NO. 100 90° Long Radius NO. 110 45° Long Radius 1t0E1 NO. 12 GSNK to r C to E C i~ to E I- NO. 10 NO. 11 NO. 12 .- C to E CtoE Ct NO. 13 NO. 100 NO. 110 ? 1!k 1• H1I ?H11 3/4 1.050 2.25 0.5 1.50 0.5 1.63 Sw 1.385w 2.50 Sw 0.4 1.81 Sw 0.3 20 26.9 57 0.2 38 0.2 41 - 35 - 64 0.2 46 0.1 1.315 2.25 0.6 1.75 0.6 3.25 0.6 1.38sw 0.3 2.88sw 0.6 2.255W 0.5 25 337 - 57 0.3 44 0.3 83 0.3 35 0.1 73 0.3 57 0.2 1'/4 1.660 2.75 1.0 1.75 0.9 1.75 0.8 1.385w 0.5 3.255w 1.1 2.38sw 0.7 32 42.4 - - 70 0.5 44 0.4 44 0.4 35 0.2 83 0.5 60 0.3 112 1.900 2.75 1.2 1.75 0.9 1.75 0.8 1.38sw 0.5 3.63sw 2.2 2.50 SW 1.3 40 2.375 48.3 70 0.5 44 3.25 1.8 0.4 44 1 0.4 35 1 0.2 92 1.0 64 0.6 2 2.00 1.3 3.75 @ 1.4 1.38 1.0 4.38 2.5 2.75 1.8 50 60.3 2.875 83 3.75 0.8 3.2 51 0.6 2.2 I 95 4.00 @ 0.6 2.3 35 1.50 0.5 1.1 111 5.13 1.1 3.4 70 3.00 0.8 2.8 21/2 2.25 65 73.0 - 95 3.75 1.5 3.7 57 2.25 1.0 102 1.0 38 0.5 130 1.5 76 1.3 6.1 mm 3.000 3.4 2.24 1.50 - 95 1.7 57 1.5 57 - 38 - - - - 3 3.500 4.25 4.5 2.50 3.1 4.50 @ 3.1 1.50 2.1 5.88 6.0 3.38 4.9 80 88.9 1 108 2.0 64 1.4 114 1 1.4 38 1 1.0 149 2.7 86 2.2 31/2 5.6 2.75 4.3 2.50 sw 4.0 1.75sw 10 114 2.5 70 2.7 90 2.0 64 1.2 ---- 4 1.8 44 4.0JO4.50 4.5 5.00 71 3.00 5.6 2.88 5.6 1.75 3.6 7.50 12.3 4.00 7.3 100 11 127 4.250 5.000 _ I 5.00 j 5.25 SW .mm1080 127 50 6 3.2 1 76 - 11.0 3.00 10.0 3.135w 2.5 73 2.5 44 1.6 191 5.6 102 3.3 1080 5.6 2.5 - - - - - 4½ 6.0 3.505w 6.6 1.88sw 4.2 120 127.0 5.563 1 133 5.50 4.5 79 2.7 89 3.0 48 1.9 - - - 5 11.7 3.25 8.3 2.88SW 7.8 2.00sw 5.0 9.25SW 18.2 4.88sw 14.8 125 141.3 -- J 140 83 - 3.8 73 3.5 51 2.2 235 8.3 -. 124 6.7 133.0 mm 5.250 -133.0 J140 5.50 11.7 5.3 3.25 83 8.3 1 3.8 - - - - - - - - - 139.7 mm 1 5.500 1O7 5.50 140 11.7 55 3.25 R1 1 8.3 SR 2.87 75 - 2.00 ci - - - - - - - - - - - - - - - - - - - - - - - - CARBON STEEL PIPE - GROOVED FITTINGS 07.01 Grooved End Fittings ME E C to E - C to A NO.12 GSNK C to E Cto o Ct C j- tOE (J_J.ILI _____ ____ NO. 10 NO. 11 NO. 12 NO. 13 NO. 100 NO. 110 IVP1 1h '-IL '!-' IhPI ii,. 8 8.625 1 7.75 29.9 4.25 20.4 7.75 @ 20.0 2.00 j 10.1 14.25 I 66.0 7.25 36.0 200 219.1 197 13.6 108 9.3 197 9.1 51 4.6 362 30.0 I 184 ---- - 16.3 10 10.750 9.00 63.3 4.75 37.5 4.38sw 30.0 2.13 11.8 15.00 107.0 I 6.25 57.0 250 273.0 229 28.7 121 17.0 . 111 13.6 54 5.3 381 48.5 159 25.9 -. + -+ -+- --+ - -f-------i--- 12 12.750 10.00 74.0 5.25 66.7 4.88sw 40.0 2.25 29.3 18.00 156.0 7.50 90.0 300 323.9 254 33.6 . 133 30.3 124 18.1 57 -+------- 4 ------ -- -4.-- 13.3 457 --t-- --- - - + 70.8 191 40.8 -. 4. * - -+ - 4- 4 1411 14.000 14.00 136.0 5.75 65.0 5.005w 46.0 3.50sw 32.0 21,00s 164.0 8.755 82.0 350 355.6 355.6 61.7 146 29.5 127 . + -.-----+ 20.9 89 14.5 533 ' 74.4 222 +-'- 37.2 3770 mmt 14.843 14.84 149.3 6.15 82.0 . - 4.-- .4--'- +'- -F ------+- . . - 377.0 376.9 67.7 156.2 37.2 - - -- 4- - 4 1611 16.000 F ' 16.00 171.0 6.63 88.0 5.00sw 58.0 4.00sw I 42.0 24.00s 210.0 10.00s 100.0 400 406.4 406.4 77.6 168 39.9 127 26.3 102 I 19.1 610 95.3 254 45.4 + .-.__• 4- -+ - - _4.__.-........ 426.0 mm t 16.772 16.77 198.6 6.95 101.3 I 426.0 426.0 90.1 176.5 45.9 - - - . - 1811 18.000 18.00 228.0 7.46 108.0 I 5.50sw 65.0 4.50s.w 53.2 I 27.00s ' 273.0 11.255 135.0 450 457.0 457.2 103.4 189 50.0 140 29.5 114 ' 24.1 686 123.8 286 61.2 t_ - -+ - -I- ---I--- -4-------+ 480.0 mm t 18.898 18.90 291.0 7.83 141.7 480.0 480.0 132.0 198.8 64.3 - - - . - + - -F - + - .f -F 2011 20.000 20.00 298.0 8.28 138.0 6.00sw 78.6 5.00sw 65.0 30.005 343.0 12.505 174.0 500 508.0 508.0 135.2 210 62.6 152 36.0 127 29.5 762 155.6 318 78.9 4 4. . 4. - ..4-------.4 ..4.. 530.0 mm 'I 20.866 20.87 355.0 8.64 179.0 - I - - 530.0 530.0 161.0 219.4 81.2 - - -- 244 • 24.000 24.00 438.0 , 9.94 221.0 I 7.00sw - 140.0 4. . 6.00sw 60.0 36.005 ' +----..- 516.0 15.005 . 251.0 600 ___ 610.0 • 609.6 - 198.7 252 -I 100.2 178 I -- 63.5 152 ' +- -I-- 27.2 914 --I-- --i 234.1 -+ 381 1139 mm t 24,803 24.80 545.0 10.27 255.2630.O --+ - 1 630.0 630.0 247.2 261.0 115.7 14-24 350-600 1 AGS -%-0- For AGS fitting information, see publication 20.05 @ Gooseneck design (GSNK), end-to-end dimension fittings in this size, contact your nearest Victaulic sales office. # For roll grooved systems, Victaulic offers the Advanced Groove System (AGS). For pricing and availability of cut groove fittings in this size, contact your nearest Victaulic sales office. t Chinese standard sizes Note: All fittings are ductile iron unless otherwise noted with an 'sw" or "s" S= Carbon Steel Direct Roll Groove (OGS) - - - - - - - - - - - - - - - - - - - CARBON STEEL PIPE - GROOVED FITTINGS 07.01 Grooved End Fittings Tees, Crosses and True Wyes dtoE NO. 20 Tee Cto E-1 1 to \C to GE NO. 35 Cross NO. 33 : Tee wih C to Threaded Branch to Ct True LQE Ili-, 4 NO. 20 NO 35 NO. 33 NO. 29M Nominal Actual ppros. &Agipros. L~Apros. i Outside Dia. C to E Weight Each C to E ght Each C to L C to SE ht EachF -Mr-M Inc Inch ches bs. Inches L Inches Inches bs. mm mm mmjkg_______ mm g mm mm kg kg 3/4 1.050 2.25 0.6 2.25 0.9 2.25 2.00 0.7 2.25 I 2.25sw 0.6 20 26.9 57 1.315 2.25 0.3 1 57 0.4 I 57 51 0.3 57 1.1 2 .25 57 ____ 2.25 4-- 0.3 ----. 1.0 1 1.0 2.25 1.3 2.25 2.25 25 33.7 57 1.660 2.75 0.5 1.5 57 2.75 . 0.6 2.1 £57 57 0.5 57 57 0.5 11/4 2.75 2.50 1.5 2.75 2.75 1.5 32 42.4 70 1.900 2.75 0.7 2.0 70 2.75 1.0 2.5 I 70 2.75 64 2.75 0.7 1.8 70 2.75 70__J 2.75 0.7 2.0 1½ 40 48.3 J 70 2.375 3.25 0.9 3.0 70 3.25 1.1 70 70 0.8 70 70 0.9 3.00 2 3.8 3.25 2.75 2.5 3.25 4.25 50 60.3 83 2.875 3.75 1.4 4.3 83 3.75 1.7 6.1 83 3.75 70 3.00 1.1 4.3 83 3.75 108 3.75 1.4 4.3 21/2 65 73.0 95 - - - _--- 2.0 -- - 95 ______ 2.8 _______ 95 _______ 76 2.0 _______ 95 ____- I 95 +- 2.0 76.1 mm 3.000 3.75 5.2 I - 3.75 3.75sw 5.2 76.1 95 t 3.500 4.25 2.4 6.8 - 4.25 - - 3.25 - 6.1 95 4.25 95 6.00 2.4 3 I 10.5 4.25 6.8 80 88.9.4 108 4.000 4.50sw 3.0 J_i 7.9 08 4.8 108 83 2.8 108 152 3.1 3½ 4.50 11.5 4.50 3.50 9.6 4.50 4.50sw 7.9 90 101.6 114 -- 4.250 5.00 3.6 15.5 114 5.2 114 89 - 4.4 114 114 736 5.00 5.00sw 15.5 108 mm - - - - - 108.0 127 .4 4.500 5.00 7.0 11.9 5.00 .4. 15.8 __________ 5.00 _________ __________ 127 I 127 7.0 . -- - 3.75 10.0 5.00 7.25 11.9 4 100 114.3 J 127 5.000 5.25sw 5.4 15.0 j 127 I 5.25 7.2 18.5 127 95 4.5 127 184 5.4 5.25 5.25sw I 15.0 41/2 120 127.0 133 5.250 5.50 68 1 17.8 L133 I 84 - 'J - 133 133 6.8 5.50 5.50sw 17.8 133.0mm 133.0 140 5.500 I 5.50 8.1 4 17.8 I I_- - - - _140 140 8.1 5.50 5.50sw 17.8 1397 .mm 139J 140 5.563 ' 5.50 8.1 - I .- - - - 140 j 140 4.00 15.0 5.50 5.50sw 17.8 5 17.8 5.50 20.0 5.50 125 141.3 140 6.250 6.50 8.1 140 I 9.1 140 102 6.8 140 140 8.1 6.50 6.50sw 27.1 1590mm 27.1 159.0 165 12.3 - - - - 165 165 12.3 6.50-0--t--6,5-0 - 22.0 6.50 28.0 6.50 6.50sw 22.0 1651 mm 165.1 165 1 10.0 25.7 165 I 12.7 - - - 165 165 10.0 6.50 28.0 6.50 4.50 22.3 6.50 1 6.50sw 25.7 6 150 6.625 6.50 168.3 4 - 165 8.625 1 7.75 - - 11.7 47.6 165 12.7 t 7.75 48.0 165 7.75 114 10.1 6.00 36.0 11.7 - 165 I 165 -T- 1 775 I 7.75sw 47.6 8 - - - - - - - - - - - - - - - - - - - CARBON STEEL PIPE - GROOVED FITTINGS 07.01 Grooved End Fittings Tees, Crosses and True Wyes NO. 2OTee F - CtoE-i NO. 35 Cross NO. 33 True Wye NO. 29M Tee with to Threaded Branch NO. 20 - CtoE Cto"\ Cto GE I 2(~S C toTE ci if LJI NO 35 NO. 33 NO. 29M Siz .• • 21' Cros' No 35 No. 33 Tru .. with No. 29M I ThreadedBranch 14 # 14.000 11.00 sw 145.0 - 11.00 198.0 11.00 7.50 1 134.2 11.00 sw 11.00 145.0 350 355.6 14.000 279 11.50 65,8 279 145.0 89.8 279 191 60.8 I 279 279 65.8 377.0mm 3556 16.000 292 12.00sw 65.8 186.0 -- , 12.00 250.0 12.00 - 4_...... 8.00 ___ 167.0 - 12.00 sw 12.00 186.0 16 # 400 406.4 ..+ 16.000 305 13.00 84.4 186.0 -#-..--.--- 305 - 113.4 - 305 - 203 75.7 - 305 .-.--- - 305 - 84.4 - 426.0 mm t 406.4 18.000 300 15.50sw 84.4 260.0 - 15.50 350.0 + 15.50 850 234.0 15.50sw j 15.50 18# 450 457.0 394 . - 8. 000 14.57 117.9 394 - 256.0 158.8 394 -+ -t 216 106.1 394 - 394 1179 480.0mmt - .457.0 20.000 370 17.25 sw 116.1 336.0 1725 452.0 1 17.25 ........ 9.00 281.0 1 17.25 sw -. 17.25 - 336.0 208 500 508.0 438 • + 530.O --.. 152.4 - 438 205.0 ..-+.-,- 438 229 I ------ 127.5 I 438 -- 438 ---f 152.4 mm 20.000 15.39 sw 339.0 508.0 24.000 391 20.00sw + 592.0 20.00 i 795.0 + - 20.00 153.8 10.00 523.0 20.00 sw 20.00 592.0 24 # 600 610.0 24.000 508 • 17.37sw 268.5 - -. 473.0 508 .- + 360.6 508 -. + - -.i- I 254 . - - 1• 237.2 -- 508 -+ -_______ I 508 - -,*--- 268.5 - 630.0 mm t 610.0 441 214.5 r14-24 350-600 AGS For AGS fitting information, see publication 20.05 # For roll grooved systems, Victaulic offers the Advanced Groove System (AGS). For pricing and availability of cut groove fittings in this size, contact your nearest Victaulic sales office. t Chinese standard sizes Note: All fittings are ductile iron unless otherwise noted with an 'sw" or S= Carbon Steel Direct Roll Groove (OGS) SW= Carbon Steel Segmentally Welded - - - - - - - - - - - - - - - - - - - CARBON STEEL PIPE - GROOVED FITTINGS 1 07.01 Grooved End Fittings Cap NO. 60 It NO. 60 Size r .iu Cap x mom= U&M 3% 1.050 0.88 0.2 20 26.9 22 0.1 1 1.315 0.88 0.3 25 33.7 j 22 1.660 I 0.88 0.1 0.3 11% 32 42.4 _J- 22 1.900 0.88 0.1 1 ½ 0.5 40 48.3 22 2,375 0.88 0.2 2 0.6 50 60.3 22 2.875 0.88 0.3 2112 1.0 65 73.0 22 -- 0.5 76.1 mm 3.000 0.88 1.2 76.1 22 0.5 3 3.500 0.88 1.2 80 88.9 4.000 22 0.88 0.5 31/2 2.5' 90 101.6 22 1.00 1.1 2.3 1080mm 4.250 - 108.0 * 4.500 25 1.00 1.0 4 2.5: 100 114.3 25 1.1 1330mm 5.250 1.00 4.51 133.0 5.500 25 2.0 139.7 mm 1.00 4.5 - 1391 5.563 25 2.0' 4.61 5 1.00 125 141.3 25 1.00 2.1 6.8 1590 mm 6.250 159.0 6.500 25 1.00 3.1 7.3 165.1 mm 165.1 25 I 3.3 Size a. Cap 76M 11 1% 6 6.625 1,00 6.1 150 -168 -. 8.625 25 2.8 1,19 13.1 8 200 219.1 30 5.9 1,25 2110 10 10.750 250 273.0 9.5 32 T-35.6 1.25 12 12.750 300 323.9 32 16.2 14 # (s) 14.000 9.50 350 355.6 10.00 1611(s) 16.000 400 406.4 254 18 11 (5) 18.000 11.00 450 457.0 279 2011(5) 20.000 12.00 500 508.0 305 2411(5) 24.000 13.50 600 610.0 343 14-24 350-600 A05 For AGS fitting information, see publication 20.05 - IMPORTANT NOTES: Steel dish caps available through 24/600 mm, contact Victaulic. No. 60 cap is not suitable for use in vacuum service with Style 72 or 750 couplings. No. 61 bull plugs should be used, see pg. 35. # For roll grooved systems, Victaulic offers the Advanced Groove System (AGS). For pricing and availability of cut groove fittings in this size, contact your nearest Victaulic sales office. Note: All fittings are ductile iron unless otherwise noted with an "sw' or "s' S= Carbon Steel Direct Roll Groove (OGS) SW= Carbon Steel Segmentally Welded 1rint I I I I I I I I I I I I I I I I I I 2 of 3 http://www.anvi1int1.com/ProductSearchIPrintProduct.aspx?1id425 2~3(,R%2- ~-- ELBOW45* Nominal Size Max.Working Dimension Approx. Pressure& A S Wt. Each 1 500 1.12 1,12 0.46 25 3450 2M4 78•44 1 4 500 1.29 1.29 0./3 32 3450 32.14 3216 0.33 500 1.43 1.43 0.92 40 3450 363? 36,32 U47 2 $00 1,68 148 1,5 50 3450 4211 4211 068 A —working Premns ceiej ore br rebene on&y nd boimd on Sdt. 40 pipe. Fcr ths btet UL/IJLC, and FM p.cuure ratings vqrm pãp* bodub hotet oz4trd4 c W yq4v bowl Aril Reprnk2Ii'.'e Ductile Iron MATERIAL IJ4o4l EIiEs1 'E Ductile iron threaded fittings are UL & UIC Listed & FM Approved for 500 psi service. Ductile iron per ASTM A536 Class 65.45.12. Dimensions conform to ASME B 16.3 Threads are NPT per ANSVASME B .20. 1. NOTICE.- Ductile iron fittings ham higher tensile strength than tha* of stee4 pipe, Therefore, orer tightening ton cause dcage to pipe &eads which cng leakage. Ductile iron Fittings should be tightened three turns beyond hand tight, but no more than four turns. c® Lam APPftOi1EO F9, Lt f.ev O.r Ad Uflrs,L oe i ew.ae.seTr .r onto an 4saM4 R m. 12/17/2013 X:IS AM I Ductile Iron MATERIAL SPECIFICATIONS Ductile iron threaded Fittings are UL & ULC listed & FM Approved for 500 psi service. Ductile iron per ASIM A536 Class 65-45-12. 1 Dimensions conform to ASME B 16.3 Threads are NPT per ANSI/ASME B 1 .20.1. NOTICE: OLKM@ iron flting ham higIer ierdilo sfreth than that of stool pipe. Theoe,ei 61ening con cowe damage to pipe dureock which may cree teokoe. Duthie iron fltins shculd be lightened three turns UtIfl APPROVEO 'L: ' Print http://wwwanvi1int1.com/ProductSearchIPrintPrOdUCt.aSPX?1id42 :[sTiT ttornlnal Site Mex. Working ._DOnIOnS Approx. Prcssure A B WI. Each 1k 00 1 500 1.58 130 0,62 20 IAI, IT 028 Ph 500 135 1.75 0.90 32 3450 44A5 44,45 or; Ph 500 1.94 1,94 1.20 44) 3450 45Th6 45.276 054 2 500 225 2.25 LBS 50 3450 ii. S 5Ars 084 2. nfl HA Fur LWPWAWW11 t)ead Uru. OUWO an AewO Sane A -Woiing Pissanro Rinoro For relerencm only end boned on Sdr dOpipo. For *. and FM pceeeuno rofirgs verws pçe chodtc, phaso visit grrrrrtIccur or contact yaw Focal Anvil Rporentotive. I I I I I I I I 12/17/2013 8:19 AM http://www.anvi1int1.comIProductSearch/PrintProduct.aspx?1id'4262 1rint I I I I I I I I I I I I I I I I I I 2 of REDUCING 900 ELBOW Nominal Size Max. Waricing Dimensions Approx. A 8 Wt, Each 1 x 1h 500 128 1.36 0.44 25z15 3450 41, C-11 34.54 0.20 1 xV( 500 1,37 1.45 0,52 5X to 3459 3,179 3643 3.24 500 1.34 1.53 0.64 32113 34550 3103 3885 0.29 1A XV, 500 1.4$ 142 0J2 32120 3450 3/73 41.14 0.33 11x1 500 138 1.67 0.75 32x25 34S0 437 4241 P4*1 500 1.65 1.80 0.92 40x25 3459 '.34 45.12 0.42 1½xP4 500 1.82 1,88 1.08 40x32 3450 4/22 4/75 0.49 2x 1h 500 1,49 1.88 LOB 50' 15 3450 313.1 .1//S 0.49 2xV4 500 1,60 1.91 1.24 50 23 3450 4014 0.73 0.34 2*1 500 123 2.02 1.40 5073 3453 43.94 5130 0.61 2x1¼ 500 1.90 2.10 1.52 48.2/ 53.34 01?) 2* 155 500 2.02 2.16 1.85 5070 3J5/ S.30 5.4.8/ 015 - VAAing Pct Rdirqi ore for refecne onI arsd bod on S&i. 40 pipe. For do 1oe3 ULJUtC. and FM pre roninge Nwims pipe schedule. p1eoeit arrolind.00m 000t yoi.w local Mb/I Ductile Iron TflIAi Ductile iron threaded fillings are UL & UIC listed & FM Approved For 500 psi service. Ductile iron per ASTM A536 Class 65-45.12. Dimensions conform to ASME 816.3 Threads are NPT per ANSI/ASME B1.20. 1. NOME Ductile iron fittings have hiir tendle stravth than thot of stw pipe. 11iidoe G.'O( ti9hterin9 can cause damage to pipe dveods which may cause Ieoka9e.. Ductile iron fiitins should be fighfaned three turin beyd bond tight, but no more ihan kur turns. L1$T APP55O'1O Fm Owsin re v.iin*'.fi een Of WOO eliAftr$søe Rrere*eI 12/17/2013 8:24 AM Print — t : http:f/www.anvilintl.comfProductSearchlPrintProduct.aspx?1id43 (-W) AWIL I Ductile Iron MATERIAL S J' I ['11' E Ductile iron threaded fittings ore UL & UIC Listed & FM Approved For 500 psi service. Ductile iron per ASTM A536 Class 6545.12, I Dimensions conform to ASME B 16.3 Threads ore NPT per ANSI/ASME B 1,20. 1. NOTICE Dudile iron linings bove higher W09 strasVth than tha4 of steel pipe. 1tr6e, over teing can cooe 4mvxje to pipe &reoc4 which cse hokae. 1)uctIe iron fiftings sl,outd be tightened three turns beyond bond tigifit, but no mom than Ióur h,rn. ut1O APPROVtO - STRAIGHT TEE Nominal Silo Max. Working Prnssure,& Dimensions Approx, Wt, Each B In. (mm) PSi W) Ii. two k1L (mm) a (tØ 1 500 1,50 1,50 0.85 25 3450 35a 3i0 1¼ 500 1.75 1.75 1.22 32 3450 445 43c 114 500 1.94 1.94 1.55 40 3430 4?V .1)? 0i) 2 500 2.25 2.25 2.45 $0 3450 5P5 51i5 UJ rei wtVVAM0,4V We" am UnuG'u. 44 Dui L V'W1L1W AnvI snoeqefr A I 2 of 3 A —%bng Prvtwre R&i ore far refercne o and based on Sck 40 pipe, For the Iatoi4 ULJULC end FM pvwsc re1in5) vws,.% pip, schomdv6, phoe visit arwintEceni Q conto.t yeic lqcul Anvil RepreumiMotwe. I I I I I I I I 12/17/2013 8:25 AM 1rint I I I I I I I I I I I I I I I I I I 2 of 3 :11.1fk[ctTEE Msx. DimIors Nominal Size Workiflg PP DXh PressureL A 8 C &6,) PI4Ibj k fmw knr kt( ML(k& 500 130 1.36 1.50 0.64 25d52S 450 3U0 3454 3, 110 02' 11 Y4 x 1 500 130 1.45 1.50 0./3 Ix I x ½ 500 1.26 1.26 1.36 0.71 _.LL2LL1!.. 345:0 W1 3100 3454 J.S/ I x 1 x Y, 500 1.37 1.37 1.45 0.16 0 480 .i484? 341 5 -I x I z 1¼ 00 U? UT 1TU 1.98 215 12 3450 42.45 42.41 40.53 04. 1 X x½ 500 110 1480 1.65 1.16 25.c25110 3450 4i 111) 45.1? 41,91 553 IS1IX Ix½ 500 1 34 3.26 133 0,82 32.2S x 15 .3150 304 3160 331S 531 1¼x1 x3' 500 1.45 1.31 1.62 0.90 ....3/ 5350 x3 3480 V. '. 01 If NIX lxl 500 138 1.50 1.67 1.00 154x1 x1½ 500 135 141 1.15 1.08 Th15t2? .,3450 44.45 474? _A..45 i$ 1¼ xl x 116 500 1,80 1.80 1.82 1.42 37$5x40 1450 41.15 451? 46.2? 014 11/4 x 1 V x ½ - 9 1.34 114 i53 0.86 l 21 7 4 4P4 14514 9R3 C 97 I½x 1¼x¼ 500 1.4$ 1.45 U2092 'Vi 4 jV/ 47 4f,93 41 JS 1j5 1Yx 1$'tx 1 500 1.58 1.58 1.81 0.95 5455 pr " 4513 4753 0,43 154x 15'tx 1½ 500 1.88 3.88 1.82 1.45 r41 34 Z '5 _____ ___111 3 11 46 ' T 16 1/tx 1Vtx2 500 2.10 2,10 1.90 1./5 I 750 1 341 7 4 /5 .3 1Y?x1xVz 500 1.41 1,34 1.66 0.95 .__!_.i.ii_ _/j.__ I 7L... __________ 0 ' 1½x1x¼ 500 1,52 3.37 1.75 1.14 ' 530 34 44J 0 J1,5x1x1 500 Th' It 1.50 1.1/ 481 125 I S 1½ xii 1½ 500 142 3.61 1.88 1.34 40535732 3150 461.5 42.4? 4215 052 1½x1x11h 500 194 1.80 1.94 1.45 3-,501 I 9, 29 J),2 53 1 A 16 Phxl½x ¼ 500 1.41 1.34 1.66 1.05 I " si 1401 41,16 1 114 xl 54 '4 500 132 1,45 135 1.15 311, '1 ..,IAL...... JQ_ ia. l½xlVexl 500 1.65 1.58 1.80 1.25 0' )½x1¼x2 500 2.16 7.10 2.02 1.90 I 1S5) 34 '4, 155x155x½ 500 1.41 1.41 116 1.15 35 3450 35.15 .1732 I 2? 411 1 05:1 d f4 F- A -- B .? http://www.anvilintl.com/ProductSearch/PrintProducLaspx?1id4264 Ductile Iron Ductile iron threaded fittings are UL & ULC Listed & FM Approved for 500 psi service. Ductile iron per ASTM A536 Class 65-45.12. Dimensions conform to ASME B 16.3 Threads ore NPT per ANSI/ASME 91,20, 1. NOTICE: Ductile iron floings ham hlg&ic imn5lu strength than thax of stud pipe. Thee6oe, titin9 con OU7e clormoge to pipe dveoch which may ca*e leakage- buc1e iron fiflinqs should be tightened three turns bed ho,d tht, but no awe thon lout' tuots, WflD *P1'ftOVED Far LiswevAppmal Det14td Lme, a4*b it *t,tCA4 Ui Si44 '1 1'TèM1 I Nominal Size Max. Oimenslcns Waxin9 A fioprox. w. E h Pressure4 A C h(nxt kt. i.gtb k1 lgi 1¼x154x 1.75' 124' 40140720 34.58 351 38.$ 15 0 56 1¼x114x1 500 1.30 I 5)4 77 1:50 411 '5 3 171 1½x1½x1Y 500 1.82 1.82 1.88 1.48 348y53' 3450 4623 5653 4115 06? 154* 154*2 500 2.16 2.16 2.02 1.98 3455) 54 i:6s.165.......1.80 5. 5 41 5 2*1*2 500 2.25 2.02 7.25 2.15 775/ 1)7! :4J 5,1 77 ( 5 lx 1¼ *2 500 2.25 2.10 2.25 2.30 4 8 5135 44 3" ______ 2115:1). 500 1.49 1.41 1.88 130 Si, T0 3/31 511 4/ 8 1.60 1.52 Tfl 1.2 530 3450 40.64 38.41 50.04 0.13 500 flTW G2 T64.... 50 " 145 .F' 'fl*i 35541 551 53 21½i 1¼ 500 1,90 1.82 7.10 1.80 50140762 3J10 3826 4633 53.34 0.82 2* 1½x 1½ 500 7.02 1.94 2.16 2.00 50140740 3455 i!.3 . 19.28 1 548 45541 21542 500 2.25 2.16 2.25 2.35 50 jr 40 y 50 s/Ic pl- ________ 2*2x¼ 500 1.49 1.49 1.88 1.60 0r,5Qi15 1 345Q 1515 x, 3i . ..SLLL Q.L.L- 7*2xV, 500 1.60 1.60 1.97 1.68 Ci 50i?O 341i. . I I 54 221 500 T7" 173 1.TJF 1.85 4 75 3450 4" ____ 14 P,11 2x2x55 5 0' 1.90 1.0" " 2.10 2:04 445 4 /5 2*21 1¼ 500 2.02 2.02 2.16 2.18 40 41 17 2x2s2¼ 500 2.60 2.60 2.39 3.61 545753765 3150 1 44.45 . 4242 44.45 3.64 21h X2XY4 500 1.74 1,60 2.32 2,28 65,55120 .5453 1 4445 4347 4.4, 45 35L... A - WQC*iiig Prouum Rotingl ore 6 re4ereco only wd based on &h. 40 pipo. For the WW ULA&C, ed FM pmssirq ratings versus pipe 77611u1e, plcole vita wNjAcam Or rontixi your tooI Aesil Rep'esei*.32ve. 12/17/2013 8:24 AM I Ductile Iron MATERIAL SPECIFICATI- Ductile iron threaded fittings ore UL & ULC listed & FM Approved For 500 psi service. Ductile iron per ASTM A.536 Class 65-45-12. Dimensions conform to ASME B 16.3 Threads ore NPT per ANWASME B 1.20, 1. NOTICE: Dudilo iron fibings have higher omi1e strength than thai of sted ppe. Thoe o'e' fi#wtoninq can cove dxna9e to pipe dwoods which may cciwe Ikoe, Ductile iron hftin should be tightened three turns bnd bond tight, but no mom than tour turns. c® UST5b APPROV90 Print http://www.anvilintl.comfProductSearchlPrintProduct.aspx?1id46 BULL HEADk di Honunat Size An. Dimensions Approx. ProswreA A B C WI Each It (nra It It At. Carl -!to* lxi x IV, 500 1,67 1.61 1.58 0.98 2542532 3450 42.41 4241 40.13 1 zi x1½ 500 1.80 180 1.65 116 25x25.40 3450 15.12 4512 41,91 053 14x Ix fl4 500 1.88 1,80 1.82 1.42 32175i40 3450 41.15 45.72 46.27 04 NX LAX lyl 500 1.88 188 1.82 1.45 37A33140 3450 41.15 4115 46.21 066 i51x1%x 2 500 210 2.IG 1.90 1.i 32s32x50 3450 53.34 5334 4526 154x1Vtx2 500 216 2.110 2.02 1,90 OiV jr 3450 54.86 5334 5f30 0.34 11,4x1Ytx2 500 2.16 216 2.02 1.98 4040150 345iJ 5426 5423 5130 034 For &ev Msess d uiesne'e. eoi withies M-w,uls*m yr yr M'iI Su* 8yrN4*'*&.. I i I 2 nfl * - Woknsg Pur* Rotings are 6r talw6eft only and based an Sdt. 40 pipe. For *4 kitent ULOJLC and PM pressure ratings versus pipe scNedulo, please visit ons4irdom or contod your local Anvil Representative, I I I I I I I 12/17/2013 8:19 AM Ductile iron threaded fittings ore UL & UIC Listed & FM Approved for 500 psi service. Ductile iron per ASIM A536 Class 65-45-12. Dimensions conform to ASME B 16.3 Threads are NPT per ANSI/ASME 81,20. 1. NOTICE: Ductile iron fittings he hilier tessiOa 5tres19th than that of s'ed pipe. TherJoe,oiev 6614.ening con cor,edosnage to pipe i*recxh which may cause Ieokae. Ductile iron flftins should be fighttired three turns beyond hand tight, but no nrc than kur turns, C@4 U$llfl APMOEO c, 1'if0I4*&K5t Ufl.55s. see aureusu M..Ui5 RdWse. I I I I I I I I I I I I I http://www.anvilintl.com/ProductSearchlPrintProduct.aspx?lid=426 1 Ductile Iron 7 •;i ::-•- Nwinal Site M. Wekirtq Preswr,A Dimensions Approx. WI. 'och A B P9 aN 1k, go 1 500 1.50 1.50 0.98 23 3450 38.10 38J0 014 1V 500 135 135 1,50 32 3450 44.45 4445 0i8 155 500 1,94 1,94 1,90 40 3450 41?! 47. 0.8 2 500 2.25 2.25 2.95 50 3450 5114 5114 UI 1¼x1 500 1.58 1.61 1.27 3225 3450 .1 14 033 154x 1 500 1.65 1.80 1.48 40g25 .3450 4).9 45.12 031 2 xl 500 133 2.02 2.10 50 25 3450 43.14 5133 - Wo1dn Preure Rai ore lor rtfmenm or4 and bored on Sd. 40 pipe. For +a low ULJULC, and PM pressure ratings versus pipe scWL4e, please 'sit ainiicom or contact ysur local Aiwil Rsentoth'c. I I 2 of 3 12/17/2013 8:22 AM Ductile iron threaded Fittings are UL & ULC Listed & FM Approved for 500 psi service. Ductile iron per ASTM A536 Class 65-45-12. Dimensions conform to ASME 816.3 Threads are NPT per ANSI/ASME B I .20.1, NOTICE; Dixisle iron filings have highor kni4a trangh 11son H,o of ntnid pipe,11se4ote over tkjseni9 con 4o3e damage bo pipe dveods wl*h may come eoko9e (Ductile iron liftings should be tightened ihree turns bcyencl hand tight, big no mare than tour tunis. J$tfl APPROVED Poi UswwAVPV4 OrWift and ' OLS ASA i=1 OXHAO M AWP SaM* 0rl*iani4d4 Print http://www.anvilintl.com/ProductSearchlPrintProduct.aspx?1id42 WMARIVIL Ductile Iron Nominal Size I:j1a1J[.th[r Max. Working PressureA A .[.1IJJh'kI Di(fleosiofl$ Approx. WI. Each 1 x A isxI5 500 3450 1.6? 0,31 1 x~ 500 16? JS0 T 033 0?4 £ - Vng Pressum RafmV oe forfcence ody and based on Sck 40 pipe. For the Ia$ei ULJUIC. and FM pcnure rofings virsus pipe sbodvio, ploosa visii anvintLccn ot ccnact yow localArn Rapcasostativc. I 9 nfl 12/17/2013 R:24 AM i rint http://www.anvilintl.comlProductSearch/PrintProduct.aspx'?lid=4258 I I Ductile Iron 7,,j7Wtkina Omensions ____ Style Approx a. A WI Each I,. i) It13i k () It 49W k. law 1 x V 500 0.15 0.25 1,42 Ouio 0.22 21115 3450 198$ 6.3$ 34.15 0.10 1 xyi 500 035 0.25 1.42 Outsida 0,11 25x20 3450 1905 6.35 36.16 _______ OILS PAul 500 080 0.28 136 Outside 0.28 35 3456 2932 7,111 4415 013 114u 1 500 0.83 0.31 2 .00 Outside 0.45 40x5 3450 2108 1.814 3015 015 Phx 11/4 500 0.83 0.31 2.00 Outside 0.30 40.4 32 3450 71.03 1,814 5056 0.14 2 x 1 500 0.88 0.41 1.95 inside 0.81 502S 3450 22.35 10.414 49.53 0.30 2x PA 500 0.88 Outside 0.13 50x32 3450 2235 3636 22 033 2x 1Y 500 0.88 0,38 E2.48 0. 50x40 0.34 Outside 3430 22,35 8636 9 £ Woting Premra Ratings are for ref&ene ly and based on &8. 40 pip For the latest UI/UIC. and FM pressure ratings versus pipe Khud*40, please visit c inticere or contact yow local Atn4l I I I 1 I I I I I I I 1TrWft1 nDremnaTir Ductile iron threaded fflings ore UL & ULC listed & FM Approved for 500 psi service. Ductile iron per ASTM A536 Class 654512. Dimensions conform to ASME 816.14 Threads ore NPT per ANSI/ASME 81.20.1. NOTICE: D*xtile imn flitings hove 1g1ser tensile strength than that of steel pipe. Therelore o.'er tightening can cause clótnage bD pipe thweoch which may cause leakage 0uc61e iron fittings should be tightened three turns beyond hand tight, but no rero thon four hems. Ustie APPROVED Fui cseeeeen*e 0ess4s sue L. *olou. wntvsu C sq MV10 AA A&.10 54 Riøqr,* ±4J i Inside Head Outside Head I I I I I 2 of 3 12/17/2013 8:19 AM Print http:/Iwww.anvilintl.coniiProductSearch/PrintProduct.aspx?1id42 !WLt Ductile Iron Monilnol Size Max. Woiidng Dimensions Approx, PressureA A WI. Each k ow tk 40 1 N5® 1.61 040 25 3450 500 1.93 0.51 32 3450 02 500 7.15 0.15 40 3450 54.6 3 034 2 Soo 2.53 1.15 $0 3450 4-76 052 A. iing Prqmr* Ro(ns are for refwenm only and boed on Sd, dl) piph Forth, latest UL/ULC, and FM peemum rvdings vorm pe s.thedle, ptisoisii on nitonnor onnioct yow local Anvil Rewlisenlog— MATERIAL SPECIFICATIONS Ductile iron threaded fittings ore UL & ULC listed & FM Approved for 500 psi service. Ductile iron per ASIM A536 Class 654512. Dimensions conform to ASME B 16.14 Threads ore NPT per ANSI/ASME B1.20, 1. NOTICE: 0*xtile iron fiftings hono highar teniie strength than Mt of steel pipe, ThereIove ovw tightening can cone dornoge to pipe threads wh14th may canie leakage. Ductile iron fittings should be tightened three turns beyond hand tight, but no mom thoo lour h,rnt. c®I two APPROVe.O Fc,, Uma 0 d eei aw t r,*SOfl — an t $0" Q*54CÜS M )0 I 12/17/2013 8:22 AM http:/fwww.anvilintl.cornfProductSearclilPrintProduct.aspx'?lid=4259 Ductile Iron a. • Nominal Size Max. Working Dimensions Approx. FrossureA A WL Each 1 500 1.16 0.32 25 35O $146 OM 1114 500 1.28 0.43 500 1.33 040 Al J450 38Th 0.77 2 500 1.45 0.91 50 3450 3633 0.41 £ - Wc1g Preswro Rcii ore for rdeience oiiy and bosd on Sc. 40 pip For di. k*1m4 UIMC. d FM pressure rang vecw ppe schqdvlo, plcoi hit orwOWLcom at coitact y9or IoaI Anvil Ductile iron threaded fittings ore UL & ULC listed & FM Approved For 500 psi service. Ductile iron per ASIM A536 Class 65-45-12. Dimensions conform to ASME B 16,14 Threads are NPT per ANSI/ASME B 1.20, 1. NOTICE: Ductile iron Ritings have hilwr kiarIe sren9ih than that of OW -. Thee1ore, over tightening con covse domoge to pipe seods which may cause leakage. Dtxlite iron fittings sha&itd be ghtened three turns b4)nd hcsd tIM bet no mote th tour turns, uite AO'PRQYEO e UsWWAppmm Omat atd U'tekee see ee e1t 5M Reese* 1 A (TIIIj 12/17/2013 9:22 AM http:I/www.anvilintl.conilProductSearchlPrintProduct.aspx?Iid42 I Cast Iron - Class 125 Fittings MATERIAL SPECIFICATiONS I Cost iron threaded fittings ore UL & UIC listed and FM Approved. Cast iron per ASTM A126. I Dimensions conform to ANSI B 16.4 Class 125, Threads are NPT per ANSI/ASME B 1.20. 1. I umm APP8DVD Fo U. .AOwrI 004M &-d Lnftb" . OWAOO *A AdW SO" 9 rr.1..uU 4. Print Nominal Size Max. Working Dimensions Approx, PrassureA A WI. Each k Ow.1flLI) (ftV LkfJj) ½ 300 0.94 0.10 204$ 2381 0.05 Y4 300 1.07 0.11 20 2045 ?7,i1 0.03 1 300 1.25 0.28 25 2045 31 15 0.13 300 1.34 0.44 32 2045 3454 1½ 300 1.45 0.62 2O6 36.83 0.28 2 300 136 0.91 50 2043 3W I I I I I I I 2 of 3 12/17/2013 8:29 AM .A I F : A Nietuire R4V art Føi' w'4 bartd on S&40 pipe. For thc lohw UI/ULC, and FM pe*ire at gMule, peae or cywad your taoi M.41 Roroutntaiin. I .4 1jiIiJ c ' DEWALT ITW Buildex Hangermate+ Sammys® Suspender No Type 17 Gimlet Gimlet Only Select Sizes All 2-piece Type 17 Gimlet Helps Reduce Splitting* Compared to Sammys drilled 2 into pressure treated lumber with DEWALT DCD79002 - DEWALT 114"x2' / Sammys 114x2 - . 41 Sammys° is a registered trademark of Illinois Tool Works Inc Installation Driver Reference ii DESCRIPTION DRIVER Hangermate+ Wood - Vertical III 1/4"x 2 PFM2201150 Wi:: • • 1/4 xl" PFM2201150 PFM2251 100 1/4x2 PFM2201150 II I 5/16 x 2-1/2 PFM2201150 II 1/4 x 3" PFM2201150 I 1/4x4 PFM2201150 II 5/16 x2-1/2" PFM2201150 Hangermate+ Wood - Horizontal 'ii 1/4x1" PFM2201150 I I 1/4 x 1 PFM2201150 PFM2261 100 1/4 x2" PFM2201150 5/16 x 2-1/2" PFM2201150 Pivot For Wood - Angled Applications 1/4" x2" PFM2201250 Suspender For Wood - Dual-Directional Ki*1IIIIIII 5/16 x 2-1/4" PFM2201 300 Wood - Acoustical Ceiling Screw Eyelet *.1IIIIII 1/4 x3" PFM2201350 1/4'x 2' GST 200 PFM2251050 1/4 x G5110 ii 1/4'x2" GS120 I I.. I 5/16 x2-l/2 GST25-380 •I 1/4x3' GS130 I 1/4"x4" - II 5/16 x 2-1/2 GST2 Hangermate+ For Wood - Horizontal OIl 1/4 xl' SWG 200 • I 1/4 x SWG 10 II 1/4 x 2' SWG 20 5/16 x 2-1/2 SWG 25-380 Hangermate+ Pivot For Wood - Angled Applications 421 1IIIII 1/4' x 2' SH-GST 20 Vertical 1/4' 25 125 Vertical 3/8' 25 125 Vertical 3/8' 25 125 Vertical 3/8' 25 125 Vertical 3/8' 25 125 Vertical 3/8' 25 125 Vertical 1/2 25 125 Horizontal 1/4 25 125 Horizontal 3/8' 25 125 Horizontal 3/8' 25 125 Horizontal 3/8' 25 125 Variable 3/8' 25 125 DESCRIPTION SAMMYSO MODEL # HANG ROD SIZE 011 MSTR OTY Hangermate+ For Wood - Vertical Hangermate+ Suspender For Wood - Dual-Directional Vertical & KNMOMOI 5/16' x 2-1/4' - Horizontal 3/8" 25 125 Hangermate+ For Wood - Acoustical Ceiling Screw Eyelet Ktk9I•I 1/4" x 3" CWSD 15 EyeletVertical & Hole25 125 Horizontal The Complete Anchoring Solution - Installation Accessories and Tools NIlIlLlJl;lI DESCRIPTION HANGERMATE+ QTY MSTR UTY1 KW'iIlI•1 Wood Socket Driver Rod Hanger 1 5 'KLIJKIlIlI Suspender Driver Suspender 1 5 Pivot Driver Pivot 1 5 - Ceiling Screw Eyelet Driver Acoustical 1 5 Pole Tool Kit Rod Hanger 1 5 IIll.1II}tl 12V Max* Lithium Ion 1/4" (13mm) Screwdriver Kit 20V MAX* XR Lithium Ion Brushless Compact Drill/Driver Kit JIO1 20V MAX* XR Lithium Ion Premium 3-Speed Drill/Driver Kit 20V MAX* XR Lithium Ion Brushless Premium Hammerdrill Kit * Maximum initial battery voltage (measured without a workload) is 20 volts. Nominal voltage is 18. I I B-Line by T.flJ Beam Clamps I I Fig. 69 - Beam Clamp Retaining Strap (B-Line B3367) ®TOLCO Size Range: /8'-16 thru I4'-10 rod 4" (101 .6mm) thru 16" (406.4mm) lengths Note: longer lengths are available consult factory Material: Pre-Galvanized Steel Function: To offer more secure fastening of various types of beam clamps to beam where danger of movement might be expected. NFPA 13 requires the use of retaining straps with all beam clamps installed in earthquake areas. Satisfies requirements of NFPA 13. 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 mechanism of some kind, such as a hex nut for the Fig. 69 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. Finish: Pre-Galvanized Order By: Figure number, length (L), and finish. Note: Minimum return on strap is 1" (25.4mm) For Use With: Any B-Line or TOLCO beam clamp. 11 1 I I I J Part No. Hole Dia. D in. (mm) Length 69-/8-L /16" (30.1) Specify I 69-1/2-L 69-/8-L 9/1e" 11/16" (30.1) (50.8) Specify Specify 69-/4-L 13/16" (63.5) Specify Li I All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. 16 Fire Protection Solutions I I Set Screw and Locknut Included All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. Fire Protection Solutions 13 B-Line by I Beam Clamps I Fig. 65 - Reversible Steel C-Type Beam Clamp 3/4" (19.0mm) Throat Opening Fig. 65X1 - Reversible Steel C-Type Beam Clamp 3/4" (19.0mm) Throat Opening (bottom of page) Size Range: Fig. 65 - 1/2'..13 rod sizes, and 5/8"-11 rod sizes Fig. 65XT - /8"-16 rod size (see below) Material: 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" (19.0mm). Features: All steel construction eliminates structural deficiencies associated with casting type beam clamps. May be used on top or bottom flange of 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). Exceeds requirements of the National Fire Protection Association (NFPA), pamphlet 13, 3/'-16 rod will support-1/2".05m-nn) thru 4" (100mm) pipe - - -- - - - 1/2'..13 rod will support thru 8" (200mm) pipe Finish: Plain. Contact B-Line for alternative finishes and materials. Order By: Figure number and finish Fig. 65 Patent #4,570,885 Part Rod Size B C D E No. A in. (mm) in. (mm) in. (mm) in. (mm) 65-1I2 1/2"_13 11/2" (38.1) 3/4" (19.0) 1" 125.41 s/is" (14.3) 65-/e /8"-11 11/2" (38.1) 3/4" (19.0) 1" (25.4) /16" (14.3) ®TOLCO 1 Part F Approx. Wt./100 No. in. (mm) Lbs. (kg) 65_1/2 11/4" (31.7) 55 (24.9) 65-/8 11/4" (31.7) 55 (24.9) Fig. 65XT-3/8 - Beam Clamp -'.(25.4l Feature: Extruded holes allows for more thread ;>I USTED engagement of threaded rod and set screw. 1 /16" Weight: Approx. Wt./100 - 28.0 Lbs. (12.7kg) 65 1 Finish: Plain or Electro-Galvanized S Order By: Figure number and finish (19.0 Approvals: Underwriters Laboratories Listed (cULus) and FM Approved (FM) for up to " (100mm) pipe. set Screw and /8' Locknut Included Designed to meet or exceed requirements of 134.9) FM DS 2-0. I U U I Li Fig. 25 - Surge Restrainer Size Range - One size fits 3/4" thru 2" pipe Material - Pre-Galvanized Steel Function - Designed to be used in conjunction with TOLCO® Band Hangers to restrict the upward movement of piping as it occurs during sprinkler head activation or earthquake type activity. The surge restrainer is easily and efficiently installed by snapping into a locking position on the band hanger. This product is intended to satisfy the requirements as indicated in the National Fire Protection Association NFPA 13, 2010 edition, 9.2.3.4.4.1 and 9.2.3.4.4.4 Can be used to restrain either steel pipe or CPVC plastic Pipe. Approvals - Underwriters' Laboratories Listed only when used with TOLCO band hangers Fig. 2, 2NFPA and 200, in the USA (UL) and Canada (cUL). Finish - Pre-Galvanized Order By - Figure number and TOLCO band hanger, size from 3/4" thru 2". Patent #5,344,108 COOPER B-LINE 1375 Sampson Ave • Corona, CA 92879 • 800.786.5266 • FAX: 951.737.0330 C @ US LISTED I I 1 I I I I I I I [1 I Upper Attachments I Fig. 78 - All Steel Ceiling Plate Size Range: /8"-16 rod Material: Pre-Galvanized Steel Function: Attachment to wood beams, ceilings, metal decks or walls. Can also be welded to steel beams. Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Additionally, UL has listed the Fig. 78 with fasteners as shown in the table below. Finish: Plain or Electro-Galvanized. Contact B-Line for alternative finishes and materials. Order By: Figure number, rod size and finish Patent #5,702,077 UL Listed Fastener Table Pipe Size Oty Fastener Type Material 1/2" - 2' 2 #14 x 1/4" A-point hex-washer-head sheet metal screw Wood 21/2" -4" 2 1/4" X 11/2" wood screws* Wood 1/2" -2" 2 1/4' x 1" tek screws Metal (18 gauge) 1/2" -2" 2 #14 x 11/4" A-point hex-washer-head sheet metal screw Wood - 1/2" - 2" 2 #14 x 2" A-point-hex-washer-head sheet metal screw Wood thru /8" gyp board * No pre-drilling I Li Larger pipe sizes can be hung with reduced spacing. Part No. Pipe Size A B C Hole Dia. U Thread Size Approx. WtJ100 in. (mm) in. (mm) in. (mm) in. (mm) in. (mm) E Lbs. (kg) 78-/8 1/2' - 2" (15-60) 3" (76.2) 21/8" (54.0) 11/8" (28.6) /16' (7.9) /8"-16 15 (6.8) Fig. 51 - Side Beam Bracket for NFPA Rod & Fastener Sizing Size Range: /8'-16 thru 1/2"..13 rod, 1/2" (15mm) thru 8' pipe (200mm) Material: Steel Function: Recommended for attaching hanger rod to side of beams or walls. Designed to accommodate current rod schedule and fastener requirements per National Fire Protection Association (NFPA) Pamphlet 13. Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL), and Factory Mutual Engineering approved. Finish: Plain or Electro-Galvanized. Contact B-Line for alternative finishes and _--' materials. Order By: Figure number and finish c®us LISTED . I I 1 Part No. Pipe Size in. (mm) Rod Size in. A (mm) in. B (mm) C in. (mm) Hole 1 in. (mm) Hole 2 in. (mm( Approx. Wt./100 Lbs. (kg) 51_1/2_2 1/2"-2" (15-60) /8'-16 2' (50.8) 3/4' (19.0) 2" (50.8) /16' (11.1) /16" (11.1) 35 (15.9) 51_21/2_4 21/2" -4" (65-100) /8"-16 2" (50.8) 3/4" (19.0) 2" (50.8) /16" (14.3) /16" (11.1) 34 115.41 51-5-6 5"-6" (125-150) 1/2"13 21/2" 163.51 3/4" (19.0) 21/2 (63.5) /16' (14.3) /16" (14.3) 71 (32.2) 51-8 8' (200) 1/2"_13 21/2" 163.51 3/4" (19.0) 21/2" (63.5) 11/15" (17.5) /16" (14.3) 70 (31.7) All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. B j ine Fire Protection Solutions 83 by I I I ii; L 1 2-#16x2' Drive Screws 1/2 (15mm) - 4(100mm) pipe Per NFPA 1 - /' or 112 Lag Bolts Up to 4(100mm) pipe I I I 2 - 1/4' x 2" Lag Bolts (No Pre-Drilling Up to 4(100mm) pipe 2- #14x 1" Tek Type Screws Into Mm. 16 Gauge Steel Up to 4(100mm) pipe Bolt & Hex Nut Up to 4" (100mm) pipe L .i Upper Attachments Fig. 58 - Threaded Side Beam Bracket (OTOLCO Size Range: 3/8 -16 rod, pipe sizes 1/2' (15mm) thru 4(100mm) C®Ills Material: Pre-Galvanized Steel USTED Function: Practical and economical bracket used to support piping from wood, concrete or steel beams. APflOVID Features: Unique design allows rod to be easily threaded into bracket. Offset design permits unlimited rod adjustment. Center mounting hole will accept /8" and 1/2' fastener B bolts. Per NFPA 13: 1/2" (15mm) thru 2' (50mm) pipe requires /' fastener, 21/2" (65mm) thru 4' (100mm) pipe requires 1/2' fastener.* Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL), and Factory Mutual Engineering approved thru 4(100mm) pipe. j j Finish: Pre-Galvanized Order By: Figure number and finish to *Note: Additionally UL has listed the Fig. 58 with fasteners '__~ A7~ as shown in table below. I I I I UL Listed Fastener Table Pipe Size Qty Fastener Type Material 2" 2 #16 x 2" Drive screws Wood 2' 1 /8" Lag bolt Wood 21/2" - 4" 1 1/2" Lag bolt Wood 31/2" 2 1/4" x 11/2" Lag bolts Wood 4" 2 1/4" x 2" Lag bolts ** Wood 4" 2 1/4" Ic 1" Tek screws Metal (15 gauge) 4" 2 1/4"xl" Tek screws Metal (l6gauge) ** No pre-drilling Larger pipe sizes can be hung with reduced spacing. I Part No. Pipe Size Rod A B C Approx. Wt./100 - in. (mm) Size in. (mm) in. (mm) in. (mm) Lbs. (kg) 58 1/2" - 4" 115 - 1001 /8"-16 23/4" 169.81 11/2" (38.1) 11/8" 128.61 14 (6.3) All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. Fire Protection Solutions 85 I I 1 B-Line by ff.fford i— i:i. (V I IN.-I. I _II FIG. 70S Fig. 70 - Steel Rod Coupling Fig. 7013 - Steel Reducing Rod Coupling Fig. 70S - Short Pattern Steel Rod Coupling Fig. 71 - Steel Window Rod Coupling Size Range - 1/4 thru 11/2 rod Material - Carbon Steel Function - Used for coupling two threaded rods together of equal or reduced rod sizes, with or without inspection hole. Finish - Electro-Galvanized Note - Available in HDG finish or Stainless Steel materials. Fig. 70 Dimensions • Weiahts Rod Max Rec. Approx. Size Length Load Lbs. Wt./100 1/4 7/8 240 2 5/16 13/4 300 13 3/8 1-Y4 610 11 1/2 1-Y4 1130 11 5/8 2½ 1810 16 3/4 21/4 2710 27 7/8 21/2 3770 57 1 2-Y4 4960 70 11/8 - 11/2 - Consult factory for specifications Fig. 70R Dimensions • Weights Rod Max Rec. Approx. Size Length Load Lbs. Wt./100 3/8x1/4 7/8 240 4 1/2x3/8 13/4 610 7 5/8x112 21/8 1130 14 3/4x5/8 21/4 1810 21 7/8x3/4 21/2 2710 40 Fig. 70S/Fig. 71 Dimensions • Weights Rod Max Rec. Approx. Size Length Load Lbs. Wt/100 3/8 11/8 610 4 1/2 11/4 1130 6 For rod sizes 5/8 to 1 - consult factory I I 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 I ?owers Power-Stud +M SD2 PRODUCT INFORMATION FASTENERS Power_Stud+ SD2 Wedge Expansion Anchor The Power-Stud+ SD2 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, structural sand-lightweight concrete and concrete over steel deck. The anchor is manufactured with a zinc plated carbon steel body and stainless steel expansion clip for premium performance. Structural connections, i.e., beam and column anchorage Utility and safety-related attachments Interior applications I low level corrosion environment Tension zone applications, i.e., cable trays and strut, pipe supports, fire sprinklers Seismic and wind loading Medium to heavy-duty purposes + 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 I + 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-2502 for concrete Code compliant with the 2009 IBC, 2009 IRC, 2006 IBC, 2006 IRC, 2003 IBC, 2003 IRC and 1997 UBC Tested in accordance with ACI 355.2 and ICC-ES AC 193 for use in structural concrete under the design provisions of ACI 318 (Strength Design method using Appendix D) Evaluated and qualified by an accredited independent testing laboratory for recognition in cracked and uncracked concrete including seismic and wind loading (Category 1 anchors) FM Global (Factory Mutual) - File No. 3033795, 3/8" and 1/2" diameters Pipe hanger components for automatic sprinkler systems Underwriters Laboratories (UL Listed) - File No. [Xl 289 - See listing. SECTION CONTENTS Page No. General information .................... 1 Material Specifications................1 Installation Specifications...........2 Installation Instructions...............3 Performance Data........................4 Ordering Information ..................8 Power-Stud+ SD2 Assembly THREAD VERSION UNC threaded stud ANCHOR MATERIALS Zinc plated carbon steel body with stainless steel expansion clip, zinc plated carbon steel nut and washer ANCHOR SIZE RANGE (TYP.) 3/8" diameter through 3/4" diameter SUITABLE BASE MATERIALS Normal-weight concrete Structural sand-lightweight concrete Concrete over steel deck Grout-filled concrete masonry (CMU) CSI Divisions: 03151-Concrete Anchoring, Masonry Anchorage and 05090-Metal Fastenings. NY. Anchors shall be installed in accordance with published instructions and the Authority Icc Expansion anchors shall be Power-Stud+ SD2 as supplied by Powers Fasteners, Inc., Brewster, Having Jurisdiction. 0 0 C_ hg~ Anchor component Specification Anchor body Medium carbon steel Flex nut Carbon steel, ASTM A 563, Grade A Washer Carbon steel, ASTM F 844; meets dimensional requirements of ANSI 1318.22.2, Type A Plain Expansion wedge (clip) Type 316 stainless steel Plating (anchor body, nut and washer) Zinc plating according to ASTM B 633, SC1,Type Ill (Fe/Zn 5) Minimum plating requirment for Mild Service Condition This Product Available In t1 Powers Design Assist Real Time Anchor Design Software www.powersdesignassist.com 1 www.powers.com Canada: (905) 673-7295 or (514) 631-4216 Powers USA: (800) 524-3244 or (914) 235-6300 ?owers Li FASTENERS PRODUCT INFORMATION Power-Stud +M 5D2 Installation Table for Power-Stud+ 5D21 Nominal Anchor Size Anchor Property/Setting 3/8 1/2 5/8" 3/4' Information Notation Units Anchor diameter d0 in. 0.375 0.500 0.625 0.750 (mm) (9.5) (12.7) (15.9) (19.1) Minimum diameter of hole dh in. 7/16 9/16 11/16 13/16 clearance in fixture (mm) (11.1) (14.3) (17.5) (20.6) Nominal drill bit diameter dbjt 3/8 1/2 5/8 3/4 in. ANSI ANSI ANSI ANSI Minimum nominal embedment hnom in. 2 3/8 2 1/2 3 3/4 3 7/8 4 7/8 4 1/2 5 3/4 depth (mm) (60) (64) (95) (98) (124) (114) (146) Effective embedment he! in. 2 2 3 1/4 3 1/4 4 1/4 3 3/4 5 (mm) (51) 1 (51) (83) (83) (108) (95) (127) Minimum hole depth 1 hd 25/8 23/4 4 4 1/4 51/443/46.. (mm) (67) (70) (102) (108) (133) 1 (121) (152) Minimum concrete member hmjn in. 4 4 1/2 [ 6 5 3/4 5 3/4 5 3/4 6 1/2 8 7 10 thicknessl (mm) (102) (114) (152) (146) (146) (146) (165) 1 (203) (178) (254) Minimum overall anchor length 1anch in. 3 3 3/4 4 1/2 4 3/4 6 6 1/4 7 (mm) (76.2) (95) (114) (121) (152) (159) (178) Minimum edge distance1 Cmin in. 2 1/2 4 2 3/4 4 2 3/4 4 1/4 4 1/4 5 4 1/2 (mm) (63.5) (102) (70) (102) (70) (108) (108) (127) (114) Minimum spacing distance1 5mTh in. 3 1/2 6 6 4 6 4 1/4 4 1/4 6 6 (mm) (88.9) (152) (152) (102) (152) (108) (108) (152) (152) Critical edge distance1 CaC in. 6 1/2 8 10 8 15 10 12 12 (mm) (165.1) (203) 1 (254) (203) (400) (254) (305) 1 (305) Installation torque Tit ft-lb. 20 40 60 110 (N-m) (27) (54) (81) (149) Torque wrench socket size - in. 9/16 3/4 15/16 11/8 Nut height - in. 21/64 1 7/16 35/64 41/64 1. For installations through the soffit of steel deck into concrete, see the installation detail. Anchors in the lower flute may be installed with a maximum 1-inch offset in either direction from center of the flute. In addition, anchors shall have an axial spacing along the flute equal to the greater of 3he1 or 1.5 times the flute width. Power-Stud+ 5D2 Anchor Detail Head Marking Legend Letter Code = Length Identification Mark Symbol Strength Design Compliant Anchor Number Code = Carbon Steel Body and Stainless Steel Expansion Clip I I El I F-1 . 4 1 h8 f eanch hnom J ..._d0 h0 Length Identification Mark A B C D E F G H I From 1-1/2" 2" 2-1/2" 3" 3-1/2" 4" 4-1/2" 5" 5-1/2" 6" Uptobut not 2" 2-1/2" 3" 3-1/2" 4" 4-1/2" 5" 5-1/2" 6" 6-1/2" including Mark K L M N 0 From 6-1/2" 7" 7-1/2" 8" 8-1/2" Uptobut not 7,, 7-1/2 8 8-1/2 9 including Length identification mark indicates overall length of anchor. Powers USA: (800) 524-3244 or (914) 235-6300 Canada: (905) 673-7295 or (514) 631-4216 www.powers.com 1 ?owers Power-Stud+M SD2 PRODUCT INFORMATION FASTENERS Installation Instructions for Power-Stud+ SD2 : 4 .-. •. '- '-4 .4 .4- 4 , ••..___,___ .'' . -. S..' I#74 -7A1 Ii 4 . 44 ' 4 , 4 1 41 1.) Using the proper drill bit size, 2.) Remove dust and debris from 3.) Position the washer on the 4.) Tighten the anchor with a drill a hole into the base the hole, anchor and thread on the nut If torque wrench by applying the material to the required depth. installing through a fixture, drive required installation torque, Tj 5t I The tolerances of the drill bit the anchor through the fixture into used should meet the the hole. Be sure the anchor is - requirements of ANSI Standard driven to the minimum required B212.15. nominal embedment depth, hnom I Installation Detail A: for Power-Stud+ SD2 Installed Through Soffit of Steel Deck into Concrete' STRUCTURAL SAND-UGIRIWEIGHT CONCRETE OR NORMAL WEIGHT /CONCRETE OVER STEEL DECK (MINIMUM 3,000 PSI) 3/ST CLII. i& r UPPER FLUTE I MIN 3-1/4 I MIN.4-1/2 I" MIN. 1-4 (.J MIN. 12 (TYP) LOWER FLUTE (RIDGE) NO. 20 GAGE STEEL DECK MIN. FLUTE EDGE 1 Installation Detail B: for Power-Stud+ SD2 Installed Through Soffit of Steel Deck into Concrete23 STRUCTURAL SAND-LIGHTWEIGHT CONCRETE OR NORMAL WEIGHT CONCRETE I OVER STEEL DECK (MINIMUM 3,000 PSI)/ 1" CIr. Mm. - .' - 21" Min. I I 4--_-I Max. i Max. ' Mm 13 , Min. 4 .—] i— I L No. 20 Gage Steel Deck Min. Min. Lower Flute Edge I t. Anchors may be placed in the upper flute or lower flute of the steel deck profiles in accordance with installation Detail A provided the minimum hole clearance is satisfied. Anchors in the lower flute of installation Detail A 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. Anchors may be placed in the lower flute of the steel deck profiles in accordance with installation Detail B provided the minimum hole clearance is satisfied. Anchors in the lower flute of I installation Detail B 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. Anchors may be placed in the upper flute of the steel deck profiles in accordance with installation Detail B provided the concrete thickness above the upper flute is minimum 3-1/4-inch a minimum hole clearance 3/4-inch is satisfied. 63 www.powers.com Canada: (905) 673-7295 or (514) 631-4216 Powers USA: (800) 524-3244 or (914) 235-6300 ?owers. I FASTENERS PRODUCT INFORMATION Power-Stud+ SD2 Tension Design Information (For use with load combinations taken from ACI 318 Section 9.2)1.2 Design Characteristic Notation Units Nominal Anchor Size 3/8" 1/2" 5/8" 3/4" Anchor category 1, 2 or 3 - 1 1 1 1 STEEL STRENGTH IN TENSION4 Minimum specified yield strength (neck) f Y ksi (N/mm2) 96.0 (662) 85.0 (586) 85.0 (586) 70.0 (483) Minimum specified ultimate strength (neck) I uta ksi (N/mm2) 120.0 (827) 106.0 (731) 106.0 (731) 90.0 (620) Effective tensile stress area (neck) ' in2 (mm 2) 0.0552 (35.6) 0.1007 (65.0) 0.1619 (104.5) 0.2359 (153.2) Steel strength in tension N lb (kN) 6,625 (9.4) 10,445 (48.0) 13,080 (58.2) 21,230 (94.4) Reduction factor for steel strength3 - 0.75 CONCRETE STRENGTH IN TENSION8 _BREAKOUT Effective embedment hef in. (mm) 200 (51) 2.00 (51) I 3.25 (83) 3.25 (83) I 4.25 (108) 3.75 (95) + 5.00 (127) Effectiveness factor for uncracked concrete kunc,. - 24 24 24 24 Effectiveness factor for cracked concrete k,., - 17 17 17 17 Modification factor for cracked and uncracked concrete5 qi c.N - 1.0 See note 5 1.0 See note 5 1.0 See note 5 1.0 See note 5 Critical edge distance in. (mm) 8 (203) 8 (203) I 10 (254) 8 (203) I 15-3/4 1 (400) 12 (305) I 12 (305) Reduction factor for concrete breakout strength3 0 - 0.65 (Condition B) PULLOUT STRENGTH IN_ TENSION -SEISMIC APPLICATIONS)8 _(NON Characteristic pullout strength, uncracked concrete (2,500 psi)6 NP, lb (kN) 2,7 (12.3) See note 7 6,615 See note 7 (29.4) See note 7 See note 7 See note 7 Characteristic pullout strength, cracked concrete (2,500 psi)6 N lb (kN) 2,165 (9.6) See note 7 4,375 (19.5) Seenote7 4,980 (22.4) See note 7 7,795 Reduction factor for pullout strength3 0 - 0.65 (Condition B) PULLOUT STRENGTH IN TENSION FOR SEISMIC APPLICATIONS8 Characteristic pullout strength, seismic69 (Awl.) lb (kN) 2 165 (.6) Seenote7 4,375 (19.5) See note 4,980 (22.4) See note 7 ,795 (35.1) Reduction factor for pullout strength3 0 - 0.65 (Condition B) PULLOUT STRENGTH IN TENSION FOR STRUCTUAL SAND-LIGHTWEIGHT AND NORMAL-WEIGHT CONCRETE OVER STEEL DECK Characteristic pullout strength, cracked concrete over steel dedc N NP, -"° lb (kN) 1,855 (8.3) 2,065 (9.2) 3,930 (17.5) 4,665 (20.8) 7,365 (32.8) 4,900 (21.8) Characteristic pullout strength, uncracked concrete over steel deck, according to Installation Detail A10 Npdk . .Cr lb (kN) 1,445 (6.4) 1,465 (6.5) 2,600 (11.6) 3,305 (14.7) 3,490 (15.5) 3,470 (15.4) Characteristic pullout strength, uncracked concrete over steel deck, according to Installation Detail B1° NP . d, '°' lb (kN) 1,600 (5.6) 2,025 (6.4) Not Applicable Not Applicable Not Applicable Not Applicable Characteristic pullout strength, cracked concrete over steel deck, according to Installation Detail 810 N dk . nf lb (kN) 1,250 (5.6) 1,435 (6.4) Not Applicable Not Applicable Not Applicable Not Applicable PrIi,rtinr, factor for rr,illn,it strength3 0 - 0.65 (Crrr,clitir,n R) The data in this table is intended to be used with the design provisions of ACI 318 Appendix D; for anchors resisting seismic load combinations the additional requirements of ACI 318 D.3.3 shall apply. Installation must comply with published instructions and details. All values of ,were determined from the load combinations of ACI 318 Section 9.2. If the load combinations of Appendix C are used, the appropriate value of 0 must be determined in accordance with ACI 318 D.4.5. For reinforcement that meets ACI 318 Appendix D requirements for Condition Is, see ACI 318 D.4.4 for the appropriate , factor. The Power-Stud+ SD2 is considered a ductile steel element in tension as defined by ACI 318 Dl. Reported values for steel strength in tension are based on test results per ACI 355.2 and shall be used for design. For all design cases use 'RON = 1.0. Select appropriate effectiveness factor for cracked concrete (kr,) or uncracked concrete For all design cases use P6p = 1.0. For concrete compressive strength greater than 2,500 psi, Npn = (pullout strength value from table)"(specifled concrete compressive strength/2500)n. For concrete over steel deck the value of 2500 must be replaced with the value of 3000. For all anchors n = 1/2 with the exception of the 3/8" anchor size for cracked concrete where n = 1/3. Pullout strength does not control design of indicated anchors. Do not calculate pullout strength for indicated anchor size and embedment Anchors are permitted to be used in structural sand-lightweight concrete provided that Nb, Nw and Npn are multiplied by a factor of 0.60 (not required for steel deck(. Reported values for characteristic pullout strength in tension for seismic applications are based on test results per ACI 355.2, Section 9.5. Values for Np, d,d are for structural sandightweight concrete (f' ruin = 3,000 psi( and additional lightweight concrete reduction factors need not be applied. In addition, evaluation for the concrete breakout capacity in accordance with ACI 318 D.5.2 is not required for anchors installed in the flute (soffit). h Powers USA: (800) 524-3244 or (914) 235-6300 Canada: (905) 673-7295 or (514) 631-4216 wvvw.powers.com I I I 1 ?owers Power-Stud +M SD2 PRODUCT INFORMATION FASTENERS Shear Design Information (For use with load combinations taken from ACI 318 Section 9.2)1-2 Design Characteristic Notation Units Nominal Anchor Size 3/8" 1/2" 5/8" 3/4" Anchor category 1 2 or 3 - 1 1 1 1 STEEL STRENGTH IN SHEAR4 Minimum specified yield strength (threads) ksi 76.8 (530) 68.0 (469) 68.0 (469) 56.0 (386) Minimum specified ultimate strength (threads) f110 ksi (N/mm2) 96.0 (662) 84.8 (585) 84.8 (585) 72.0 (496) Effective tensile stress area (threads) Ase in2 0.0775 (50.0) 0.1419 (65.7) 0.3345 (mm2) 0.2260 (104.9) (215.8) Steel strength in shear5 V lb (kN) 2,190 (.7) 4640 (0.6) (4 9800 4.1) 10 175 (4.3) Reduction factor for steel strength3 0 - 0.60 0.65 CONCRETE BREAKOUT STRENGTH IN SHEAR6 Load bearing lenath of anchor (hefor 8d0, whichever is less) 4 In. (mm) 2.00 (51) 2.00 (51) I 3.25 (83) I 3.25 (83) I 4.25 (108) I 3.75 (95) 5.00 (127) Reduction factor for concrete breakout strength3 - 0.70 (Condition B) PRYOUT STRENGTH IN SHEAR6 Coefficient for pryout strength (1.0 for hef< 2.5 in., 2.0 for hef~ 2.5 in.) - 1.0 1.0 2.0 2.0 2.0 2.0 2.0 Effective embedment hef in. (mm) 2.00 (51) 2.00 (51) 3.25 (83) 3.25 (83) 4.25 (108) 3.75 (95) 5.00 (127) Reduction factor for pryout strength3 1 0 - 0.70 (Condition B) STEEL STRENGTH IN SHEAR FOR SEISMIC APPLICATIONS6 Steel strength in shear, seismic7 (v i) lb 1,955 (ë 955 .7) 4,640 (20.6) I 6530 (9.0) 6,635 (9.5) sa, Reduction factor for steel strength in shear, seismic3 - 0.60 0.65 STEEL STRENGTH IN SHEAR FOR STRUCTUAL SAND-LIGHTWEIGHT AND NORMAL-WEIGHT CONCRETE OVER STEEL DECK9 Steel strength in shear, concrete over steel deck according to installation Detail A8 V ' dk lb (kN) 2,170 (9.7) 3,815 (17.0) I I 5,040 (22.4) I I 4,015 I (17.9) I 6,670 I (9.7) I I 4,325 (19.2) Steel strength in shear, concrete over steel deck, according to Installation Detail B V.,dk lb (kN) 2,170 (.7) 2 880 (12.8) Not Applicable Not Applicable Not Applicable Not Applicable Reduction factor for steel strength in shear for concrete over steel deck3 0 - 0.60 0.65 The data in this table is intended to be used with the design provisions of ACI 318 Appendix D; for anchors resisting seismic load combinations the additional requirements of AC 318 D.3.3 shall apply. Installation must comply with published instructions and details. All values of 0 were determined from the load combinations of ACI 318 Section 9.2. If the load combinations of Appendix C are used, the appropriate value of 0 must be determined in accordance with ACI 318 Section D.4.5. For reinforcement that meets ACI 318 Appendix D requirements for Condition A, see ACI 318 D.4.4 for the appropriate 0 factor. The Power-Stud+ SD2 is considered a ductile steel element as defined by ACI 318 D.1 with the exception of the 3/8" anchor size in shear. Reported values for steel strength in shear are based on test results per ACI 355.2, Section 9.4 and shall be used for design. These reported values may be lower than calculated results using equation 0-20 in ACI 318-05 0.6.1.2 and 0-18 in ACI 318-02, 0.6.1.2. Anchors are permitted to used in structural sand-lightweight concrete provided that Vb and Vq are multiplied by a factor of 0.60 (not required for steel deck). Reported values for steel strength in shear for seismic applications are based on test results per ACI 355.2, Section 9.6. Values for V Ld are for structual sand-lightweight concrete 1' m1n = 3,000 psi) and additional lightweight concrete reduction factors need not be applied. In addition, evaluation for the concrete breakout capacity in accordance with ACI 318 0.6.2 and the pryout capacity in accordance with ACI 318 0.6.3 are not required for anchors installed in the flute (soffit). Shear loads for anchors installed through steel deck into concrete may be applied in any direction. I IN h 5 www.powers.com Canada: (905) 673-7295 or (514) 631-4216 Powers USA: (800) 524-3244 or (914) 235-6300 1 I I I 1 1 I ?owers I FASTENERS PRODUCT INFORMATION Power-Stud +M SD2 Tabular values are provided for illustration and are applicable for single anchors installed in normal-weight concrete with minimum slab thickness, ha = 'min' and with the following conditions: - Cal is greater than or equal to the critical edge distance, Cac (table values based on Cal = Cac). - Ca2 is greater than or equal to 1.5 Cal. Calculations were performed according to ACI 318-05 Appendix D. The load level corresponding to the controlling ha- failure mode is listed (e.g. For tension: steel, concrete breakout and pullout; For shear: steel, concrete breakout and pout). Furthermore, the capacities for concrete breakout strength in tension and pryout strength in shear are calculated using the effective embedment values, hef, 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 ACI 318 Appendix D. Interpolation is not permitted to be used with the tabular values. For intermediate base material compressive strengths please see ACI 318 Appendix D. For other design conditions including seismic considerations please see ACI 318 Appendix D. Tension and Shear Design Strength for Power-Stud+ 5D2 in Cracked Concrete - . - 6) Nominal Nominal Minimum Concrete Compressive Strength. ft (psi) Anchor Embed. 2,500 3,000 4,000 6,000 8,000 çbN Tension (lbs.) 4, V, shear (lbs.) ØN Tension (lbs.) 4) V,, Shear (lbs.) ØN Tension (lbs.) 4' V Shear (lbs.) ON, Tension (lbs.) 4, V ØN 4, V shear Tension Shear (lbs.) (lbs.) (lbs.) Size (in.) hnom (in.) 3/8 2-3/8 1,405 1,495 1,645 1,885 2,075 11 21/2 1565 1 685 1,710 1 845 1,975 2130 2420 2605 2,795 3,010 1/2 3-3/4 3-7/8 2,845 3,235 - 3,575 3,115 3,545 I 3,920 3,595 4,095 I 4,525 4,405 5,015 5,085 5,540 5,790 LI 5/8 ___ ___________ 4-7/8 4-1/2 3,235 4,010 4,885 4,730 3,545 4,395 11 5,355 5,185 4,095 51075 L* 5,790 3/4 L' 6,180 5,985 5,015 6,215 iI. 7,175 5-3/4 5,065 5,550 .. 6,410 7,850 1I. 9,065 i1U. Tension and Shear Design Strength for Power-Stud+ SD2 in Uncracked Concrete Steel Strength Controls I I Concrete Breakout Strength Controls I I Anchor Pullout/Pryout Strength Controls Factored design strengths may be converted to allowable loads using an appropriate conversion factor, o, for the controlling load combination. See ICC-ES ESR-2502. Powers USA: (800) 524-3244 or (914) 235-6300 Canada: (905) 673-7295 or (514) 631-4216 www.powers.com Minimum End Minimum Edge Distance (Typ) I [ Distance (Typ) Ii Grout Filled CMLJ (Typ) Cell Web (Typ) Face Shell Permissible Anchor Locations (Un-hatched Area / Through Face Shell) 1 ?owers Power-Stud+M SD2 PRODUCT INFORMATION FASTENERS Converted Allowable Loads for Power-Stud+ SD2 in Cracked Concrete1.2 (a Nominal Anchor Nominal Embed. Minimum Concrete Compressive Strength, ft (psi) 2,500 3,000 4,000 6,000 8,000 Size (in) hnom (in) TaiIowabIe,ASD Tension (lbs.) 1"aiowable.ASD Shear (lbs.) T5110 wable ,ASD Tension (lbs.) Shear (lbs.) Tallowable,ASD Tension (lbs.) Va110 wab!eAsD Shear (lbs.) Taiowab!e,ASD Tension (lbs.) 1"allowab!e A SD Shear (lbs.) Ta!iowable,ASD Tension (lbs.) Va!wab!eASD Shear (lbs.) 3/8 2-3/8 1,005 940 1,065 940 1,175 940 1,345 940 1,480 940 1/2 2-1/2 1,115 1,205 1,220 1,315 1,410 1,520 1,730 1,860 1,995 2,150 3-3/4 2,030 2,115 2,225 2,155 2,565 2,155 3,145 2,155 3,630 2,155 5/8 3-7/8 2,310 2,555 2,530 2,800 2,925 3,230 3,580 3,955 4,135 4,550 4-7/8 2,310 3,490 2,530 3,825 2,925 4,415 3,580 4,550 4,135 4,550 3/4 4-1/2 2,865 3,380 3,140 3,705 3,625 4,275 4,440 4,725 5,125 4,725 5-3/4 3,615 4,725 3,965 4,725 4,580 4,725 5,605 4,725 6,475 4,725 Converted Allowable Loads for Power-Stud+ SD2 in Uncracked Concrete'.2 Nominal Anchor Nominal Embed. Minimum Concrete Compressive Strength, ft (psi) 2,500 3,000 4,000 6,000 8,000 Size (in) hnom (in) TaiIowabIeASD Tension (lbs.) t'aIIowabIe.ASD Shear (lbs.) TallowableASD Tension (lbs.) taiowabIe.ASD Shear (lbs.) Ta11owabIS,ASD Tension (lbs.) 1a!!owabIeASD Shear (lbs.) Tallowabla,ASD Tension (lbs.) t'a!Iowable,ASO Shear (lbs.) Ta!iowable,ASD Tension (lbs.) 1"a!IowabIo.ASD Shear (lbs.) 3/8 2-3/8 1,290 940 1,410 940 1,630 940 1,995 940 2,305 940 1/2 2-1/2 1,575 1,695 1,725 1,860 1,990 2,145 1,995 2,155 2,815 2,155 3-3/4 3,070 2,115 3,365 2,155 3,885 2,155 4,775 2,155 5,490 2,155 5/8 3-7/8 3,265 3,575 3,575 3,915 4,130 4,525 5,005 4,550 5,840 4,550 4-7/8 4,880 4,550 5,345 4,550 6,175 4,550 7,560 4,550 8,730 4,550 3/4 4-1/2 4,045 4,725 4,430 4,725 5,115 4,725 6,265 4,725 7,235 4,725 5-3/4 6,230 4,725 6,825 4,725 7,880 4,725 9,650 4,725 11,140 4,725 Allowable load values are calculated using a conversion factor, o, from Factored Design Strengths and conditions shown on the previous page. Tabulated allowable load values assume 50% dead load and 50% live load, with controlling load combination 1.20+ 1.6L. Calculated weighted average for the conversion factor, o: 1.2(0.5)+ 1.6(0.5)= 1.4. Size Minimum Embedment Installation Ulimate Load Allowable Load Ulimate Load Allowable Load Depth Location3 Tension lbs Tension Shear Shear (mm) (mm) (kN) lbs. (kN) lbs. (kN) lbs. (kN) 3/8 2-1/2 Wall Face Mm. 2-1/2" Edge 1,670 335 2,075 415 (9.5) (50.8) and End Distances (7.4) (1.5) (9.2) (1.8) 2-1/2 Wall Face Mm. 3" Edge and 2,295 460 1,310 260 (50.8) End Distances (10.2) (2.0) (5.8) (1.2) 1/2 (12.7) Top of Wall 3-3/4 Mm. 1-3/4 Edge 3,320 665 1,140 230 (95.3) and 4' Edge (14.8) (3.0) (5.1) (1.0) Distances Tabulated load values are for anchors installed in minimum 6-inch wide, minimum Grade N, Type II, lightweight, medium-weight or normal-weight concrete masonry units conforming to ASTM C 90. Mortar must be minimum Type N. Masonry compressive strength must be at the specified minimum at the time of installation. Allowable load capacities listed are calculated using and applied safety factor of 5.0. Consideration of safety factors of 10 or higher may be necessary depending upon the application such as life safety. Anchor installations into grouted masonry walls are limited to one per masonry cell. h 7 wwwpowers.com Canada: (905) 673-7295 or (514) 631-4216 Powers USA: (800) 524-3244 or (914) 235-6300 Ultimate and Allowable Load Capacities for Power-Stud+ 5D2 in Grout Filled Concrete Masonry'.2.3 f" Nominal - -. Minimum Masonry Compressive Strength, rm = 1,500 psi (10.4 MIN) ?owers I FASTENERS PRODUCT INFORMATION Power-Stud+" SD2 7413SD2 3/8"x3" 1-3/4" 50 300 10 7414SD2 3/8"x3-1/2" 2-1/4" 50 300 12 74155D2 318"x3-314" 2-1/2" 50 300 13 7416S02 3/8" x 5" 3-3/4" 50 300 16 7422S02 1/2" x 3-3/4" 2-1/8" 50 200 23 7423S02 1/2" x 4-1/2" 2-7/8" 50 200 28 7424SD2 1/2" x 5-1/2" 3-7/8" 50 150 32 7426SD2 1/2" x7' - 5-3/8" 25 100 44 7427SD2 1/2" x 8-1/2" 6-7/8" 25 100 46 7435SD2 5/8" x 4-3/4" 2-7/8" 25 100 52 7433SD2 5/8"x5" 3-1/8" 25 100 57 7434S02 5/8"x6" 4-1/8" 25 75 64 7436502 5/8"x7" 5-1/8" 25 75 72 7438SD2 5/8"x8-1/2" 6-5/8" 25 75 84 7442SD2 3/4" x 5-1/2" 3-1/4" 20 60 88 7444S02 3/4"x6-1/4" 4" 20 60 90 7446SD2 3/4" x7" 4-3/4" 20 60 95 7448SD2 3/4"x8-1/2" 6-1/4" 10 40 95 The published size includes the diameter and the overall length of the anchor. All anchors are packaged with nuts and washers. I Installation Accessories I I I I I © 2011 Powers Fasteners, Inc. All Rights Reserved. Power-Stud+ is a registered trademark of Powers Fasteners, Inc. For the most current product information please visit .powers.com. h Powers USA: (800) 524-3244 or (914) 235-6300 Canada: (905) 673-7295 or (514) 631-4216 www.powers.com 8 Power-Stud+ S1132 (Carbon Steel Body with Stainless Steel Expansion Clip) Cat. No. Anchor Size Thread Box Carton Wt./100 Length Qty. Qty. (Ibs) Cat. No. Description Box Qty. 08465 Adjustable torque wrench with 1/2" square drive (10 to 150 ft-lbs.) 08280 Hand pump / dust blower 1 D (2 H-'--' Upper Attachments B3199R - Ceiling Flange - Z118- B3199RCT - Ceiling Flange Dura-Copper Coated Overall Height (73.0) Size Range: I8-16 & 1/2"..13 rod Material: Malleable Iron (Stainless Steel Type 304 available) For 1/40 Flat Head Standard Finish: Plain or Electro-Galvanized Machine Screws B3199RCT is DURA-COPPER' coated or Wood Screws Function: Designed for attaching a hanger or support rod to 1Is (34.9) beams, ceilings, or walls. I I I I ®TOLCO I Order By: Part number and finish. (Rod or Pipe Thread) Hanger Rod or Pipe Not Included I B3199RCT B3199R I Fig. 78 - All Steel Ceiling Plate Size Range: /8-16 rod Material: Pre-Galvanized Steel Function: Attachment to wood beams, ceilings, metal decks or walls. Can also be welded to steel beams. Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Additionally, UL has listed the Fig. 78 with fasteners as shown in the table below. Finish: Plain. Contact B-Line for alternative finishes and materials. Order By: Part number, rod size and finish US Patent #5,702,077 Pipe Size Qty UL Listed Fastener Table Fastener Type Material 1/2" - 2" 2 #14 X 11/4 A-point hex-washer-head sheet metal screw Wood 21/2 - 4" 2 1/4" X 11/2" wood screws Wood 1/211- 211 2 1/4" X 1 tek screws Metal (18 gauge) 1/2" - 2" 2 #14 x 11/4 A-point hex-washer-head sheet metal screw Wood 1/2" - 2" 2 #14 x 2 A-point-hex-washer-head sheet metal screw Wood thru /8" gyp board * No pre-drilling All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. . R-11 Iti Pipe Hangers & Supports 214 by IT.J TO: PROJECT: PROJECT LOCATION: SPECIFIED ITEM: Section Page Paragraph Description IPRODUCT 1SU BM ITTAL SUBSTITUTION UREQUEST E D: i DEWALT® Engineered By Powers DEWALT® Mini-Undercut+(tm) - The attached submittal package includes the product description, specifications, drawings, and performance data for use in the evaluation of the request. Name: Signature: Company: Address: Date: Telephone: Fax: LI] Approved LI Approved as Noted LII Not Approved (If not approved, please briefly explain why the product was not accepted.) By: Date: Remarks: Questions or inquiries? Contact us at engineering@powers.com, or call 1.800.524.3244 ©2017 DEWALT® Engineered By Powers 1 I I I I I DEWALT® Engineered By Powers DEWALT® Mini-Undercut+(tm) Submittal Section: I Product Pages: - General Information - Installation Instructions - Design Tables - Ordering Information Code Reports & Agency Listings: - ICC—ES Approval: ESR-3912 (Cracked & Uncracked Concrete) PDA environment-to Offline version available for download at www.powersdesignassisf.com. Powers developed the Powers Design Assist (PDA) anchor software to enable users to input technical data into a dynamic model visualize, consider, and specify anchors in today's changing engineering climate. For a demonstration of the latest version of PDA, contact us at (800) 524-3244. ) 1 I I I I I I I I I I I 1 I Zinc plated carbon steel ANCHOR SIZE RANGE (TYP.) 3/8" SUITABLE BASE MATERIALS Post-Tension Concrete Precast Hollow-Core Plank Normal-weight concrete CODE LISTU) Icc-ES_ESR-3912 CONCRETE GENERAL INFORMATION I GENERAL INFORMATION SECTION CONTENTS I General Information.........................1 MINI-UNDERCLJ'I+TM Installation Instructions..................2 Internally Threaded Undercut Anchor Reference Data (ASD) I _________DESCRIPTION _______________________________________________________________ Strength Design (SD) ....................... 4 U PRODUCT 'i II 4.' ;I I I [I] Ordering Information.......................6 The Mini-Undercut+ anchor is an internally threaded, self-undercutting anchor designed for I performance in cracked and uncracked concrete. Suitable base materials include post-tension concrete (PT slabs), hollow-core precast concrete, normal-weight concrete, sand-lightweight concrete and concrete over steel deck. The Mini-Undercut+ anchor is installed into a pre-drilled hole with a power tool and a setting tool. The result is an anchor which can provide consistent behavior at shallow embedments as low as 3/4 of an inch. After installation a steel element is threaded into the anchor body. GENERAL APPLICATIONS AND USES I... Tension zones, seismic and • Fire Sprinkler & pipe supports MINI-UNDERCUT+ wind loading applications • Cable Trays and Strut - - - I THREAD VERSION Suspended Conduit • Suspended Lighting UNC Thread FEATURE AND1BENEFITS ANCHOR MATERIALS I + Ideal for precast hollow-core plank and post-tensioned concrete slabs + Cracked concrete tested alternative to a mini dropin anchor + Redesigned ANSI carbide stop bit with enlarged shoulder for accurate depth + Anchor design allows for shallow embedment as low as 3/4 of an inch + Internally threaded anchor for easy adjustment and removability of threaded rod or bolt + Drill and drive the anchor with one tool for fast anchor installation International Code Council, Evaluation Service (ICC-ES), ESR-3912 for Concrete and Hollow-Core precast slabs, Code Compliant with the 2015, IBC, 2015 IRC, 2012 IBC, 2012 IRC, 2009 IBC, and 2009 IRC. Qualified according to ACI 355.2 (including ASTM E 488) for use in concrete FM Approvals (Factory Mutual) - File No. A. 3059197 CSI Divisions: 03 16 00 - Concrete Anchoring and 05 05 19 - Post Installed Concrete Anchors. Expansion anchors shall be Mini-Undercut+ as supplied by DEWALT, Towson, MD. Anchors shall be installed in accordance with published instructions and the Authority Having Jurisdiction. 3 1 INSTALLATION INSTRUCTIONS INSTALLATION INSTRUCTIONS UIINSTALLATIONiPROCEDURE (US F [nI1 '11PLUSSYSTEM) i -, Using the required stop ...... . ..... :.. Remove dust and , ....,-' Attach the required ... . Insert threaded rod drill bit, drill a hole into debris from hole './; SIDS setting tool ....'" ' '/ . or bolt full depth the base material to the I (e.g. suction to the hammer into the required depth using / forced air) remove drill Mount the Mini Undercut+ • the shoulder of the loose particles left • open end of the taking care drill bit as a guide. The from drilling, anchor onto the not to exceed tolerances of the drill setting tool. Drive - the maximum 1,, ) bit used must meet The the anchor into tightening torque requirements of ANSI the hole until the of the steel insert Standard B212.15. shoulder of the element, Tm,,. i anchor is flush with _____________ r ,m r1 the base material. Installation Information for Mini-Undercut+ Anchor' 23 Nominal Anchor Diameter (Inch) Anchor Property/Setting Information Symbol Units 3/8 Anchor outside diameter d4 in. (mm) 0.625 (15.9) Internal thread diameter (UNC) d in. (mm) 3/8 (9.5) Nominal drill bit diameter dbIt in. (mm) 5/8 ANSI Minimum nominal embedment depth hnom in. 3/4 (mm) (19) Effective embedment depth he in. (mm) 3/4 (19) Hole depth h, in. 3/4 (mm) (19) Overall anchor length(before setting) in. (mm) 15/16 (24) Approximate tool impact power (hammer-drill) - J 2.1 to 2.8 Minimum diameter of hole clearance in fixture for dx in. 7/16 steel insert element _(following _anchor _installation) Minimum member thickness in normal-weight h mm in. 2-1/2 concrete (mm) (64) Minimum cover thickness in hollow core concrete " h re in. 1-1/2 slabs (see Hollow-Core concrete figure) (mm) (38) Critical edge distance cac in. (mm) 2-1/4 (57) Minimum edge distance Con in. (mm) 2-1/2 (64) Minimum spacing distance SmIn in. (mm) 2-3/4 (70) Maximum installation torque Tmu ft.-lb. -m) 5 (N (7) Effective tensile stress area ,, in.' 0.044 (undercut anchor body) (mm') (28.4) Minimum specified ultimate strength f40 psi (N/mm') 95,000 (655) Minimum specified yield strength fw psi (N/mm') 76,000 (524) Uncracked concrete lbffin. 50,400 Mean axial stiffness Cracked concrete $cr lbfTin. 29,120 For Si: 1 inch = 25.4 mm, 1 ft-ibf = 1.356 N-m. The information presented in this table is to be used in conjunction with the design criteria of ACI 318-14 Chapter 17 or ACI 318-11 Appendix B, as applicable. For installation detail for anchors in hollow-core concrete slabs, see Hollow-Core concrete figure. The embedment depth, h,m,,, is measured from the outside surface of the concrete member to the embedded end of the anchor. Mean values shown, actual stiffness varies considerably depending on concrete strength, loading and geometry of application. 4 REFERENCE DATA (ASD) fle,.ii .4 .. -t•A ., •. :I_.Lj" 4 LII'h .1 • .4 ':fl 4 1!i ,, :• V. -A .4,dbil I 2== ti.' -1 p• h ci:J ó L. ci I •• i_;:•., Before After Mini-Undercut+ Anchor Installed with Steel Insert Element STOP DRILL BIT fl MINI-UNDERCUT+ SETTING TOOL V • •4 iffJ Do not exceed Do net exceed REFERENCE DATA (ASD) Ultimate and Allowable Tension Load Capacities for Mini-Undercut+ In Normal-Weight Concrete",' Minimum Concrete Compressive Strength Nominal Rod/ Minimum Nominal Vc = 3,000 psi (20.7 MPa) f'c = 4,000 psi (27.6 MPa) Ultimate Allowable Ultimate Allowable Anchor Embed. Diameter Depth Tension Shear Tension Shear Tension Shear Tension Shear d in. in. (mm) lbs lbs lbs lbs lbs lbs lbs lbs (1(N) (1(N) (1(N) - (1(N) (1(N) (kN) (kN) (kN) 3/8 3/4 1,535 1,975 385 495 1,770 2,275 445 570 (19) (6.8) (8.8) (1.7) (2.2) (7.9) (10.1) (2.0) (2.5) Tabulated load values are for anchors installed in concrete. Concrete compressive strength must be at the specified minimum at The time of installation. Allowable load capacities are calculated using an applied safety factor 4.0. Linear interpolation may be used to determine allowable loads for intermediate compressive strengths. Ultimate and Allowable Tension Load Capacities for Mini-Undercut+ in Hollow-Core Plank','.'00 Minimum Concrete Compressive Strength Nominal Rod/ Minimum Nominal f'c = 5,000 psi (34.5 MPa) t'c = 6,000 psi (41.4 MPa) f'c = 8,000 psi (55.2 MPa) Anchor Embed. Ultimate Allowable Ultimate Allowable Ultimate Allowable Diameter Depth Tension Shear Tension Shear Tension Shear Tension Shear Tension Shear Tension Shear d In. In. (mm) lbs lbs His lbs His lbs lbs lbs lbs lbs lbs lbs (1(N) (1(N) (1(N) (1(N) (1(N) (1(N) (1(N) (1(N) (1(N) (1(N) (1(N) (1(N) 38 / 3/4 1,855 2,590 465 650 2,035 2,835 510 710 2,345 3,275 585 820 (19) (8.3) (11.5) (2.1) (2.9) (9.1) (12.6) (2.3) (3.2) (10.4) (14.6) (2.6) (3.6) Tabulated load values are for anchors installed in concrete. Concrete compressive strength must be at the specified minimum at the time of installation. Allowable load capacities are calculated using an applied safety factor 4.0. Linear interpolation may be used to determine allowable loads for intermediate compressive strengths. Mini-Undercut+ Installed Detail for Anchor in the Underside of Hollow-Core Concrete slabs 5 REFERENCE DATA (ASD) -A V J'A •- 4. .icrj. 4, A IV- V h, 1 An..k.... flnl..fl Before After Mini-Undercut+ Anchor Installed with Steel Insert Element STOP DRILL BIT MINI-UNDERCUT+ SETTING TOOl. . •-. :- ffi2 Ox net exceed 0. ..t exceed REFERENCE DATA (ASD) Ultimate and Allowable Tension Load Capacities for Mini-Undercut+ in Normal-Weight Concrete' 2,3 Minimum Concrete Compressive Strength Nominal Rod/ Minimum Nominal Vc = 3,000 psi (20.7 MPa) l'c = 4,000 psi (27.6 MPa) Ultimate Allowable Ultimate Allowable Anchor Embed. Diameter Depth Tension Shear Tension Shear Tension Shear Tension Shear d in. in. (mm) lbs lbs lbs His His His lbs His (kN) (kN) (kN) (N) (kN) (kN) (kN) (kN) 3/8 3/4 1,535 1,975 385 495 1,770 2,275 445 570 (19) (6.8) (8.8) (1.7) (2.2) (7.9) (10.1) (2,0) (2.5) Tabulated load values are for anchors installed in concrete. Concrete compressive strength must be at the specified minimum at the time of installation. Allowable load capacities are calculated using an applied safety factor 4.0. Linear interpolation may be used to determine allowable loads for intermediate compressive strengths. Ultimate and Allowable Tension Load Capacities for Mini-Undercut+ In Hollow-Core Plank"'.' Minimum Concrete Compressive Strength Nominal Rod/ Minimum Nominal fc = 5,000 psi (34.5 MPa) f'c = 6,000 psi (41.4 MPa) fc = 8,000 psi (55.2 MPa) Anchor Embed. Ultimate Allowable Ultimate Allowable Ultimate Allowable Diameter Depth Tension Shear Tension Shear Tension Shear Tension Shear Tension Shear Tension Shear d in. in. (mm) His lbs His lbs lbs His His lbs His His lbs His (kN) (kN) (kN) (kN) (kN) (kN) (kN) (kN) (kN) (kN) (kN) (kN) 38 / 3/4 1,855 2,590 465 650 2,035 2,835 510 710 2,345 3,275 585 820 (19) (8.3) (11.5) (2.1) (2.9) (9.1) (12.6) (2.3) (3.2) (10.4) (14.6) (2.6) (3.6) Tabulated load values are for anchors installed in concrete. Concrete compressive strength must be at the specified minimum at the time of installation. Allowable load capacities are calculated using an applied safety factor 4.0. Linear interpolation may be used to determine allowable loads for intermediate compressive strengths. Mini-Undercut+ Installed Detail for Anchor in the Underside of Hollow-Core Concrete slabs STRENGTH DESIGN (SD) STRENGTH DESIGN (SD) Tension Design Information for Mini-Undercut+ Anchors in the Underside of 1C01)F LISTED Normal-weight Concrete and the Underside of Hollow-Core Concrete Slabs',',', 4,5,6,7 ICC-ES ESR-3912 IS Nominal Anchor Size I Threaded Rod Diameter (inch) Design Characteristic Notation Units 3/8 category —Anchor 1,20r3 - 1 Nominal embedment depth h30. in. (mm) 3/4 (19) Steel Strength In Tension (ACI 318-14 17.4.1 or ACI 318-11 0.5.1) Steel strength in tension N lb 4,180 (kN) (18.6) Reduction factor for steel strength - 0.65 Concrete Breakout Strength In Tension (ACI 318-14 17.4.2 or ACI 318-11 0.5.2) Effective embedment het in. (mm) 3/4 Effectiveness factor for uncracked concrete Kna - 24 Effectiveness factor for cracked concrete kcr 17 Modification factor for cracked and c,N - 1.0 see note uncracked concrete Critical edge distance Cac in, (mm) 2-1/4 (57) Reduction factor, concrete breakout strength - 0.40 Pullout Strength In Tension (ACI 318-14 17.4.3 or ACI 318-11 0.5.3) Pullout strength, uncracked concrete Np.uncr lb See note 7 Pullout strength, cracked concrete Np,cr lb 455 Reduction factor, pullout strength 0 - 0.40 Pullout Strength In Tension For Seismic Applications (ACI 318-14 17.2.3.3 or ACI 318-11 0.3.3.3) Characteristic pullout strength, seismic Np,eq 1 lb J) 410 (182) Reduction factor, pullout strength, seismic 0 - 0.40 For Si: 1 inch = 25.4 mm, 1 ksi = 6.894 N/mma; 1 lbf = 0.0044 kN. The data in this table is intended to be used with the design provisions of ACI 318-14 Chapter 17 or ACI 318-11 Appendix 0, as applicable; for anchors resisting seismic load combinations the additional requirements of ACI 318-14 17.2.3 or ACI 318-11 0.3.3, as applicable, shat apply. Installation must comply with manufacturer's published installation instnjchons and details. All values of 0 are applicable with the load combinations of IBC Section 1605.2, ACI 318-14 Section 5.3, or ACI 318-11 Section 9.2. The threaded rod or bolt strength must also be checked, and the controlling value of Os& between the anchor and rod must be used for design. Select the appropriate effectiveness factor for cracked concrete (ha) or uncracked concrete (k) and use VfN = 1.0. The characteristic pullout strength for concrete compressive strengths greater than 2,500 psi for anchors may be increased by multiplying the value in the table by (f'c / 2,500)0s for psi or (f'c / 17.2)5, For hollow-core concrete slabs the characteristic pullout strength for concrete compressive strengths greater than 6,000 psi for anchors may be increased by multiplying the value in the table by (f'c I 6,000)° for psi or (f'c / 41.4)05. Reported values for characteristic pullout strength in tension for seismic applications are based on test results per ACI 355.2, Section 9.5. 7 I STRENGTH DESIGN (SD) Shear Design Information for Mini-Undercut+ Anchors in the Underside of CODE LISTED Normal-weight Concrete and the Underside of Hollow-Core Concrete Slabs1'23'4'5'6 ICC-ES ESR-3912 IS Design Characteristic Notation Units Nominal Anchor Size I Threaded Rod Diameter (inch) 3/8 Anchor category 1 2 013 - 1 Nominal embedment depth hnom Steel Strength in Shear (ACI 318-14 17.5.1 or ACI 318-11 0.6.1) Steel strength in shear VW 1 lb (f4) 985 (44) Reduction factor, steel strength 0 - 0.60 Steel Strength in Shear for Seismic (ACI 318-14 17.2.3.3 or ACI 318-11 0.3.3.3) Steel strength in shear, seismic V, 1 lb 895 Reduction factor, steel strength in shear, seismic 0 - 0.60 Concrete Breakout Strength in Shear (ACI 318-14 17.5.2 or ACI 318-11 0.6.2) Load bearing length of anchor in shear Ze in. 3/4 Nominal outside anchor diameter da in. H25 Reduction factor for concrete breakout strength 0 - 0.45 Pryout Strength in Shear (ACI 318-14 17.5.3 or ACI 318-11 0.6.3) Coefficient for pryout strength km - 1.0 Effective embedment het in. 3/4 (mm) (19) Reduction factor, pryout strength - 0.45 For SI: 1 inch = 25.4 mm, 1 lbf = 0.0044 kIt. The data in this table is intended to be used with the design provisions of ACI 318-14 Chapter 17 or ACI 318-11 Appendix D. as applicable; for anchors resisting seismic load combinations the additional requirements of ACI 318-17 17.2.3 or ACI 318-11 D.3.3, as applicable shall apply Installation must comply with manufacturer's published installation instructions and details. All values of 0 are applicable with The load combinations of IBC Section 1605.2, ACI 318-14 Section 5.3, or ACI 318-11 Sexton 9.2. The strengths shown in The table are for The Mini-Undercut+ anchors only. Design professional is responsible for checking threaded rod strength in tension, shear, and combined tension and shear, as applicable. Reported values for steel strength in shear are based on test results per ACI 355.2, Section 9.4 and must be used for design in lieu of the calculated results using equation 17.5.1 .2b of ACI 318-l4orequation 0-29 in ACI 318-11 0.6.1.2. Reported values for steel strength in shear for The Mini-Undercut+ anchors are for seismic applications and based on test results in accordance with ACI 355.2, Section 9.6 and must be used for design. I L 1' 8 ORDERING INFORMATION ORDERING INFORMATION Mini-Undercut+ Cat. No. Anther Size Rod/Anchor Dia. 0,111 Diameter Overall Length Box Qty. Ctn. Qty. PFM2111820 3/8 x 3/4 3/8 5/8" 3/4 100 600 Accu-Bit for DEWALT Mini-Undercut+ Cat. No. Mini-Undercut+ Size Rod/Anchor Dia. I Drill I Diameter I Drill Depth Std. Pack PPA2431720 5/8 x 3/4 Stop DhII Bit - PT Anchor 3/8 I 5/8 I 1 SDS Plus Settinu Tool for DEWALT Mini-Undercut+ Cat. No. Mini-Undercut+ Size Rod/Anchor Dia. I Std.Pack I I I PFM2101720 1 3/8 SDS+ Setting TO - PT Anchor 1 3/8" I 1 Mini-Undercut+ Orderina Matrix Description I Anchor Cat No. I SDS Plus I Setting Tool I I Recommended SOS I I I f PFM2111820 Cat. No. I Cat. No. Hammer-Tools (DEWALT) I I 3/8" x 3/4 Mini-Undercut+ PPA2431720 PFM2101720 I 0CH273, DCH133, 025133, D25262 I 9 1 I I I I DIVISION: 03 0000—CONCRETE SECTION: 03 1600—CONCRETE ANCHORS REPORT HOLDER: I DEWALT 701 EAST JOPPA ROAD TOWSON, MARYLAND 21286 EVALUATION SUBJECT: MINI-UNDERCuT-i-TM ANCHORS IN CRACKED AND UNCRACKED CONCRETE (DEWALT) I 11 I I ICC ICC ICC S' C PMG LISTED Look for the trusted marks of Conformity! "2014 Recipient of Prestigious Western States Seismic Policy Council (WSSPC) Award in Excellence" ROSIN 1*% IR I NTERNATIONAL A Subsidiary of CODE CCUNCI f SCCA,.diL.d \ ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not I cs.'s specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as ISO/IEC 7065 ocs to any finding or other matter in this report, or as to any product covered by the report tcoaody 1 ACdMCCN #1000 Cnnvriht © 7017 ICC FvIiitinn SMc II C All right- rcd In I I I I I I [1 I I I [1 ICC-ES Evaluation Report ESR-3912 Issued October 2016 Revised May 2017 This report is subject to renewal October 2017. www.icc-es.orq I (800) 423-6587 I (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 03 00 00—CONCRETE Section: 03 16 00—Concrete Anchors REPORT HOLDER: DEWALT 701 EAST JOPPA ROAD TOWSON, MARYLAND 21286 (800) 524-3244 www.dewalt.com enqineeringpowers.com EVALUATION SUBJECT: MINI-UNDERCUT+TM ANCHORS IN CRACKED AND UNCRACKED CONCRETE (DEWALT) 1.0 EVALUATION SCOPE Compliance with the following codes: 2015, 2012 and 2009 International Building Code® (IBC) 2015, 2012 and 2009 International Residential Code® (IRC) For evaluation for compliance with codes adopted by Los Angeles Department of Building and Safety (LADBS), see ESR-3912 LABC and LARC Supplement. Property evaluated: Structural 2.0 USES The DEWALT Mini-Undercut+ anchor is used to anchor building components to the underside (formed surface) of cracked and uncracked normal-weight concrete having a specified compressive strength, f', of 2,500 psi to 8,500 psi (17.2 MPa to 58.6 MPa) to resist static, wind and seismic, tension and shear loads; Use of anchors is limited to supporting non-structural components. The anchors may also be installed in the underside of cracked and uncracked hollow-core concrete slabs having a minimum specified compressive strength, f', of 6,000 psi (41.4 MPa); Use of anchors is limited to supporting non-structural components. The anchor is an alternative to cast-in-place anchors described in Section 1901.3 of the 2015 lBC, Sections 1908 and 1909 of the 2012 IBC, and Sections 1911 and 1912 of the 2009 IBC. The anchors may be used in structures regulated by the IRC, provided an engineered design is submitted in accordance with IRC Section R301.1.3. 3.0 DESCRIPTION 3.1 Mini-Undercut+ Anchors: Mini-U ndercut+ anchors are internally threaded undercutting anchors which receive threaded steel inserts such as threaded rods and bolts in 3I8-inch (9.5 mm) diameter. Available nominal size is 3/8-inch (9.5 mm). The anchors are manufactured from carbon steel and comprised of an undercutting sleeve and an internally threaded plow which have a minimum 0.0002-inch (5 pm) zinc plating in accordance with ASTM B633. The Mini-Undercut-'- anchor is illustrated in Figure 1. The anchors must be installed in predrilled holes using a stop drill bit and engaged with a setting tool using a recommended hammer drill, all provided by DEWALT and noted in Table B of this report. The anchor expands into the sides of the predrilled hole and interlocks with the base material during installation. 3.2 Steel Insert Elements: Threaded steel insert elements must be threaded into the Mini-Undercut+ anchors to form a connection. The material properties of the steel bolts and threaded rods must comply with minimum ASTM A36 or equivalent. 3.3 Concrete and Hollow-core Concrete Slabs: Normal-weight concrete must comply with Sections 1903 and 1905 of the lBC. The minimum concrete compressive strength at the time of anchor installation is noted in Section 5.3 of this report. Hollow-core precast concrete slabs must comply with the configuration and dimensions as indicated in Figure 4. 4.0 DESIGN AND INSTALLATION 4.1 Strength Design: 4.1.1 General: Design strength of anchors complying with the 2015 lBC, as well as Section R301.1.3 of the 2015 IRC must be determined in accordance with ACI 318-14 Chapter 17 and this report. Design strength of anchors complying with the 2012 IBC, as well as Section R301.1.3 of the 2012 IRC, must be determined in accordance with ACI 318-11 Appendix D and this report. Design strength of anchors complying with the 2009 IBC, as well as Section R301.1.3 of the 2009 IRC, must be determined in accordance with ACI 318-08 Appendix D and this report. ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of tile subject of tile report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLG, express or implied, as to any finding or oilier matter in this report, or as to any product covered by the report. IN Coovriaht © 2017 ICC Evaluation Service. LLC. All riahts reserved. Paae 1 of 9 11 ESR-391 2 I Most Widely Accepted and Trusted Page 2 of 9 Design parameters provided in Tables 2 and 3 of this report are based on the 2015 IBC (ACI 318-14) and the 2012 IBC (ACI 318-11) unless noted otherwise in Section 4.1.1 through 4.1.11 of this report. The strength design of anchors must comply with ACI 318-14 17.3.1 or ACI 318-11 D.4.1, as applicable, except as required in ACI 318-14 17.2.3 or ACI 318-11 D.3.3, as applicable. Strength reduction factors, 0, as given in Tables 2 and 3 of this report, must be used in lieu of ACI 318-14 17.3.3 or ACI 318-11 D.4.3, as applicable, for load combinations calculated in accordance with Section 1605.2 of the IBC, Section 5.3 of ACI 318-14, or Section 9.2 of ACI 318-11, as applicable. Strength reduction factors, 0 as given in Appendix C of ACI 318-11 shall not be used. The value of f' used in the calculation must be limited to a maximum of 8,000 psi (55.2 MPa), in accordance with ACI 318-14 17.2.7 or ACI 318-11 D.3.7, as applicable. 4.1.2 Requirements for Static Steel Strength in Tension, Nsa: The nominal static steel strength in tension, Nsa, of a single anchor must be calculated in accordance with ACI 318-14 17.4.1 or ACI 318-11 Section D.5.1, as applicable, for the threaded steel element, Nsarod, as illustrated in Table 5 of this report. The lesser of ONsa,rnd in Table 5 or ON55 provided in Table 2 for the Mini-Undercut+ anchor shall be used as the steel strength in tension. 4.1.3 Requirements for Static Concrete Breakout Strength in Tension Ne,, or Nb9: The nominal concrete breakout strength of a single anchor or a group of anchors in tension, Nb or Nb9, respectively, must be calculated in accordance with ACI 318-14 17.4.2 or ACI 318-11 D.5.2, as applicable, with modifications as described in this section. The basic concrete breakout strength of a single anchor in tension in cracked concrete, Nb, must be calculated according to ACI 318-14 17.4.2.2 or ACI 318-11 D.5.2.2, as applicable, using the values of h51 and kr as given in Table 2 of this report. The nominal concrete breakout strength in tension in regions where analysis indicates no cracking in accordance with ACI 318-14 17.4.2.6 or ACI 318-11 D.5.2.6, as applicable, must be calculated with the value of kunr as given in Table 2 of this report and with (lic,N = 1.0. 4.1.4 Requirements for Static Pullout Strength in Tension, Na,,: The nominal pullout strength of a single anchor or a group of anchors, in accordance with ACI 318-14 17.4.3 or ACI 318-11 D.5.3, as applicable, in cracked and uncracked concrete, Np er and Npuncr, respectively, is given in Table 2. In lieu of ACI 318-14 17.4.3.6 or ACI 318-11 D.5.3.6, as applicable, tlic p = 1.0 for all design cases. The nominal pullout strength in cracked concrete may be adjusted by calculation according to Eq-1: N f = (lb, psi) (Eq-1) N f = Np,cr f.J2 (N, MPa) where f' is the specified concrete compressive strength. For hollow-core concrete slabs, the value of 6,000 psi (41.4 MPa) must be substituted for the value of 2,500 psi (17.2 MPa) in the denominator. Where value for Npuncr is not provided in Table 2 of this report, the pullout strength in tension need not be considered or evaluated. 4.1.5 Requirements for Static Steel Shear Capacity, Vsa: The nominal static steel strength in shear, V35, of a single anchor must be taken as the threaded steel element trnnth I!... nivssn In TahIp ri nf fhi rnnrf Thp, Ic.pr 1, Of q5Vsa,rod in Table 5 or OVsa in Table 3 for the Mini- Undercut+ anchor shall be used as the steel strength in shear, and must be used in lieu of the values derived by calculation from ACI 318-14 Eq. 17.5.1.2a or 17.5.1.2b; or ACI 318-11 Eq. D-28 or D-29, as applicable. 4.1.6 Requirements for Static Concrete Breakout Strength in Shear, VCb or Vcbg: The nominal concrete breakout strength of a single anchor or group of anchors in shear, Vb or Vcbg, respectively, must be calculated in accordance with ACI 318-14 17.5.2 or ACI 318-11 D.6.2, as applicable, with modifications as described in this section. The basic concrete breakout strength of a single anchor in shear, Vb, must be calculated in accordance with ACI 318-14 17.5.2.2 or ACI 318-11 D.6.2.2, as applicable, using the value of te and d5 given in Table 3 of this report. For anchors installed in hollow-core concrete slabs, the nominal concrete breakout strength of a single anchor or group of anchors in shear, Vb or Vcbg, must be calculated in accordance with ACI 318-14 17.5.2 or ACI 318-11 D.6.2, as applicable, using the actual member cover thickness of the hollow-core, hmincom, in lieu of hmin, in the determination of Av, Minimum member cover thickness for anchors in the hollow-core concrete slabs is given in Table 1 and shown in Figure 4 of this report, as applicable. 4.1.7 Requirements for Static Concrete Pryout Strength in Shear, V, or Vcpg: The nominal concrete pryout strength of a single anchor or group of anchors, Va,, or Vcpg, respectively, must be calculated in accordance with ACI 318-14 17.5.3 or ACI 318-11 D.6.3, as applicable, using the value of kcp provided in Table 3, and the value of Nb or Ncbg as calculated in Section 4.1.3 of this report. 4.1.8 Requirements for Seismic Design: 4.1.8.1 General: For load combinations including seismic loads, the design must be performed in accordance with ACI 318-14 17.2.3 or ACI 318-11 D.3.3, as applicable. Modifications to ACI 318-14 17.2.3 shall be applied under 2015 IBC Section 1905.1.8. For the 2012 IBC, Section 1905.1.9 shall be omitted. Modifications to ACI 318-08 D.3.3 shall be applied under Section 1908.1.9 of the 2009 IBC. The nominal steel strength and nominal concrete breakout strength for anchors in tension, and the nominal concrete breakout strength and pryout strength for anchors in shear, must be calculated according to ACI 318-14 17.4 and 17.5 or ACI 318-11 D.5 and D.6, respectively, as applicable, taking into account the corresponding values in Tables 2 and 3 of this report. The anchors comply with ACI 318-14 2.3 or ACI 318-11 D.1, as applicable, as brittle steel elements and must be designed in accordance with ACI 318-14 17.2.3.4, 17.2.3.5, 17.2.3.6, or 17.2.3.7; ACI 318-11 D.3.3.4, D.3.3.5, D.3.3.6 or D.3.3.7; or ACI 318-08 D.3.3.4, D.3.3.5 or D.3.3.6, as applicable. The 3/6-inch-diameter (9.5 mm) Mini-Undercut+ anchors may be installed in regions designated as IBC Seismic Design Categories A through F. 4.1.8.2 Seismic Tension: The nominal steel strength and nominal concrete breakout strength for anchors in tension must be calculated according to ACI 318-14 17.4.1 and 17.4.2, or ACI 318-11 D.5.1 and D.5.2, as applicable, as described in Sections 4.1.2 and 4.1.3 of this report. In accordance with ACI 318-14 17.4.3.2 or ACI 318-11 D.5.3.2, as applicable, the appropriate value for nominal ntillniit strenath in tension for seismic loads AL ESR-3912 I Most Widely Accepted and Trusted Page 3 of 9 described in Table 2 of this report, must be used in lieu of N. Np eq may be adjusted by calculations for concrete compressive strength in accordance with Eq-i of this report. 4.1.8.3 Seismic Shear: The nominal concrete breakout strength and pryout strength for anchors in shear must be calculated according to ACI 318-14 17.5.2 or 17.5.3, or ACI 318-11 D.6.2 and D.6.3, respectively, as described in Sections 4.1.6 and 4.1.7 of this report. In accordance with ACI 318-14 17.5.1.2 or ACI 318-11 D.6.1.2, as applicable, the appropriate value for nominal steel strength in shear for seismic loads, Vsaeq described in Table 3 of this report, must be used in lieu of Vsa. 4.1.9 Requirements for the Interaction of Tensile and Shear Forces: The effects of combined tensile and shear forces must be determined in accordance with ACI 318-14 17.6 or ACI 318-11 D.7. 4.1.10 Requirements for Critical Edge Distance, cac: In applications where c < cac and supplemental reinforcement to control splitting of the concrete is not present, the concrete breakout strength in. tension for uncracked concrete, calculated according to ACI 318-14 17.4.2 or ACI 318 D.5.2, as applicable, must be further multiplied by the factor 1Pcp,N as given by Eq 2: (licp,N = (Eq-2) cac whereby the factor VJcp,N need not be taken less than For all other cases, IPcpN = 1.0. In lieu of using ACI 318-14 17.7.6 or ACI 318-11 D.8.6, as applicable, values of cac provided in Table 2 of this report must be used, as applicable 4.1.11 Requirements for Minimum Member Thickness, Minimum Anchor Spacing and Minimum Edge Distance: In lieu of ACI 318-14 17.7.1 and 17.7.3, or ACI 318-11 D.8.1 and D.8.3, respectively, as applicable, the values of Smin and cmi,, as given in Table 1 of this report must be used. In lieu of ACI 318-14 17.7.5 or ACI 318-11 D.8.5, as applicable, minimum member thicknesses, hmjn, as given in Table 1 of this report must be used. 4.2 Allowable Stress Design (ASD): 4.2.1 General: Design values for use with allowable stress design load combinations calculated in accordance with Section 1605.3 of the IBC must be established using the following equations: Tallowable,ASD = qN,, / a (Eq-3) Vallowable,ASD = q5V,, I a (Eq-4) where: TallowabjeASO = Allowable tension load (lbf or kN) Valfowab(eASQ = Allowable shear load (lbf or kN) q5N,, = Lowest design strength of an anchor or anchor group in tension as determined in accordance with ACI 318-14 Chapter 17 and 2015 IBC Section 1905.1.8, ACI 318-11 Appendix D, ACI 318-08 Appendix D and 2009 IBC Section 1908.1.9, and Section 4.1 of this report, as applicable (lbf or kN). ØV,, = Lowest design strength of an anchor or anchor group in shear as determined in accordance with ACI 318-14 Chapter 17 and 2015 IBC Section 1905.1.8, ACI 318-11 Aooendix D. ACI 318-08 Appendix D and 2009 IBC Section 1908.1.9, and Section 4.1 of this report, as applicable (lbf or kN). = Conversion factor calculated as a weighted average of the load factors for the controlling load combination. In addition, a must include all applicable factors to account for nonductile failure modes and required over-strength. Limits on edge distance, anchor spacing and member thickness as given in Table 1 of this report must apply. 4.2.2 Interaction of Tensile and Shear Forces: The interaction must be calculated and consistent with ACI 318-14 17.6 or ACI 318-11 D.7, as applicable, as follows: For shear loads V 0.2Vallowable,ASD, the full allowable load in tension Tagowabje,ASD must be permitted. For tension loads T :5 0.2To/IowabIe ASQ, the full allowable load in shear Valiowable,ASD must be permitted. For all other cases: Tapp!,ed + Vapplied < 1.2 (Eq-5) - Vayo,,b(e ASO -. 4.3 Installation: Installation parameters are provided in Table 1 and Figures iA, 2, 3 and 4 of this report. Anchor locations must comply with this report and plans and specifications approved by the code official. The Mini-Undercut+ anchor must be installed according to manufacturer's published installation instructions and this report. Anchors must be installed in holes drilled into concrete using carbide-tipped masonry drill bits complying with ANSI B212.15-1994. The stop drill bit size and drilled hole depth must be in accordance with Table 1. The anchors must be installed in drilled holes with a powered hammer drill and fitted with a Mini-Undercut+ setting tool supplied by DEWALT. The allowable ranges of installation parameters for the Mini-Undercut+ anchors are given in Table I. The anchors must be driven until the shoulder of the Mini-Undercut+ anchor is flush with the surface of the concrete. The minimum thread engagement of a threaded rod or bolt insert element assembly into the Mini-Undercut+ anchor must be full anchor depth. 4.4 Special Inspection: Periodic special inspection is required, in accordance with Section 1705.1.1 and Table 1705.3 of the 2015 IBC or 2012 IBC, as applicable; Section 1704.15 and Table 1704.4 of the 2009 IBC, as applicable. The special inspector must make periodic inspections during anchor installation to verify anchor type, anchor dimensions, concrete type, concrete compressive strength, hole dimensions, drill bit size and type, anchor spacing, edge distances, concrete thickness, anchor embedment, and adherence to the installation instructions. The special inspector must be present as often as required in accordance with the "statement of special inspection." 5.0 CONDITIONS OF USE The Mini-Undercut+ anchors described in this report comply with, or are suitable alternatives to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 The anchors must be installed in accordance with the manufacturer's published installation instructions and this report. In case of conflict, this report governs. 5.2 Anchor sizes, dimensions and minimum embedment depths are as set forth in this report. 5.3 The anchors must be limited to installation in the formed surface of cracked and uncracked normal- ESR-391 2 I Most Widely Accepted and Trusted Page 4 of 9 weight concrete having a specified compressive strength, f', of 2,500 psi to 8,500 psi (17.2 MPa to 58.6 MPa), and cracked and uncracked hollow-core concrete slabs with the configuration and dimensions as indicated in Figure 4 having a minimum specified compressive strength, f, of 6,000 psi (20.7 MPa). 5.4 The values of f' used for calculation purposes must not exceed 8,000 psi (55.1 MPa). 5.5 The concrete shall have attained its minimum design strength prior to installation of the anchors. 5.6 Strength design values must be established in accordance with Section 4.1 of this report. 5.7 Allowable stress design values must be established in accordance with Section 4.2 of this report. 5.8 Anchor spacing and edge distance, as well as minimum member thickness, must comply with Table 1 and Figures 2 and 4 of this report. 5.9 Prior to installation, calculations and details demonstrating compliance with this report must be submitted to the code official. The calculations and details must be prepared by a registered design professional where required by the statutes of the jurisdiction in which the project is to be constructed. 5.10 Since an [CC-ES acceptance criteria for evaluating data to determine the performance of anchors subjected to fatigue or shock loading is unavailable at this time, the use of these anchors under such conditions is beyond the scope of this report. 5.11 Anchors may be installed in regions of concrete where cracking has occurred or where analysis indicates cracking may occur (ft > fr), subject to the conditions of this report. 5.12 Anchors may be used to resist short-term loading due to wind or seismic forces (Seismic Design Categories A through F under the IBC), subject to the conditions of this report. 5.13 Anchors are not permitted to support fire-resistance- rated construction. Where not otherwise prohibited by the code, anchors are permitted for installation in fire- resistance-rated construction provided that at least one of the following conditions is fulfilled: The anchors are used to resist wind or seismic forces only. Anchors are used to support nonstructural elements. 5.14 Special inspection must be provided in accordance with Section 4.4 of this report. 5.15 Use of anchors is limited to supporting non-structural components. 5.16 Use of anchors is limited to dry, interior locations. 5.17 Anchors are manufactured under an approved quality- control program with inspections by ICC-ES. 6.0 EVIDENCE SUBMITTED 6.1 Reports of tension and shear tests of anchors in concrete in accordance with ACI 355.2-07 I ACI 355.2-04; including but not limited to reference, reliability and service-condition tests in cracked and uncracked concrete. - 6.2 Reports of tension and shear tests of anchors in hollow-core concrete slabs in accordance with ASTM E488 and applicable sections of ACI 355.2. 6.3 Documentation on the strength and reliability of anchors in concrete with embedment depths of less than one-inch. 6.4 Quality-control documentation in accordance with the ICC-ES Acceptance Criteria for Quality Documentation (AC 10) dated June 2014. 7.0 IDENTIFICATION The Mini-Undercut+ anchors have only one size and one type, which is identified in the field by their unique dimensional characteristics and packaging. Packages are identified with the company name (DEWALT), anchor name, part number, type, size, and the evaluation report number (ESR-3912). I I L I I I I I I I I I I TABLE A-INSTALLATION AND DESIGN INDEX' Product Name I Installation Specifications I Tension Design Data I Shear Design Data I Concret Ie Hollow-core Concrete Slabs I Concrete I Hollow-core Concrete Slabs Mini-Undercut+ Table 1 Table 2 1 Table 2 Table 3 Table 3 Concrete Type Concrete State Anchor Nominal Size Seismic Design Categories2 I Cracked A through F Normal-weight Uncracked /8 A through F For SI: 1 inch = 25.4 mm. For pound-inch units: 1 mm = 0.03937 inch. 1Reference ACI 318-14 17.3.1.1 or ACI 318-11 D.4.1.1, as applicable. The controlling strength is decisive from all appropriate failure modes (i.e. steel, concrete breakout, pullout, pryout, as applicable) and design assumptions. 2See Section 4.1.8 for requirements for seismic design, where applicable. TABLE B-MINI-UNDERCUT+ SYSTEM Stop Drill Bit (SOS) Mini-Undercut+ Anchor Setting Tool (SDS) DEWALT Recommended SOS Hammer-Tools PPA2431720 PFM2111820 PFM2101720 DCH273, DCH133, D25133, D252621 'Refer to Table 1 for required approximate tool impact power. I 1 I ESR-391 2 I Most Widely Accepted and Trusted Page 5 of 9 FIGURE 1A—MINI- UNDERCUT+ ANCHOR DETAIL FIGURE 1B—STOP DRILL BIT (Top Picture), Before (Left Picture) and After (Right Picture) Anchor Setting MINI-UNDERCUT+ ANCHOR (Center Picture) AND SETTING TOOL (Bottom Picture) TABLE l—MINI-UNDERCUT+ ANCHOR INSTALLATION SPECIFICATIONS AND SUPPLEMENTAL INFORMATION 1,2,3 Nominal Anchor Size / Threaded Rod Diameter (inch) Anchor Property! Setting Information Symbol Units 3 /8 Nominal outside anchor diameter d in. (mm) 0.625 (15.9) Internal thread diameter (UNC) d in. (mm) 0.375 (9.5) Nominal stop drill bit diameter d511 in. / ANSI Minimum nominal embedment depth hnom in. (mm) /4 (19) Effective embedment h0f in. (mm) /4 (19) Hole depth h0 in. (mm) 0.75 (19) Overall anchor length (prior to setting) in. (mm) 15/16 (24) Approximate tool impact power (hammer-drill) - J 2.1 to 2.8 Minimum diameter of hole clearance in fixture for d5 in. 7/10 steel insert element (following anchor installation) Minimum member thickness in normal-weight hm,n in. 2 1 /2 concrete (mm) (64) Minimum cover thickness in hollow core concrete h mo, in. 11/2 slabs (see Figure 4) (mm) (38) Critical edge distance C in. (mm) 21/4 (57) Minimum edge distance Cmjn in. (mm) 21/2 (64) Minimum spacing distance Smin in. 23/4 (70) Max. installation torque ft-lb. (N-m) 5 (7) Effective tensile stress area in .2 0.044 (undercut anchor body) (mm2) (28.4) Minimum specified ultimate strength f.t. psi (N/mm2) 95,000 (655) Minimum specified yield strength fy. psi (N/mm2) 76,000 (524) Mean axial stiffness4 lUncracked concrete I flonc. lbf/in. 50,400 Cracked concrete lbf/in. 29,120 For SI: 1 inch = 25.4 mm, 1 ft-lb = 1.356 N-m. 'The information presented in this table is to be used in conjunction with the design criteria of ACI 318-14 Chapter 17 or ACI 318-11 Appendix D, as applicable. 2For installation detail for anchors in hollow-core concrete slabs, see Figure 4. 3The embedment depth, h,,0,, is measured from the outside surface of the concrete member to the embedded end of the anchor, see Figure 1A. 4Mean values shown, actual stiffness varies considerably depending on concrete strength, loading and geometry of application. 1c ESR-3912 I Most Widely Accepted and Trusted Page 6 of 9 bif ___ —dbii — *f_;. : : _d_.1.:& : it ••:T ?Rf710m . c• 'FIl7J1lW#, FIGURE 2—MINI-UNDERCUT'- ANCHOR INSTALLED WITH STEEL INSERT ELEMENT 1.) Using the stop drill • bit, drill a hole into i required the base material to the required depth using the shoulder of the drill bit as a guide. The bit used must meet tolerances of the drill the requirements of ANSI Standard 8212.15. : 2.)Remove XV dust and debris from hole using :a hand pump, I compressed air or vacuum I (e.g. forced air, suction) to remove loose particles left i from drilling. : 3.)Attach the i%n requ,red SDS setting tool to the hammer-driil. Mount the open end of the anchor onto the setting tool. Drive the anchor into the hole until the shoulder of the anchor is flush with the base material. 4. lelement, 4.) Insert threaded rodor bolt full dept into the Mini- Undercut+, taking care not to exceed the maximum tightening torque of the steel insert T,,,4. FIGURE 3—MINI-UNDERCUT+ SCREW ANCHOR INSTALLATION INSTRUCTIONS IN THE UNDERSIDE FORMED SURFACE OF CONCRETE FIGURE 4—MINI-UNDERCUT+ INSTALLATION DETAIL FOR ANCHORS IN THE UNDERSIDE OF HOLLOW-CORE CONCRETE SLABS ESR-3912 I Most Widely Accepted and Trusted Page 7 of 9 TABLE 2—TENSION DESIGN INFORMATION FOR MINI-UNDERCUT+ ANCHORS IN THE UNDERSIDE OF NORMAL-WEIGHT CONCRETE AND THE UNDERSIDE OF HOLLOW CORE CONCRETE SLABS 1,2,3,4,5,6,7 Nominal Anchor Size I Threaded Rod Diameter (in.) Design Characteristic Notation Units 3 /8 inch Anchor category 1, 2 or 3 - 1 Nominal embedment depth hnom in. 3/4 (19) STEEL STRENGTH IN TENSION (ACI 318-14 17.4.1 or ACI 318-11 D.5.1) Steel strength in tension N4 ( lb kN) 4,180 (18.6) Reduction factor, steel strength 0 - 1 0.65 CONCRETE BREAKOUT STRENGTH IN TENSION (ACI 318-14 17.4.2 or ACI 318-11 D.5.2) Effective embedment her Effectiveness factor for uncracked concrete - 24 Effectiveness factor for cracked concrete Ic,. - 17 Modification factor for-cracked and uncracked concrete -('C,N - - 1.0 (see note 5) Critical edge distance C8 in, (mm) 21/4 (57) Reduction factor, concrete breakout strength 0 - 0.40 PULLOUT STRENGTH IN TENSION (ACI 318-14 17.4.3 or ACI 318-11 D.5.3) Pullout strength, uncracked concrete See note 7 Pullout strength, cracked concrete Np,cr lb (kN) 455 (2.0) Reduction factor, pullout strength 0 - 0.40 PULLOUT STRENGTH IN TENSION FOR SEISMIC APPLICATIONS (ACI 318-14 17.2.3.3 or ACI 318-11 D.3.3.3) Characteristic pullout strength, seismic Np,eq (kN) 410 (1.82) Reduction factor, pullout strength, seismic 0 - 1 0.40 For SI: 1 inch = 25.4 mm, I ksi = 6.894 N/mm2; 1 lbf = 0.0044 kN. 'The data in this table is intended to be used with the design provisions of ACI 318-14 Chapter 17 or ACI 318-11 Appendix D, as applicable; for anchors resisting seismic load combinations the additional requirements of ACI 318-14 17.2.3 or ACI 318-11 D.3.3, as applicable, shall apply. 21n5ta11ati0n must comply with manufacturer's published installation instructions and details. 3All values of 0 are applicable with the load combinations of IBC Section 1605.2, ACI 318-14 Section 5.3, or ACI 318-11 Section 9.2. 4me steel strength shown in this table is for the Mini-Undercut+ anchors only. Design professional is responsible for checking threaded rod strength in tension, shear, and combined tension and shear, as applicable. See Table 5 for steel design information for threaded rod elements. 5Select the appropriate effectiveness factor for cracked concrete (Ic,) or uncracked concrete (k 0,.) and use q.'c,N = 1.0. 6For calculation of N4 see Section 4.1.4 of this report. The characteristic pullout strength for concrete compressive strengths greater than 2,500 psi for anchors may be increased by multiplying the value in the table by (f's / 2,500)0 5 for psi or (f I 17.2)°. For hollow-core concrete slabs the characteristic pullout strength for concrete compressive strengths greater than 6,000 psi for anchors may be increased by multiplying the value in the table by (f, I 6,000)° for psi or (f' I 41.4) . 7Reported values for characteristic pullout strength in tension for seismic applications are based on test results per ACI 355.2, Section 9.5. I 17 I ESR-3912 I Most Widely Accepted and Trusted Page 8 of 9 TABLE 3-SHEAR DESIGN INFORMATION FOR MINI-UNDERCUT+ ANCHORS IN THE UNDERSIDE OF NORMAL-WEIGHT CONCRETE AND THE UNDERSIDE OF HOLLOW CORE CONCRETE SLABS' 2,3,4,5,6 Nominal Anchor Size I Threaded Rod Diameter (in.) Design Characteristic Notation Units 3/8 inch Anchor category 1, 2 or 3 - 1 Nominal embedment depth hnom in. 3/4 (19) STEEL STRENGTH IN SHEAR (ACI 318-1417.5.1 or ACI 318-11 D.6.1) Steel strength in shear vsa 1 lb (kN) 985 (4.4) Reduction factor, steel strength 0 - 0.60 STEEL STRENGTH IN SHEAR FOR SEISMIC APPLICATIONS(ACI 318-14 17.2.3.3 or ACI 318-11 D.3.3.3) Steel strength in shear, seismic Vsa,eq lb 895 (ç) (40) Reduction factor, steel strength in shear, seismic 0 - 0.60 CONCRETE BREAKOUT STRENGTH IN SHEAR (ACI 318-14 17.5.2 or ACI 318-11 D.6.2) Load bearing length of anchor in shear in. (mm) 0.75 (19) Nominal outside anchor diameter de in. 0.625 (mm) (15.9) Reduction factor for concrete breakout strength 0 - 0.45 PRYOUT STRENGTH IN SHEAR (ACI 18-14 17.5.3 or ACI 318-11 D.6.3) Coefficient for pryout strength k2 - 1.0 Effective embedment hef (mm) 1 (19) Reduction factor, pryout strength 0 - 0.45 For SI: 1 inch = 25.4 mm, 1 lbf = 0.0044 kN. 'The data in this table is intended to be used with the design provisions of ACI 318-14 Chapter 17 or ACI 318-11 Appendix D, as applicable; for anchors resisting seismic load combinations the additional requirements of ACI 318-17 17.2.3 or ACI 318-11 0.3.3, as applicable shall apply 21n5ta11ation must comply with manufacturer's published installation instructions and details. 3All values of 0 are applicable with the load combinations of IBC Section 1605.2, ACI 318-14 Section 5.3, or ACI 318-11 Section 9.2. 4me strength shown in this table is for the Mini-Undercut+ anchors only. Design professional is responsible for checking threaded rod strength in tension, shear, and combined tension and shear, as applicable. See Table 5 for steel design information for threaded rod elements. 5Reported values for steel strength in shear are based on test results per ACI 355.2, Section 9.4 (in cracked concrete) and must be used for design in lieu of the calculated results using equation 17.5.1.2b of ACI 318-14 or equation 0-29 in ACI 318-11 0.6.1.2. 6Reported values for steel strength in shear for the Mini-Undercut+ anchors are for seismic applications and based on test results in accordance with ACI 355.2, Section 9.6 and must be used for design. TABLE 4-SPECIFICATIONS AND PHYSICAL PROPERTIES OF COMMON CARBON STEEL THREADED ROD ELEMENTS I I MIN. SPECIFIED MIN. SPECIFIED If0a IELONGATIONI REDUCTION I THREADED ROD SPECIFICATION UNITS I ULTIMATE I YIELD STRENGTH - I MINIMUM I OF AREA RELATED NUT I SPECIFICATION' I I STRENGTH, fete 10.2 PERCENT OFFSET, fya fye I PERCENT IMIN, PERCENT I I Carbon and psi 58,000 36,000 ASTMA194/ I ASTMA36/A36M' Steel I F15542 Grade 36 (MPa) (400) (248) 1.61 23 40 (50 for A36) A563 Grade A For SI: 1 inch = 25.4 mm, 1 psi = 0.006897 MPa. For pound-inch units: 1 mm = 0.03937 inch, 1 MPa = 145.0 psi. 'Standard Specification for Carbon Structural Steel. 2Standard Specification for Anchor Bolts, Steel, 36, 55, and 105-ks! Yield Strength. 3Where nuts are applicable, nuts of other grades and style having specified proof load stress greater than the specified grade and style are also suitable. TABLE 5-STEEL DESIGN INFORMATION FOR THREADED ROD ELEMENTS USED WITH MINI-UNDERCUT+ ANCHORS' 2,3,4 DESIGN INFORMATION SYMBOL UNITS 3/8-inch Threaded rod nominal outside diameter d,0d in. 0.375 (mm ) (9.5) Threaded rod effective cross-sectional area A 6 in 2 0.078 (mm ) (50) Nominal tension strength of threaded rod as .ro d lb 4,525 Nsaoverned g by steel strength ASTM A36 or F1554, Grade 36 (kN) (20.0) Nominal tension strength of threaded rod as Nsa,rod,eq lb 4,525 governed by steel strength, seismic (kN) (20.0) Nominal shear strength of threaded rod as lb 2,695Vsa,rod governed by steel strength ASTM A36 or F1554, Grade 36 (kN) (12.0) Nominal shear strength of threaded rod as Vsa,rod, lb 1,900 governed by steel strength, seismic eq (kN) (8.4) For SI: 1 inch = 25.4 mm, 1 pound = 0.00445 kN, 1 in = 645.2 mm2. For pound-inch unit: 1 mm = 0.03937 inches. ' 1 Values provided for steel element material types, or equivalent, based on minimum specified strengths; N,.O4 and Vsa,rod calculated in accordance with ACI 318-14 Eq. 17.5.1.2a and Eq. 17.5.1.2b or ACI 318-11 Eq. 0-28 and Eq. 0-29, respectively, as applicable. Vse,o4eqmust betaken as 0.7Vsea. 2 oNsa shall be the lower of the ONsad or 0Nsa for static steel strength in tension; for seismic loading 0Nsa,oq shall be the lower of the ONce ed eq or 0Nsa,eq. 3ØV, shall be the lower of the OVse,.,,4 or OV, for static steel strength in tension; for seismic loading 0V 4 shall be the lower of the 0V 0,4,01 or ØV eq. 4Strength reduction factors shall be taken from ACI 318-14 17.3.3 or ACI 318-11 0.4.3, as applicable, for steel elements. Strength reduction factors for load combinations in accordance with ACI 318-14 5.3 or ACI 318-11 9.2, as applicable, governed by steel strength of ductile steel elements shall be taken as 0.75 for tension and 0.65 for shear. The value of 0 applies when the load combinations of Section 1605.2 of the IBC, ACI 318-14 5.3 or ACI 318-11 9.2, as applicable, are used in accordance with ACI 318-14 IR I I ICC-ES Evaluation Report ESR-3912 LABC and LARC Supplement Issued May 2017 This report is subject to renewal October 2017. www.icc-es.orq I (800) 423-6587 I (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 03 00 00—CONCRETE Section: 03 16 00—Concrete Anchors REPORT HOLDER: DEWALT 701 EAST JOPPA ROAD TOWSON, MARYLAND 21286 (800) 524-3244 www.dewalt.com - engineering(äpowers.com EVALUATION SUBJECT: MINI-UNDERCUT+TM ANCHORS IN CRACKED AND UNCRACKED CONCRETE (DEWALT) 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that DEWALT Mini-Undercut+TM anchors in cracked and uncracked concrete, described in ICC-ES master evaluation report ESR-3912, have also been evaluated for compliance with the codes noted below as adopted by Los Angeles Department of Building and Safety (LADBS). Applicable code editions: 2017 City of Los Angeles Building Code (LABC) 2017 City of Los Angeles Residential Code (LARC) 2.0 CONCLUSIONS The DEWALT Mini-Undercut+TM anchors in cracked and uncracked concrete, described in Sections 2.0 through 7.0 of the master evaluation report ESR-3912, comply with LABC Chapter 19, and LARC, and are subjected to the conditions of use described in this report. 3.0 CONDITIONS OF USE The DEWALT Mini-Undercut+TM anchors described in this evaluation report must comply with all of the following conditions: All applicable sections in the master evaluation report ESR-3912. The design, installation, conditions of use and labeling of the anchors are in accordance with the 2015 International Building Code (2015 IBC) provisions noted in the master evaluation report ESR-3912. The design, installation and inspection are in accordance with additional requirements of LABC Chapters 16 and 17, as applicable. Under the LARC, an engineered design in accordance with LARC Section R301.1.3 must be submitted. The allowable and strength design values listed in the master evaluation report and tables are for the connection of the anchors to the concrete. The connection between the anchors and the connected members shall be checked for capacity (which may govern). This supplement expires concurrently with the master report, issued October 2016 and revised May 2017. 1CC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specficaIly addressed, nor are they to be construed as an endorsement of tile subject of the report or a recommendation fbr its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report. Coovriaht © 2017 icc Evaluation Service. LLC. All nahts reserved. Paae 9 of 9 I F ATR 1/4 Sik1 x 'L' PerJII', 20 ' 240 :hi!hhhhh1hhm T (1.07) ' 12 (5.44) AIR W x 'L' 16 730 (3.24) 29 (13.15) AIR 1/2" X 'L' 13 1350 (6.00) 53 (24.04) AIR /8" x 'L' 11 2160 (9.60) 89 (40.37) AIR 3/4" x 'L 10 3230 (14.37) 123 (55.79) AIR I8" x 'L' 9 4480 (19.93) 170 (77.11) I I I I El I I Li Fig. B3205 - Threaded Rod (right-hand threads - both ends) (TOLCO Fig. 103) Fig. B3205L - Threaded Rod (right & left hand threads) Size Range: /8-16 thru 3-4 rod Specify Length Material: Steel Function: Recommended for use as a hanger support in hanger assemblies. Rod is threaded on both ends with right hand threads of the length shown. Also TL available with left and right hand threads - specify Fig. B3205L when ordering. Maximum Temperature: 750°F (399°C) Thread Size Finish: Plain. Contact Cooper B-Line for alternative finishes and materials. Order By: Figure number, rod size, length and finish ITiai!.UI TI I - 1il[I. B3205-I x 'L' Thread Size ' /8'-16 Thread I 21/2 Standard Length TL (63.5) 650-F (343-C) I 730 Design (3.2 1572 Load 750-F (399-C) I (2.54) B3205-112 x 'L' 1/2"_13 21/2 (63.5) 1350 (6.00) 1057 (4.70) B3205-518 x 'L' /a -ii 21/2 (63.5) 2160 (9.61) 1692 (7.52) B3205-314x 'L' /411-10 3 (76.2) 3230 (14.37) 2530 (11.25) B3205-718 x 'L' /8-9 31/2 (88.9) 4480 (19.93) 3508 (15.60) For larger sizes consult full line pipe hanger catalog. Fig. ATR - All Threaded Rod (TOLCO Fig. 99 & Fig. 100) Size Range: /8-16 thru 11/2_6 rod in 10' (3.05m) lengths Material: Steel Maximum Temperature: 750°F (399°C) Finish: Plain. Contact Cooper B-Line for alternative finishes and materials. Order By: Figure number, rod size, length and finish Note: Fig. 99 is cut to length all threaded rod. Fig. 100 is full length. Li I I Li I For larger sizes consult full line pipe hanger catalog. All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. P- 1-COOPER B-Line I I Fig. 200-1 to 200-2 Fig. 200_2112 to 200-8 Fig. 200 Fig. 200F Fig. 200S Fin 900 - "Trimline" Adii,tihIp Rind Hinner (r.nnnpr R-I inp Fin B317ONFI ©1TDLCD Fig. 200F - "Trimline" Adjustable Band Hanger with Felt Lining (Cooper B-Line Fig. B317ONFF) Fig. 200C - "Trimline" Adjustable Band Hanger with Plastic Coated (Cooper B-Line Fig. B317ONFC) Fig. 200S - "Trimline" Adjustable Band Hanger with Non-Captured Nut c®US LISTED Size Range: Fig. 200 - 1/2" (15mm) thru 8" (200mm) pipe Material: Steel, Pre-Galvanized to G90 specifications Function: For fire sprinkler and other general piping purposes. Knurled swivel nut design permits hanger adjustment after installation. Features: (1/2" (15mm) thru 2" (50mm)) Flared edges ease installation for all pipe types and protect CPVC plastic pipe from abrasion. Captured design keeps adjusting nut from separating with hanger. Hanger is easily installed around pipe. For hanger with non-captured nut order Fig. 200S. (21/2" (65mm) thru 8" (200mm)) Spring tension on nut holds it securely in hanger before ihstãllatibh. Adjusting nut is easily removed. Approvals: Underwriters Laboratories listed (1/2" (15mm) thru 8" (200mm)) in the USA (UL) and Canada (cUL) for steel and CPVC plastic pipe and Factory Mutual Engineering Approved (FM) (3/4" (20mm) thru 8" (200mm)). Conforms to Federal Specifications WW-H-171 E & A-A-1l 92A, Type 10 and Manufacturers Standardization Society ANSI/MSS SP-69 & SP-58, Type 10. Maximum Temperature: 650°F (343°C) Finish: Pre-Galvanized. Stainless Steel materials will be supplied with (2) hex nuts in place of a knurl nut. Order By: Figure number and pipe size Designed to meet or exceed requirements of FM DS 2-0. Fig. 200C 200-1/2 Pipe 1/2" Size I (15) I RodTI1' 3/8 -16 I 31/8 I (79.4) I 2/8" I (66.7) I 11 I (5.0) 200-/4 3/4 (20) /8"-16 31/8 (79.4) 21/2 (63.5) 11 (5.0) 200-1 1 (25) /8"-16 3/8" (85.7) 2I8° (66.7) 12 (5.5) 200_11/4 11/4 (32) /8"-16 33/4 (94.0) 2/8" (73.0) 13 (5.9) 200_11/2 11/2° (40) /8°-16 3/81, (98.4) 2/8° (73.0) 14 (6.4) 200-2 2° (50) /8"-16 41/2" (114.3) 3 (76.3) 15 (6.9) 200.21/2 21/2 (65) /8"-16 5/8" (142.9) 41/8 (104.7) 27 (12.3) 200-3 3" (75) /8"-16 5/8" (149.1) 4" (101.6) 29 (13.3) 200.31/2 31/2 (90) /8"-16 7 /8" (187.3) 51/4 (133.3) 34 (15.6) 200-4 4 (100) /8"-16 7/8" (187.3) 5 (127.0) 35 (16.0) 200-5 5" (125) 1/2"13 91/8 (231.8) 61/4 (158.7) 66 (30.2) 200-6 6 (150) 1/2"13 101/8 (257.2) 6/4" (171.4) 73 (334) 200-8 8 (200) 1/2"13 131/8 (333.4) 8/4 (222.2) 136 (62.3) All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. COOPER B-Line Set Bolt Included Mounting Hardware Is Not Included Fig. 980 Fig. 4L All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line by f7T4J Fire Protection Solutions 67 Revised 1113012015 Seismic Bracing ®TOLCO <8> APPROVED Fig. 980 - Universal Swivel Sway Brace Attachment - /8" to 3/4" Size Range: One size fits bracing pipe 1 (25mm) thru 2' (50mm), B-Line 12 gauge (2.6mm) channel, and all structural steel up to 1/4' (31.7mm) thick. Material: Steel Function: Multi-functional attachment to structure or braced pipe fitting I 1 I I I I I I Features: This product's design incorporates a concentric attachment opening which is critical to the performance of structural seismic connections. NFPA 13 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: Fig.980 is the structural or transitional attachment component of a longitudinal or lateral sway brace assembly. It is intended to be combined with the "bracing pipe" and TOLCO "braced pipe' attachment, Fig. 1000, 1001, 4L, or other TOLCO approved attachment to pipe to form a complete bracing assembly. NFPA 13 guidelines should be followed. To Install: Place the Fig. 980 onto the 'bracing pipe. Tighten the set bolt until the head breaks off. Attachment can pivot for adjustment to proper brace angle. Approvals: —Approved by Factory Mutual Engineering (FM). For UL Listed information refer to page 66. Note: Fig. 980 Swivel Attachment and Fig. 1000, 1001, 4L or other TOLCO approved attachment to pipe that 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, Electro-Ga Ivan ized or Stainless Steel. Contact B-Line for alternative finishes. Order By: Figure number and finish. Pat. #6,273,372, Pat. #6,517,030, Pat. #6,953,174, Pat. #6,708,930, Pat. #7,191,987, Pat. #7,441,730, Pat. #7,669,806 Designed to meet or exceed requirements of FM DS 2-8. I I I I Part Mtg. Hdw. Mounting Hole Max. Design Load** (FM) Approx. Number Size A B D 300 -440 450 -590 600 -740 750 -90- Wt./100 in. (mm) in. (mm) in. (mm) in. (mm) lbs./(kN) lbs./(kN) IbsJ(kN) lbs ./(kN) 1 lbs. (kg) 980-/e 3/8" (9.5) 51/4" (1333) 1/8" (47.6) 13/32" (10.3) 149 (67.6) 980-1/2 * 1/2" (12.1) 51/4" (133.3) 1/" (47.6) 17/32" (13.5) 1320 1970 2310 2550 148 (67.1) 980-/8 /8" (15.9) 51/4" (1333) 1/8" (47.6) 11/16" (17.5) (5.87) 18.761 110.271 111.341 147 (66.7) 980-/4 3/4" 119.01 51/4" (133.3) 1/8" (47.6) 13/16" (20.5) 146 166.21 ° Standard size. Installed with 1" or 11/4" Schedule 40 brace pipe. FM Approved design loads are based on ASD design method. Important! - For load information when using Fig. 980 with pre-installed or post-installed concrete anchors in compliance with NFPA 13 (2016) or ASCE 7-10, including prying factors, see load tables on pages ALl thru AL21. Eaton's B-Line Business seismic bracing components are designed to be compatible only with other B-Line bracing components, resulting in a listed seismic bracing assembly. B-Line's warranty for seismic bracing components will be the warranty provided in B-Line's standard terms and conditions of sale made available by B-Line, except that, in addition to the other exclusions from B-Line's warranty, Eaton's B-line Business makes no warranty relating to B-Line's seismic bracing components that are combined with products not provided by Eaton's B-Line Business. I I I I ®TOLCO I APPOVD I I I Seismic Bracing I Fig. 1001 - Sway Brace Attachment Size Range: Pipe size to be braced: 1' (25mm) thru 8" (200mm) IRS. Pipe size used for bracing: 1' (25mm) and 11/4' (32mm) Schedule 40 IRS. Material: Steel Function: For bracing pipe against sway and seismic disturbance. The pipe attachment component of a sway brace system: Fig. 1001 is used in conjunction with a Fig. 900 Series fitting and joined together with bracing pipe per NFPA 13, forming a complete sway brace assembly. Features: Can be used to brace schedules 7 through 40 IRS. Field adjustable, making critical pre-engineering of bracing pipe length unnecessary. Unique design requires no threading of bracing 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' (25mm).pipeextensiOn is recommended. brace pipe can be installed on top or bottom of pipe to be braced. Approvals: Approved by Factory Mutual Engineering (FM). For UL Listed information refer to page 70. Finish: Plain or Electro-Galvanized. Contact B-Line for alternative finishes and materials. Order By: Order by figure number, pipe size to be braced, followed by pipe size used for bracing (1' (25mm) or 11/4' )32mm() , and finish. Important Note: Fig. 1001 is precision manufactured to perform its function as a critical component of a complete bracing assembly. To ensure performance, the FM Approval requires that Fig. 1001 must be used only with other TOLCO bracing products. Designed to meet or exceed requirements of FM DS 2-8. Pipe Size in. (mm) Part Number & Approx. Wt./100 1" (24mm) Brace Pipe 11/4" (32mm) Brace Pipe Lbs. (kg) Lbs. (kg) Design Load - For Sch. 7, Sch. 10,& Sch. 40 Pipe Allowable Horizontal Capacity (IbI) Per Installation 1.3 30°-44 450590 60°-74 15'-90 Lbs. (kN) Lbs. (kN) Lbs. (kN) Lbs. (kN) (25) 11/4 " 1001-1 X 100.0 (45.3) 1001-1 X 11/4 118.0 (53.5) 1800 (8.00) 2550 (11.34) 3120 (13.88) 3490 (25.52) V4" (32) j 1001-1'/4 X 100.0 (45.3) 1001-11/4 X 11I4 114.0 (51.7) 1230 (5.47) 1740 (7.74) 2140 (9.52) 2380 (10.58) 11/2" (40) 1001-1'/2 X 100.0 (45.3) 1001-11/2 X 11/4 115.0 (52.1) 1230(5.47) 1740 (7.74) 2140 (9.52) 2380 (10.58) (50) 1001-2X 1 108.0 (49.0) 1001-2X 11/4 121.0 (54.9) 1230 (5.47) 1740 (7.74) 2140 (9.52) 2380 (10.58) 21/2"(65) 1001-2'I2 X 138.6 (62.8) 1 1001.21/2 X 11/4 160.4 (72.7) 800 (3.56) 1130 (5.02) 1380 (6.14) 1540 (6.85) (80) 1001-3 X 147.2 (66.7) 1001-3 X 11/4 168.7 (76,5) 850 (3.78) 1200 (5.34) 1470 (6.54) 1640 (7.29) (100) 1001-4 X 1 160.9 (73.0) 1001-4 X 11/4 182.4 (82.7) 850 (3.78) 1200 (5.34) 1470 (6.54) 1640 (7.29) 6" (150) 1001-6 X 1 190.0 (86.2) 1001-6 X 11/4 211.4 (95.9) 510 (2.27) 730 (3.25) 890 (3.96) 990 (4.40) 8" (200) 1001-8 X 1 217.4 (98.6) 1001-8 X 11/4 238.8 (108.3) 510 (2.27) 730 (3.25) 890 (3.96) 990 (4.40) 1 FM Approved when used with 1 or 11/4 inch NPS Schedule 40 GB/T 3091,EN 10255H, or JIS G3451 steel pipe as the brace member. 2 Load rating for LW above refers to FM Approved Lightwall Pipe commonly referred to as Schedule 7. These ratings may also be applied when EN 10220 and GB/T 8163 steel pipe. 3 Load rating for Schedule 10 above may be applied to GB/I 3092,EN 10255M and H, or JIS G3454, FM Approved Thinwall, or Schedule 40 steel pipes. Note: See UL load ratings in UL Listed Design Load chart shown under drawing. %\9x All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. Fire Protection Solutions 71 B-Line by ®TOLCO APPROVED (9.5) Set Bolts & Hardware Included -------------------- Top View (25.4mm) °'...1/2" Bolt & Nut Furnished Fig. 825 Fig. 980 Fig. 1000 Side View Fig. 1001 \.____ Fig. 825 I-Beam 980 Seismic Bracing I Fig. 825 - Bar Joist Sway Brace Attachment To Steel Size Range: One size accommodates all Fig. 900 Series sway brace attachments. Material: Steel - Function: To attach sway bracing and hanger assemblies - ,14 Z_ to steel members. Features: This product's design incorporates a concentric attachment point which is critical to the performance of . structural seismic connections. NFPA 13 indicates the importance of concentric loading of connections and fasteners. Permits secure non-friction connection without drilling or welding. Unique design reinforces point of connection to joist. Break off head set bolt design assures verification of proper installation torque (mm. 31 ft-lbs.). Approvals: Approved by Factory Mutual Engineering (FM). For UL Listed information refer to page 56. Installation Instructions: Fig. 825 is the structural attachment component of a longitudinal or lateral sway brace assembly. It is intended to be combined with a TOLCO transitional attachment, "bracing pipe and a TOLCO "braced pipe attachment, to form a complete bracing assembly. NFPA 13 guidelines should be followed. To Install: Place the Fig. 825 on the steel beam, tighten the cone point set bolts until heads break off. Attach other TOLCO transitional attachment fitting, Fig. 980, 910, 909, or any other TOLCO approved transitional fitting. Transitional fitting attachment can pivot for adjustment to proper brace angle. Finish: Plain, Electro-Ga Ivan ized and HDG Approx. Wt./100: 247.5 Lbs. (112.2kg) Fig. 825 Order By: Figure number and finish US Patent #6,098,942, Fig. 980 0 Canada Patent #2,286,659 I I I I Designed to meet or exceed requirements of FM DS 2-8. FM Approved design loads are based Fig. 4L on ASD design method. FM Approved Design Loads 300 440 4559 60°-74 75°9 lbs. / (kN) lbs.! (kN) lbs.! lkNl lbs.! lkNl Maximum Lateral - Parallel to 990 1360 1670 1860 3/3 Thick Flange Structural Member 14.401 (6.05) 17.431 (8.27) Longitudinal - Maximum Perpendicular to 460 630 770 860 3/8 Thick Flange Structural Member 12.041 (2.80) (3.42) 13.821 I I I I I Eaton's B-Line Business seismic bracing components are designed to be compatible only with other B-Line bracing components, resulting in a listed seismic bracing assembly. B-Line's warranty for seismic bracing components will be the warranty provided in B-Line's standard terms and conditions of sale made available by B-Line, except that, in addition to the other exclusions from B-Line's warranty, Eaton's B-line Business makes no warranty relating to B-Line's seismic bracing components that are combined with products not provided by Eaton's B-Line Business. I I I All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. Fire Protection Solutions 57 B-Line by Effold (E)POTTER BELLS The Symbol of Protection PBA-AC & MBA-DC UL, ULC, and FM Approved Sizes Available: 6" (150mm), 8' (200mm) and 10" (250mm) Voltages Available: 24VAC I2OVAC I2VDC (10.2 to 15.6) Polarized 24VDC (20.4 to 31.2) Polarized Service Use: Fire Alarm General Signaling Burglar Alarm Environment: Indoor or outdoor use (See Note 1) 40° to 150°F (40° to 66°C) (Outdoor use requires weatherproof backbox.) Termination: AC Bells -4 No. 18 AWG stranded wires DC Bells - Terminal strip Finish: Red powder coating Optional: Model BBK- I weatherproof backbox Model BBX- I deep weatherproof backbox I I These vibrating type bells are designed for use as fire, burglar or general Notes: signaling devices. They have low power consumption and high decibel 1. Minimum dB ratings are calculated from integrated sound pressure ratings. The unit mounts on a standard 4" (lOimni) square electrical box measurements made at Underwriters Laboratories as specified in UL for indoor use or on a model BBK-1 weatherproof backbox or BBX- I Standard 464. UL temperature range is -30° to 150°F (-34° to 66°C). deep weatherproof backbox for outdoor applications. Weatherproof 2. Typical dB ratings are calculated from measurements made with a backbox model BBK- 1, Stock No. 1500001. conventional sound level meter and are indicative of output levels in an actual installation. 3. ULC only applies to MBA DC bells. Size inches (mm) Voltage Model Number Stock Number Current (Max.) Typical dB at 10 ft. (3m) (2) Minimum dB at 10 ft. (31 n) (I) 6(150) 12VDC MBA126 1750070 .12A 85 76 8(200) 12VDC MBA128 1750080 .12A 90 77 10(250) 12VDC MBA1210 1750060 .12A 92 78 6(150) 24VDC MBA246 1750100 .06A 87 77 8(200) 24VDC MBA248 1750110 .06A 91 79 10(250) 24VDC MBA2410 1750090 .06A 94 80 6(150) 24VAC PBA246 1806024* .1 7A 91 78 8(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) 120VAC PBA1208 1808120* .05A 99 84 1"0'(250) 120VAC PBA12010 1810120* .05A 99 86 All DC bells are polarized and have built-in transient protection. * Does not have ULC listing. I AWARNING I In outdoor or wet installations, bell must be mounted with weatherproof backbox, BBK-1 or BBX-l. Standard electrical boxes will not provide a weatherproof enclosure. If the bell and/or assembly is exposed to moisture, it may fail or create an electrical hazard. Potter Electric Signal Company, LLC • 2081 Craig Road, St. Louis, MO, 63146-4161 • Phone: 800-325-3936/Canada 888-882-1833. www.pottersignaI.com I PRINTED IN USA MFG. #5400776 - REV Y PAGE I OF.. 5/08 I I I Weatherproof Backbox Dimensions Inches (mm) Fig. 2 Box has one threaded 1/2" conduit entrance 5 3/4_' (146) 1 — d-1 (4)) 0W06 776-2 I I POTTER BELLS The Symbol of Protection PBA-AC & MBA-DC Bells Dimensions Inches (mm) Wiring (rear view) Fig. I Fig. 3 A.C. BELLS I.. (2 0) 8' :r (150) 211/16" (68) DWG# 770-I WHITE (IN) WHITE (OW) PANEL OR FROM CONTROL BLACK lOUT) PRECEDING BELL BLACK IN) CAUTION WHEN ELECTRICAL SUPERVISION IS REQUIRED USE IN AND OUT LEADS AS SHOWN. NOTES, I. WHEN USING AC BELLS. TERMINATE EACH EXTRA WIRE SEPARATELY AFTER LATE BELL- 2. END-OF-LINE RESISTOR IS NOT REQUIRED ON AC BELLS. DWO# no.3 Installation The bell shall be installed in accordance with NFPA 13, 72, or local AHJ. The top of the device shall be no less than 90" AFF and not less than 6" below the ceiling. Remove the gong. 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). A WARNING Failure to install striker down will prevent bell from operating. PRINTED IN USA MFG. #5400776 - REV Y PAGE 2 OF 2 5/08 I [I LI I I I H v .vcI WFDN Series Waterfiow Detector The new WFDN Series waterf low detectors from System Sensor consists of a rugged, NEMA 4-rated enclosure that is more damage resistant than previous metal designs. The watert low detector is designed for both indoor and outdoor use, with the widest available temperature range, from 32°F to 150°F. They are also approved for installation on the widest range of pipe schedules, sizes 2 in. through 4 in. are approved for installation on pipe schedules 7 through 40. UL-listed models are equipped with tamper-resistant cover screws to prevent unauthorized entry. Inside, two sets of SPOT (Form C) synchronized switches are enclosed in a durable terminal block with new layout designed to make wiring easy with wire ready terminals, COM terminals are on a different elevation, large barrier between switches and easy to read raised textured lettering all make wiring easy. An optional cover tamper switch is available, securely snaps into place, no tools required. I The WFDN series incorporates a mechanical time delay feature, which minimizes the risk of false alarm due to pressure surges or air trapped in the fire sprinkler system. The larger and easy to turn timer dial makes setting the waterf low detector easy with high contrast pad printed markings. The dial offers three tabs to help with turning, with one larger tab located on the dial position for approximately 60 seconds, a notch is also indicated on the dial to locate approximately 30 seconds making setting the detector in dimmly lit locations easy. The WFDN series is designed for accuracy and repeatability. The detector also offers improved performance during vibration in riser applications where detectors are exposed to a large in rush of water. 1 The System Sensor WFDN series is compatible with schedule 7 through 40 steel pipe, for sizes 2/n. through 4 in. and compatible with schedule 10 through 40 steel pipe, sizes 5 in. -through 8 in.,- and öäñ be mounted in a vertical or horizontal position. Features New directional cover allows installers and inspectors to easily see the direction of flow UL-listed models are NEMA 4 rated New cover provides a better seal, is lighter weight, not painted and corrosion resistant Sealed retard mechanism immune to dust and other contaminants Less exposed metal reduces shock hazard, plastic cover acts as insulator and is resistant to arcing Visual switch activation Audible switch activation (73 dBA) Field-replaceable timer/switch assembly Accommodates up to 12 AWG wire Switch Synchronization activates both alarm panel and local bell or horn strobe Tamper-resistant cover screws Improved water sealing Reduced product weight Wire-ready terminals Improved wiring with new terminal block layout Snap-in optional cover tamper switch Improved timer repeatability and accuracy Agency Listings AfIll C®us oT';,.:::: LISTED APPROVED "111111" S739 3051266 Waterfiow Detector Specifications I Vane-type waterfiow detectors shall be installed on system piping as designated on the drawing and/or as specified herein. Detectors shall mount on any clear pipe span of the appropriate nominal size, either a vertical upflow or horizontal run, at least 6 in. from any fittings that may change water direction, flow rate, or pipe diameter or no closer than 24 in. from a valve or drain. Detectors shall have a sensitivity in the range of 4 to 10 gallons per minute and a static pressure rating of 450 psi for 2 in. —8 in. pipes. The detector shall respond to waterf low in the specified I direction after a preset time delay that is field adjustable. The delay mechanism shall be a sealed mechanical pneumatic unit with visual and audible indication of actuation. The actuation mechanism shall include a ethylene vinyl acetate vane inserted through a hole in the pipe and connected by a mechanical linkage to the delay mechanism. Outputs shall consist of dual SPDT switches (Form C contacts). Two conduit entrances for standard fittings of commonly used electrical conduit shall be provided on the detectors. A grounding provision is provided. Unless I noted, enclosures shall be NEMA 4 listed by Underwriters Laboratories Inc. All detectors shall be listed by Underwriters Laboratories Inc. for indoor or outdoor use. Static Pressure Rating 450 PSI Operating Temperature Range 32°F to 150°F (0°C to 66°C) Maximum Surge I 18 Feet Per Second (FPS) Enclosure Rating* NEMA 4—suitable for indoor/outdoor use Triggering Threshold 4-10 GPM Cover Tamper Switch Standard with ULC models, optional for Bandwidth (Flow Rate) UL models, part no. CTS I Conduit Entrances Two openings for 1/2 in. conduit. Service Use Automatic Sprinkler: NFPA-13 One open, one knock-out type One or Two Family Dwelling: NFPA 13D Residential Occupancies up to 4 Stories: NFPA 13R National Fire Alarm Code: NFPA-72 I - Contact Ratings Two sets of SPDT (Form C) Warranty 3 Years 10.0 A, ½HP@ 125/250 VAC 2.5 A @ 6/12/24 VDC Compatible Pipe I 7 Steel water pipe, schedule through 40* WFDN Field Wiring Diagram I UL-LISTED SSM24-X p COMPATIBLE SSV120-X NOTE: COMMON AND B-NO CONTROL PANEL I CONNECTIONS WILL CLOSE WHEN VANE IS DEFLECTED, I.E., WHEN WATER IS FLOWING. DUAL + POWER SWITCHES PERMIT APPLICATIONS 24VDC OR TO BE COMBINED ON A SINGLE DETECTOR. I 120VAC - I CONTACT RATINGS SUGGESTED EOL 125/250 VAC I 10 AMPS INITIATING RESISTOR LOOP I 24VDC 2.5 AMPS IV V SCHEMATIC OF A-NC INDIVIDUAL - SWITCH IN COM I 'NO WATERFLOW I I CONDITION A B-NO CON BREAKWIREAS I SHOWN FOR SUPERVISION OF CONNECTION. DO NOT ALLOW c58023 9A? STRIPPEDWIRE LEADS TO EXTEND BEYOND SWITCH 3'©' HOUSING. DO NOT LOOP WIRES. I I RA "GW OQ E U-BC U-BOLT NU PIPE SADDLE Delay Adjustment Dial ADJUSTMENT DIAL NOTE: RETARD TIME MAY EXCEED 90 SECONDS. ADJUST AND VERIFY THAT TIME DOES NOT EXCEED 90 SECONDS. NUMBER ON DIAL IS APPROXIMATE TIME DELAY IN SECONDS Overall Dimensions. Installed 8.9 CM (3.5") OVERALL WIDTH = PIPE DIAMETER + 6.4 CM (2.5) I I I I I I I I I I I I I UL Model ULC Model Pipe Size Hole Size Shipping Weights WFD20N WFD20NA 2 in. 11/4 in. 2.6 lbs. I WFD25N WFD25NA 21/2 in. 11/4 in. 2.6 lbs. WFD30N WFD30NA 3 in. 2 in. 3.1 lbs. WFD40N WFD40NA 4 in. 2 in. 4.0 lbs. ' WFD50N WFD50NA 5 in. 2 in. 4.9 lbs. WFD60N WFD60NA 6 in. 2 in. 5.6 lbs. WFD80N WFD80NA 8 in. 2 in. 7.3 lbs. I Accessories FS-RT Delay mechanism and switch assembly CTS Tamper-proof switch kit WFDW Tamper-proof wrench for cover * 2 in. -4 in. rated for use with Schedule 7 through 40 pipe, 6 in. -8 in. rated for use with Schedule 10 through 40 pipe. IOf 15'Xf'577i/j 3825 Ohio Avenue • St. Charles, IL 60174 02014 System Sensor. Phone: 800-SENSOR2 • Fax: 630-377-6495 SEAISOR~for Product specifications subject to change without notice. Visit SyStenlsenSOrCsrr1 current inforrrratioo, including the latest this data product version at sheet. www.systemsensor.com WF0S36702 • 7/14 I 0 SG *•4U , 4u The AGF Manufacturing Inc. Model 3011 INSPECTOR'STEST® family of valves are designed to perform the remote inspector's test function on single story and other applications with the benefit of locating the orifice indoors. The Model 3011 INSPECTOR'STEST® is available in four different models: - Model 3011 BV ball valve only - Model 3011 SG ball valve with sight glass - Model 301 1A ball valve with Model 7000 Pressure Relief Valve and drainage piping - Model 3011ASG ball valve with sight glass, Model 7000 Pressure Relief Valve, and drainage piping Available with test orifice sizes of 3/8" (2.8K), /16" (4.2K), ½" (5.6K), 17/32" (8.0K), and /8" (11 .2K, ELO). The Models 3011A and 3011ASG have the added feature of a Model 7000 Pressure Relief Valve with drainage piping designed to relieve excess system pressure caused by surges or temperature changes as well as solve the difficult problem of providing the relief valve with a drainage piping outlet. The Models 3011A and 3011ASG comply with the requirements of NFPA-13 for the installation of a pressure relief valve on all gridded systems and downstream of all pressure reducing valves. The included UL/FM Model 7000 Pressure Relief Valve features a flushing handle and is rated at 175 PSI. Other pressure settings are also available. (see note below) To expedite system testing, the unit is shipped semi-assembled with relief valve and bypass drain ports plugged. 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 main- tenance. 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. 'X @J1Th11y INsPEcToRsTEsT is a registered trademark of AGF Manufacturing Inc. CS3011 3/08 MATERIALS APPROVALS I I [1 Job Name: Architect: Engineer: Contractor: j AGF Manufacturing Inc. 100 Quaker Lane, Malvern, PA 19355 Phone: 610-240-4900 Fax: 610-240-4906 www.testandrain.com Orifice Size Available: W, 7A6', 1/7", 17/32", ELO (/8") Model A B C D 3011A 31A6 411A6 7 /8" 4 /8" (75 mm) (118 mm) (200 mm) (124 mm) 3011ASG 31A6" 411A6" 95/16" 61/4" (75 mm) (118 mm) (237 mm) (159 mm) 3011 BV 31A6" 411A6" - - (75 mm) (118 mm) 3011 SG 31/16" 411A6" 63/1&31/8" (75 mm) (118 mm) (157 mm) (79 mm) Handle: Steel Stem: Rod Brass Ball: C.P. Bronze Body: Bronze Valve Seat: Virgin Teflon® Relief Valve: Bronze Bypass Fittings: Brass Bypass Tubing: Nylobraid Sight Glass: Bronze & Glass FROM THE NFPA 13 2007 EDITION Models 3011 By, 3011 SG, 3011A, & 301 1ASG, depending on the variant chosen, provide some or all of the requirements listed below: 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)— shall be provided with a drain connection & 8.16.2.4.3 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 8.16.2.4.6 The test connection shall be permitted to be used as main drain connection. 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... (M301 1 S and M301 1ASG only) Chapter 8.17.4.2.2 The test connection valve shall be readily accessible Chapter 8.17.4.2.4 shall be permitted to be installed in any location . . .downstream of the waterilow alarm. Chapter 7.1.2 - a gridded wet pipe system shall be provided with a 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 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 175 psi. Chapter A8.16.1.2.3 - consideration should be given to piping the discharge from the (pressure relief) valve 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. 11 I i-I 4111 "p MODEL 3011 BV INLET Jl 1111 MODEL 3011 SG 1111141 —UI L I I I I 11, I I I I I I MODEL 3011 A MODEL 3011 ASG DIMENSIONS UL and ULC Listed: [EX4019(N) & EX4533(N)] FM Approved NYC-BSA No. 720-87-SM ARGCO Fire Sprinkler Pressure Gauge Kits i25'°I75 200 too 75 J'225 1 50 250 275 25 A'. 300 Kits come boxes with gauge, valve, nipple, plug and bushing. nYL 0-300 psi water 0-300 psi air 0-300 Psi air/water Application: Fluid medium which does not clog connection port or corrode copper alloy. Specifically designed for the fire sprinkler industry. Size: 4" (100 mm) Approvals Accuracy ± 3/2/3% of span - 11/2' (ASME B40.1 Grade B) UL listed (UL-393) Working Range FM approved Steady: 3/4 of full scale value Standard Scale Fluctuating: 2/3 of full scale value .11 ___I_ .._. PSI F1Ufl time: iuii scale viue Operating Temperature Window Ambient: -40°F to 140°F (-40°C to 60°C) Acrylic, ultrasonically welded to case Media: max. 140°F (+60°C) Temperature Error Standard Series • Type 110.1Osp Additional error when temperature changes from reference temperature of 68°F (20°C) +0.4% for every 18° F (10°C) rising or falling. Percentage of span. Standard Features Connection Material: copper alloy Lower mount (LM) - not available for 11/2" size 1/4" NPT limited to wrench flat area Bourdon Tube: Material: copper alloy C-type Movement: Copper alloy, silicone dampened Dia: White plastic with stop pin - black & red lettering Pointer: Black aluminum Case: Black polycarbonate Order Options water air/water air 65-10-160KIT: AIR/WATER GAUGE KIT 65-10-161 KIT: WATER GAUGE KIT 65-10-162KIT: AIR GAUGE WITH RETARD KIT 65-10-163KIT: AIR GAUGE KIT The information contained herein is produced in good faith and is believed to be reliable but is for guidance only. ARGCO and its agents cannot assume liability or responsibility for results obtained in the use of its product by persons whose methods are outside or beyond our control. It is the users responsibility to determine the suitability of any of the products, methods of use, or preparation prior to use, mentioned in our literature. It is the user's responsibility to observe and adapt such precautions as may be advisable for the protection of personnel and property in the handling and use of any of our products. FOR MORE INFORMATION CALL ARGCO AT 1-800-854-1015 OR LOG ONTO WWW.ARGCO.COM I I I I I I I I I I I I I I I I I I I CERTIFICATE OF COMPLIANCE ACCURACY STATEMENT WIKA Instrument Corporation certifies that the productsl specified herein have been manufactured to the ASME 1340.,100 accuracy grade listed. Pressure and Temperature Measurement W1KA Instrument Corporation 1000 Wiegand Boulevard Lawrenceville, Georgia 30043 Tel, 770-513-8200 Fax 770-338-5118 www.wika.com infowika.com CUSTOMER: ALLIED RUBBER & GASKET CO. 5400 SOUTH 66 STREET FORT SMITH, AR 72903 CUSTOMER P.O. NO.: 26482 ORDER NO.; 865505 ORDER DATE: 9/25/08 CUSTOMER P/N: 6510160 WIKAP!N: 4276176 DESCRIPTION: 111.IOSP4 300PSI 1/4 LAIRJWATERARGCO GAUGE RANGE(S): 300PSI QUANTITY: 6000 ACCURACY GRADE: +1- 3/2/3% OF SPAN AUTHORIZED SIGNATURE: DATE: 1/6/2009 Vi -.I of COMPLIANCE ANSWASQ R Registered ANSI1ASQ Q9001-2000 p1.1L.T'I,JI iCertffled I rW'l KK A I CERTIFICATE OF COMPLIANCE ACCURACY STATEMENT IWiKA Instrument Corporation certifies that the products Ispecified herein have been manufactured to the ASME [B40.100 accuracy grade listed. Pressure and Temperature Measurement WIKA Instrument Corporation 1000 Wiegand Boulevard Lawrenceville, Georgia 30043 Tel. 770-513-8200 Fax 770.338.5118 wwwwlka.com infowika.com CUSTOMER: ALLIED RUBBER & GASKET CO. 5400 SOUTH 66 STREET - FORT SMITH, AR 72903 CUSTOMER P.O. NO.: 26482 ORDER NO.: 865505 ORDER DATE: 9/25108 CUSTOMER PIN: 6510161 WIKA PIN: 4276192 DESCRIPTION: 111. 1 OSP 4 300PS1 1/4 L WATER ARGCO GAUGE RANGE(S): 300PSI QUANTITY: 3000 ACCURACY GRADE: +1- 3/2/3% OF SPAN AUTHORIZED SIGNATURE: DATE: 1/6/2009 LSTI Of COMPUANCE. ANSUASQ Registered ANSIIASQ Q9001-2000 1r..1,I,J1 I Certffledl — — — — — — — — — — — — — — — — — — — FireLock® Butterfly Valve 4tauiicr Style 705 with Weatherproof Actuator 10.81 1.0 PRODUCT DESCRIPTION Available Sizes: 2 - 12/50 - 300 mm cULus Listed, LPCB Listed, FM and VdS Approved for service up to 300 psi/2068 kPa /20 bar. Designed for fire protection services only. Features a weatherproof actuator housing Approved for indoor and outdoor use. Actuation options: Hand wheel (2 - 12"/50 - 300 mm) Exclusively for use with pipe and Victaulic products which feature ends formed with the Victaulic Original Groove System (OGS) groove profile (see section 7.0 for Reference Materials). 2.0 CERTIFICATION/LISTINGS ILPCBJ USTED G410001 104j/04 NOTES Refer to Victaulic submittal Dublication 10.01 for details - - - - - - - - - - - - - - - - - - - victaulic.com 2.1 CERTIFICATION/LISTINGS Approval/Listing Service Pressures Series 705 Butterfly Valve Size cULus FM Vds LPCB so up to 300psi/2068kPa n/a up to 300psi/2068kPa up to 300psi/2068kPa 21/2 65 up to 300ps1/2068kPa up to 300psi/2068kPa n/a up to 300psi/2068kPa 76.1 mm up to 300psi/2068kPa up to 300psi/2068kPa up to 300psi/2068kPa up to 300psi/2068kPa 80 up to 300psi/2068kPa up to 300psi/2068kPa up to 300psi/2068kPa up to 300psi/2068kPa 1 up to 300psi/2068kPa up to 300psi/2068kPa up to 300psi/2068kPa up to 300psi/2068kPa 125 up to 300psi/2068kPa up to 300psi/2068kPa n/a up to 300psi/2068kPa 139.7mm up to 300psi/2068kPa up to 300psi/2068kPa up to 300psi/2068kPa up to 300psi/2068kPa 150 up to 300psi/2068kPa up to 300psi/2068kPa up to 300psi/2068kPa up to 300psi/2068kPa 165.1 mm up to 300psi/2068kPa up to 300psi/2068kPa n/a up to 300psi/2068kPa 200 up to 300psi/2068kPa up to 300psi/2068kPa up to 300psi/2068kPa up to 300psi/2068kPa 10 250 up to 300psi/2068kPa up to 300psi/2068kPa n/a up to 300psi/2068kPa 12 up to 300psi/2068kPa up to 300psi/2068kPa n/a up to 300psi/2068kPa 3.0 SPECIFICATIONS - MATERIAL Body: Ductile Iron conforming to ASTM A-536, Grade 65-45-12 End Face, 2 - 6"I50 - 150 mm: Ductile Iron conforming to ASTM A-536, Grade 65-45-12 Seal Retainer, 8 - 12"I200 - 300 mm: Ductile lrpn conforming to ASTM A-536, Grade 65-45-12 Body Coating: Black alkyd enamel Disc: Ductile Iron conforming to ASTM A-536, Grade 65-45-12, with electroless nickel coating conforming to ASTM B-733 Seat: Grade "E" EPDM Stems: 416 stainless steel conforming to ASTM A-582 Stem Seal Cartridge: C36000 brass Bearings: Stainless steel with TEE lining Stem Seals: EPDM Stem Retaining Ring: Carbon steel Actuator: - - - - - - - - - - - - - - - - - - - 4.0 DIMENSIONS Style 705 I Size Dimensions Actual Outside E to E DIA Nominal Diameter A B C D E F G H J inches inches inches inches inches inches inches inches inches inches inches mm mm mm mm mm mm mm mm mm mm mm 2 2.375 4.25 2.28 6.41 - - 4.00 4.22 4.50 2.12 60.3 60.3 108.0 57.9 162.8 101.6 107.2 114.3 53.8 21/2 2.875 3.77 2.28 7.54 - - 4.00 4.22 4.50 1.77 73 73.0 95.8 57.9 191.5 101.6 107.2 114.3 45.0 76.1 mm 3.000 3.77 2.28 7.54 - - 4.00 4.22 4.50 1.77 76.1 95.8 57.9 191.5 101.6 107.2 114.3 45.0 3 3.500 3.77 2.53 7.79 - - 4.50 4.22 4.50 1.77 88.9 88.9 95.8 64.3 197.9 114.3 107.2 114.3 45.0 108 mm 4.250 4.63 2.88 8.81 - - 5.50 4.22 4.50 2.20 108.0 117.6 73.2 223.8 139.7 107.2 114.3 55.9 4 4.500 4.63 2.88 8.81 - - 5.50 4.22 4.50 2.20 114.3 114.3 117.6 73.2 223.8 139.7 107.2 114.3 55.9 133 mm 5.250 5.88 3.35 10.88 - - 6.56 6.19 6.30 2.58 133.0 149.4 85.1 276.4 166.6 157.2 160.0 65.5 139.7 mm 5.500 5.88 3.35 10.88 - - 6.56 6.19 6.30 2.58 139.7 149.4 85.1 276.4 166.6 157.2 160.0 65.6 5 5.563 5.88 3.35 10.88 - - 6.56 6.19 6.30 2.58 141.3 141.3 149.4 85.1 276.4 166.6 157.2 160.0 65.5 159 mm 6.250 5.88 3.84 11.38 - 0.41 7.52 6.19 6.30 2.58 159.0 149.4 97.5 289.1 10.4 191.0 157.2 160.0 65.5 165.1 mm 6.500 5.88 3.84 11.38 - 0.41 7.52 6.19 6.30 2.58 165.1 149.4 97.5 289.1 10.4 191.0 157.2 160.0 65.5 6 6.625 5.88 3.84 11.38 - 0.41 7.52 6.19 6.30 1.90 168.3 168.3 149.4 97.5 289.1 10.4 191.0 157.2 160.0 48.3 8 8.625 5.33 5.07 13.53 0.80 1.47 10.00 6.19 8.10 2.33 219.1 1 219.1 135.4 128.8 343.6 20.3 1 37.3 254.0 157.2 205.7 59.2 - - - victaulic.com 5.0 PERFORMANCE Style 705 The chart expresses the frictional resistance of Victaulic Series 705 Butterfly Valve in equivalent feet/meters of straight pipe. Nominal Outside Equivalent Size Diameter mm mm Feet/rn inches inches of pipe 2 2.375 6 50 60.3 1.8 21/2 2.875 6 65 73.0 1.8 76.1 mm 3.000 6 76.1 1.8 3 3.500 7 80 88.9 2.1 4 4.500 8 100 114.3 2.4 108 mm 108 mm 8 2.4 5 5.563 12 125 141.3 3.7 133 mm 133 mm 12 3.7 139.7 mm 5 .500 12 139.7 3.7 6 6.625 14 150 168.3 4.2 159 mm 159 mm 14 4.3 165.1 mm 6 .500 14 165.1 4.2 8 8.625 16 200 219.1 4.9 10 10.750 18 250 273.0 5.5 12 12.750 19 300 323.9 5.8 - - - - - - - - - - - - - - - - - - - victaulic.com 5.1 PERFORMANCE Style 705 Cv values for flow of water at +60°F/+160C through a fully open valve are shown in the table below. For additional details, contact Victaulic. Formulas for C, values Formulas for K values AP = Q2 Where: AP = Q2 0 = Flow (GPM) = Pressure Drop (psi) Q = C x I2 C= Flow Coefficient Q = K. Valve Size Full Open Actual Nominal Outside Size Diameter Flow Coefficient inches inches ç mm mm 2 2.375 50 60.3 170 21/2 2.875 65 73.0 260 76.1 mm 3;10 260 3 3.500 80 88.9 440 4 4.500 100 114.3 820 108mm 108mm 820 5 5.563 125 141.3 1200 133 mm 133mm 1200 139.7 mm 35 1200 6 6.625 150 168.3 1800 159 mm 159 mm 1800 165.1 mm 6.500 1800 165.1 8 8.625 200 219.1 3400 10 10.750 250 273.0 5800 12 12.750 300 323.9 9000 Where: 0 = Flow (M3 /hr) AP = Pressure Drop (Bar) K, = Flow Coefficient Valve Size Full Open Actual Nominal Outside Size Diameter Flow Coefficient inches inches Kv mm mm 2 2.375 50 60.3 147 2½ 2.875 225 65 73.0 76.1 mm 3. 000 225 76.1 3 3.500 380 80 88.9 4 4.500 710 100 114.3 108mm 108mm 710 5 5.563 125 141.3 1040 133 mm 133 mm 1040 139.7 mm 5.500 1040 139.7 6 6.625 150 168.3 1560 159 mm 159 mm 1560 165.1 mm 6.500 165.1 1560 8 8.625 200 219.1 2940 10 10.750 5020 250 273.0 12 12.750 7790 300 323.9 - - - - - - - - - - - - - - - - - - - 6.0 NOTIFICATIONS WARNING Read and understand all instructions before attempting to install, remove, adjust, or maintain any Victaulic piping products. Depressurize and drain the piping system before attempting to install, remove, adjust, or maintain any Victaulic piping products. Wear safety glasses, hardhat, and foot protection. Failure to follow these instructions could result in death or serious personal injury and property damage. 7.0 REFERENCE MATERIALS Switch and Wiring The supervisory switch contains two single pole, double throw, pre-wired switches. Switches are rated: 10 amps @ 125 or 250 VAC/60 Hz 0.50 amps @ 125 VDC 0.25 amps @ 250 VDC Switches supervise the valve in the "OPEN" position. One switch has two #18 insulated wires per terminal, which permit complete supervision of leads (refer to diagrams and notes below). The second switch has one #18 insulated wire per terminal. This double circuit provides flexibility to operate two electrical devices at separate locations, such as an indióating light and an audible alarm, in the area that the valve is installed. A #14 insulated ground lead (green) is provided. Switch #1 = 51 For connection to the supervisory circuit of a UL Listed alarm control panel Switch #2 = S2 Auxiliary switch that may be connected to auxiliary devices, per the authority having jurisdiction 0. UL LISTED JUNCTION BOX CONDUIT CONDUIT CONNECTORS WIRE NUTS FIRE ALARM TO END-OF-LINE RESISTOR. CONTROL PANEL OR NEXT INDICATOR SUPERVISORY CIRCUIT J NO. COM. SWITCH CONTACT RATING L___J 1....... TOAAT125AND • 51 I 2SOVAC, 0.5A AT 125 VDC, 0.25 AT 250 VDC LIII LI S2 I VOLTAGE SOURCE Switch 1:2 leads per terminal Switch 2:1 lead per terminal NOTES The above diagram shows a connection between the common terminal (yellow - 51 and yellow-with-orange stripe - S2) and the normally closed terminal (blue - Si and blue-with-orange stripe —S2). In this example, the indicator light and alarm will stay on until the valve is fully open. When the valve is fully open, the indicator light and alarm will go out. Cap off any unused wires (e.g. brown with orange stripe). BELL OR HORN - - - - - - - - - - - - - - - - - - - victaulic.com 7.1 REFERENCE MATERIALS 10.01: Regulatory Approval Reference Guide 29.01: Terms and Conditions/Warranty 1-100: Field Installation Handbook Series 717 (21/2 - 3/65 -80 mm) Series 717 (4- 121100- 300mm) Series 717H High Pressure Check Valve (2- 3950 -80 mm) FireLock® c()US <f M > 1J ILPCBI SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS SERIES 717 - cULus, FM, VdS, LPCB SERIES 717H HIGH PRESSURE - cULus, FM, VdS, LPCB The FireLock Series 717 Check Valve and Series 717H High Pressure Check Valves are CAD- designed for hydrodynamic efficiency and available in 2/50mm - 3780mm (Series 717H) and 21/2"/65mm - 12"/300 mm (Series 717) sizes. Series 717H valves are cULus Listed and FM Approved for service up to 365 psi/2517kPa. See chart below for approved services for the Series 717 valves. In both valve designs, the single-disc mechanism incorporates a spring-assisted feature for non- slamming operation. This spring-assisted, single-disc design achieves a leak-free seal with as little as 5ft /1.5m of head. Series 717 and 717H FireLock Check Valves can be installed either vertically (flow upwards only) or horizontally. A cast flow arrow indicator is provided to assist with proper valve orientation. Both valves include upstream and downstream pressure taps. Each valve is factory-tested to the rated working pressure. For systems requiring a Riser Check option, refer to publication 10.09. Grooved ends allow fast, easy installation with just two Victaulic couplings or the valve may be mounted to flanged (ANSI CL.150) equipment using either to Victaulic Style 741 Vic-Flange® or Style 744 FireLock flange adapters on either end. Series 6- r - cULus - - FM -- - m up to 365psi/2517kPa _upto 365psi/2517kPa F22mm up to 365ps1/2517 kPa - upto 365 psV25L7kPa 717H - LPCB - - Yds - upto365psi/2517kPa up to 6ppj/251kPa_ up to 365 p51/2517 kPa 76.1mm 4 yptp36psI/jka_ upto365psV2517 a_ up to 365ps1/2517kPa up to 365p51/2517kPa - 3780mm upto365ps1/2517kPa up to 365psV2517kPa- up to 365 i/2517 to 365p5i/2517kPa 41100mm n/a n/a n/a n/a i2 rn 139.7mm .J n/a _n/a n/a n/a _up n/a - - n/a n/a n/a n/a 6'/150mm n/a n/a n/a n/a n/a - 1651 mm n/a - _____ n/a n/a n/a n/a n/a 87200mm 107250mm ri/a n/a n/a ri/a - - 127300mm . n/a n/a n/a n/a 2750mm n/a n/a I n/a 2½'/65 mm I u to 250 psi/1725 kPa n/a up to 365 psi/2517 kPa 76.1 mm to 250 psV1725 kPa _ n/a ( up to 365 psi/2517kPa 3780mm upto250psV1725kPaJ - n/a j_pto365psi/2517kPa 47100mm up to 365 psV2517kPa I up to 365 psi/2517kPa I up to 365 psi/2517kPa n/a n/a up to 16bar/232 psi up to 16bar/232 psi - - - - - - - - - - - - - - - - - - - IPS CARBON STEEL PIPE - FIRE PROTECTION VALVES 10.08 FireLock® Check Valves SERIES 717 - cULus, FM, VdS, LPCB SERIES 717H HIGH PRESSURE - WILLIS, FM, VdS, LPCB DIMENSIONS - Series 717 A B t; Size Dimensions- __ T I II _r LJLJ TYPICAL 2½-3I65-8OMM 21/2 __ - 2.875 3.88 46 3.57 3.6 -i - _t .4 .4 761 mm 3.0003.88 4.26 3.57 - - - - - - 3.6 A 76.1 99 1.6 - + 108 91 [~ R ~"D 3 I 80 88.9 108 129 ' 106 -- - - - - 2.0 o - - _____ :1 100 114.3 245 99 70 275+3.50 89 9 85 2 9.1 00 II - E 5 5.563 10.50 6.80 4.50 4.17 2.15 5.88 4.08 3.98 27.0 125 141.3 267 173 114 - 106 55 149 104 101 12.3 K- • -+ - +-• .+ + + + B j k- 1 1397mm 5.500 10.50 6.80 4.50 4.17 2.15 5.88 4.08 3.98 27.0 O . 139.7 267 173 114 106 55 149 104 101 12.3 /2 NPT Upstream Drain - - -.-- . 4 - + - -+--• + . . * - . -+. - -4- -- + -. 0 ½ NPT Downstream Drain 6 6.625 11.50 8.00 5.00 - 4.50 2.38 6.67 4.73 3.89 38.0 0 2 NPT (Drain Optional) 150 - 168.3 292 203 + 127 114 61 • 169 120 99 17.2 - 6.500 11.50 8.00 5.00 4.50 2.38 6.67 4.73 . 3.89 . 38.0 TYPICAL 4-8/100 - 200 MM 165.1 mm 165.1 292 203 127 114 61 169 120 99 . 17.2 - - . + .. 4 . - -1 - +- -- .+-. -, + + 8 8.625 14.00 9.88 6.06 5.05 . 5.65 2.15 8.85 5.65 5.75 64.0 - A 200 219.1 356 251 154 . 128 144 55 225 144 146 29.0 + - 4 + 4 10 10.750 17.00 12.00 7.09 I 5.96 6.69 2.15 10.92 6.73 100.0 0 P Q 250 12259+ 19.50 14.00 8.06 6 1 7.64. 2.51 12.81 7.73 140.0 T E 300 323.9 I 495 . 356 205 I 176 194 64 925 196 63.5 0½ NPT Upstream Drain 01/2 NPT Downstream Drain TYPICAL 10- 12/250 -300 MM DIMENSIONS - Series 717H Dimensions-!tllITT irn(.1. ILIHL L L IIL[1 2 8.66 6.46 3.23 1.48 3.02 . 2.80 I 4.25 10.7 21 W 60.3 9.8 -F 164.1 I 82.1 37.5 76.7 71.0 - I - 108.0 4.9 ______ - - - -. +-- - - ---. - - -- 2½ 9.37 6.94 3.31 1.66 3.40 3.38 . 4.38-t 13.8 I 73 238.0 176.3 84.1 42.2 86.4 85.9 - - 111.3 6.3 1,R_j_+J + . + -- -.4 --- --4- + -4- 76.1 -+ - - 9.37 6.94 3.31 1.66 3.40 3.38 • 4.38 13.8 mm 238.0 176.3 84.1 42.2 86.4 85.9 - - 111.3 6.3 TYPICAL 2"160.3 mm - 3788.9 mm 3 9.62 7.44 3.53 1.91 3.65 + 3.38 + - - 4.63 20.0 88.9 244.3 189.0 89.7 48.5 92.7 85.9 - . - 1176 9.1 — — — — — — — — — — — — — — IPS CARBON STEEL PIPE - FIRE PROTECTION VALVES 10.08 FireLock® Check Valves SERIES 717 - cULus, FM, VdS, LPCB SERIES 717H HIGH PRESSURE - cULus, FM, VdS, LPCB MATERIAL SPECIFICATIONS Body: 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. Body Coating: Series 717H Body: Black Paint Series 717H Endface: Electroless Nickel Series 717 (21/2 - 3'): PPS Coating Series 717 (4— 12): Black Paint Body Seat: Series 717H - Nitrile 0-ring installed into an electroless nickel plated endface Series 717 (21/2 - 3"): PPS Coated ductile iron Series 717 (4— 12): Welded Nickel Disc Seal or Coating: Grade "1" Nitrile (Series 717H ONLY) 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; except hot, dry air over +140°F/+60°C and water over +150°F/+66°C. NOT RECOMMENDED FOR HOT WATER SERVICES. Grade "E" EPDM (Series 717 ONLY) EPDM (green color code). Temperature range -30°F to +230°F/-34°C to +110°C. Recommended for cold and hot water service within the specified temperature range plus a variety of dilute acids, oil-free air and many chemical services. NOT RECOMMENDED FOR PETROLUEM SERVICES. * 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. Discs: Series 717H (2 - 3/50-80 mm): CF8M Cast Stainless Steel Series 717 (2112 - 3"): Aluminum bronze with elastomer seal Series 717 (4— 12/100-300 mm) Elastomer-coated ductile iron Shaft: Series 717H (2— 3/50 -80 mm): Brass Series 717 (2112 —3): Type 416 Stainless Steel Series 717 (4— 12'/100 —300 mm) Type 316 Stainless Steel Spring: All sizes Type 302/403 Stainless Steel — — — — — — — — — — — — — — — — — — — IPS CARBON STEEL PIPE - FIRE PROTECTION VALVES 10.08 FireLock® Check Valves SERIES 717 - cULus, FM, VdS, LPCB SERIES 717H HIGH PRESSURE - cULus, FM, VdS, LPCB FLOW CHARACTERISTICS The charts below express the flow of water at 60°F/16°C through valve. 5717H/717HR 10 0 LU LA tA LU 100 FLOW RATE - G.P.M. 5717H I 717HR 100.00 0 _i 10.00 LU U, U, LU CC 1.004-- 100 1000 10000 FLOW RATE (Litres/Mm) 5717 I 717R ii — — — — — — — — — — — — — — — — — — — IPS CARBON STEEL PIPE - FIRE PROTECTION VALVES 10.08 FireLock® Check Valves SERIES 717 - cULus, FM, VdS, LPCB SERIES 717H HIGH PRESSURE - cULus, FM, VdS, LPCB FLOW CHARACTERISTICS The charts below express the flow of water at 60°F/160C through valve. 5717 I 717R 10 100 1000 10000 100000 FLOW RATE - G.P.M. 10.00 100 1000 10000 100000 FLOW RATE (Litres/Mm) FireLockO Check Valves SERIES 717 - cULus, FM, VdS, LPCB SERIES 717H HIGH PRESSURE - cULus, FM, VdS, LPCB INSTALLATION Series 717 and Series 717H Check Valves can be installed either vertically (flow up only) or horizontally (with hinge on top) - making sure the flow arrow matches the flow direction through the pipeline. Reference should always be made to the 1-100 Victaulic Field Installation Handbook for the product you are installing. Handbooks are included with each shipment of Victaulic products for complete installation and assembly data, and are available in PDF format on our website at www.victaulic.com. WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. NOTE This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. No. 147 (9 CARLSBAD FIRE DEPARTMENT Fire Prevention Division 1635 Faraday Avenue - Carlsbad, CA 92008 760.602.4665 WATER AVAILABILITY FORM SECTION A: TO BE COMPLETED BY CUSTOMER PROJECT NAME: VIASAT Building 14 SR#: (Assigned upon plan submittal) PROJECT ADDRESS: 2626 Town Garden Road CITY: Carlsbad SECTION B: TO BE COMPLETED BY LOCAL WATER COMPANY. CUSTOMER TO PROVIDE RESULTS TO CFD. Water Purveyor: City of Carlsbad Location of test (reference map required): Town Garden Road at El Camino Real TEST INFORMATION IS VALID FOR 6 MONTHS FROM DATE PERFORMED Flow Test Results Static pressure: 109 PSI Hydrant Number (if applicable):H20154 Elevation of test: 299 Feet Main Size: 12 INCH Pressure Zone 550 Feet Date/Time of Teat Pitot Tube Readin PSI 'Corresponding Flow: GPM Total Flow: 4,635 GPM Residual Pressure 101 PSI At peak demand , this water system is capable of providing a fire flow discharge at 20 psi in excess of 8,000 gpm. However, this flow exceeds the District's maximum pipeline velocity of 10 fps. The maximum fire flow that meets both the velocity and pressure criteria is 4,635 gpm. There was no specific requestforfire flow from the Client or Fire Department. Note: If the water availability information was obtained in a manner other than a flow test (i.e. computer modeling), fill out the information above as applicable and check here: x Name: Jennifer_R.__Mael,P.E. Eng. Lic. No. (if applicable): C69606 Signature:- Title/Or g(fj6'iectManager Date: 04/02/2018 I I uu'IuIJI-u (Colt 30013F) I I I I ES-A-C300/C300N I I Job Name Contractor Job Location Approval I Engineer Contractor's P.O. No Approval Representative - I Colt TMSeries C300 (Colt 300), C300N (Colt 300N) Double Check Detector Assemblies Sizes: 2½" -10" The Colt C300, CSOON Double Check Detector Assemblies are designed to protect drinking water supplies from dangerous cross- connections in accordance with national plumbing codes and water authority requirements for non-potable service applications such as irrigation, fire line, or industrial processing. The Colt C300, C300N may be installed under continuous pressure service and may be subjected to backpressure for non-toxic applications. The Colt C300, C300N is used primarily on fire line sprinkler systems when it is necessary to monitor unauthorized use of water. For use in non-health hazard applications. Features Extremely Compact Design 70% Lighter than Traditional Designs 304 (Schedule 40) Stainless Steel Housing & Sleeve Groove Fittings Allow Integral Pipeline Adjustment Patented Tri-Link Check Provides Lowest Pressure Loss Unmatched Ease of Serviceability Available with Grooved Butterfly Valve Shutoffs May be Used for Horizontal, Vertical or N Pattern Installations Replaceable Check Disc Rubber Specifications The Colt C300, C300N Double Check Detector Assemblies shall consist of two independent Tn- Link Check modules within a single housing, sleeve access port, four test cocks and two drip tight shutoff valves. 111-Link Check shall be removable and serviceable, without the use of special tools. The housing shall be constructed of 304 (Schedule 40) stainless steel pipe with groove end connections. Tri-Link Checks shall have reversible elastomer discs and in operation shall produce drip tight closure against the reverse flow of liquid caused by backpressure or backsiphonage. The bypass assembly shall consist of a meter, which registers in either gallon or cubic measurement, a double check valve assembly and required test cocks. Assembly shall be a Colt C300, C300N as manufactured by the Ames Fire & Waterworks. 'iI1711;1ilIiEl It is illegal to use this product in any plumbing system providing water for human consumption, such as drinking or dishwashing, in the United States. Before installing standard material product, consult your local water authority, building and plumbing codes. NOTICE The information contained herein is not intended to replace the full product installation and safety information available or the experience of a trained product installer. You are required to thoroughly read all installation instructions and product safety information before beginning the installation of this product. I I I Ames Fire & Waterworks product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise measure- ments, please contact Ames Fire &Waterworks Technical Service. Ames Fire &Waterworks reserves the right to change or modify product design, construction, specifications, or materials without poor notice and without Incurring any obligation to make such changes and modifications on Ames Fire & Waterworks products previously or subsequently sold. AMES FIRE & WATER WORKS A WATTS Brand I I Configurations Horizontal Vertical up I . "N" pattern horizontal Materials I . Housing & Sleeve: 304 (Schedule 40) Stainless Steel Elastomers: EPDM, Silicone and Buna 'N' Tn-Link Checks: Noryl®, Stainless Steel Check Discs: Reversible Silicone or EPDM Test Cocks: Bronze Body Nickel Plated Pins & Fasteners: 300 Series Stainless Steel Springs: Stainless Steel I Dimensions - Weights - Available Models Suffix: OSY - ULIFM outside stem and yoke resilient seated gate valves BFG - ULJFM grooved gear operated butterfly valves with tamper switch *Q, FxG - Flanged inlet gate connection and grooved outlet gate connection *05y' GxF - Grooved inlet gate connection and flanged outlet gate connection *Qy (3 - Grooved inlet gate connection and grooved outlet gate connection Available with grooved NRS gate valves - consult factory* Post indicator plate and operating nut available - consult factory" *Consuft factory for dimensions Pressure - Temperature Temperature Range: 33°F - 140°F (0.5°C - 60°C) Maximum Working Pressure: 175ps1 (12.1 bar) open) 110300,10300N SIZE DIMENSIONS WEIGHT in, A in. mm C(OS'O In. mm D in. mm G In. mm H in. mm I in. mm J In. mm P in. mm 3OO lbs, kgs I300N lbs. kgs. 2½ 301/4 781 163/8 416 3½ 89 29'/ie 738 21½ 546 15½ 393 813/is 223 13348 335 139 63 147 67 3 - 3134 806 181/a 479 3Y16 94 301/4 768 326/4 565 17½ 435 93,46 233 14½ 368 159 72 172 78 4 333/4 857 22% 578 4 102 33 838 231h 597 181h 470 9'/t 252 15% 386 175 79 198 90 6 431h 1105 301/, 765 51h 140 44Y, 1137 33¼ 845 23316 589 1334s 332 19 483 309 140 350 159 8 4934 1264 3734 959 1 6'346 170 541/s 1375 401A 1019 27,16 697 1511A6 399 1 213'ts 538 494 224 569 258 10 57Y4 1467 453/4 1162 1 81A6 208 66 1676 491/2 1257 32½ 826 17/ie 440 1 24 610 795 361 965 438 ilk C3008FG, C300NBFG SIZE DIMENSIONS WEIGHT in. A in. mm C In. mm D in. mm 0 in. mm H In. mm I in. mm J in. mm P in. mm C300BFG lbs. Jigs. 3OON8FG lbs. kgs. 21h 273/4 705 8 203 3½ 89 29% 759 211/2 546 141% 379 8Wi 223 13 330 70 32 78 35 3 281/4 718 8346 211 311/e 94 30A6 779 221/4 565 157/16 392 9/ie 233 131h 343 68 31 81 37 4 29 737 81316 227 311/16 94 311346 811 231h 597 161/4 412 9W16 252 14 356 75 34 98 44 6 361h 927 10 254 5 127 43316 1097 33¼ 845 1911/w 500 13'/a 332 141h 368 131 59 171 78 8 1 423/4 1086 1 72-'/4311 1 61h 165 511,46 1297 1 40½ 1019 1 23346 592 151% 399 1 181/is 462 1 275 125 1 351 159 Noryl® is a registered trademark of SABIC Innovative Plastics". Approvals Approved by the Foundation for Cross-Connection Control and Hydraulic Research at The Unversity of Southern California (FCCCHR-USC) AWWAC551-92 For additional approval information please contact the factory or visit our website at www.amesfirewater.com ** ®C CIP us ® JUL' (9 1048 B64.5 (BFG & OSY Only) Capacity UL/FM Certified Flow Characteristics Flow characteristics collected using butterfly shutoff valves. Flow capacity chart identifies valve performance based upon rated water velocity up to 25fps Service Row is typically determined by a rated velocity of 7.5fps based upon schedule 40 pipe. Rated Row identifies maximum continuous duty performance determined by AWWA. UL Row Rate is 150% of Rated Flow and is not recommended for continuous duty. AWWA Manual M22 [Appendix C] recommends that the maximum water velocity in services be not more than 1 0s. I I I I I I _____Horizontal __Vertical -------N - Pattern '1 a — — — - - -____ — — — — — — ____._• ____ WE. P,U — — — 1 ___I----_--. I Iv _I----_-U _I _____ U 1 (III lIII '1.I• t•T• I. 6" - - I 0 300 600 900 1200 1500 gpm 0 1140 2280 3420 4560 5700 1pm 7.5 12 fps 8" Psi Seratce Flow Rated Row IM Rated Row 16 14 12 N 10 Z H 0 500 1000 1500 2000 2500 gpm 0 1900 3800 5700 7600 9500 1pm 7.5 10 fps I I I I I psi 16 14 12 10 4" — - - — - -- —- - — - - -. — - - If psi 16 14 12 H 10 6 4 10" SeMce Flow Rated Flow 0 100 200 300 400 500 600 700 800 gpm 0 500 1000 1500 2000 2500 3000 3500 gpm 0 350 760 1140 1520 1900 2280 2660 3040 1pm 0 1900 3800 5700 7600 9500 11400 13300 1pm 7.5 13 fps 7.5 10 fps ilhItt'i Inquire with governing authorities for local installation requirements I I I I I I I I I I I I I I I I I I I I n I AMES FIRE & WATERWORKS A WATTS Brand ES-A-C300/C300N 1826 USA: Backflow Tel: (978) 689-6066 • Fax: (978) 975-8350 • AmesFireWater.com USA: Control Valves Tel: (713) 943-0688 • Fax: (713) 944-9445 • AmesFireWater.com Canada: Tel: (905) 332-4090 • Fax: (905) 332-7068 • AmesFireWater.ca Latin America: Tel: (52) 81-1001-8600 • AmesFireWatercom © 2018 Ames Fire & Waterworks Hydraulic Calculations for Project Name: \Jiasat Building 15 Build Out Location: 2436 Town Garden Road, Carlsbad, CA 92009, Drawing Name: 1st Floor Piping CALCS Calculation Date: 8130/2018 Design Remote Area Number: Remote Area #1 Remote Area Location: First Floor Overhead Shell Occupancy Classification: Ordinary Group II Commodity Classification: Ordinary Hazard Occupancy II (Unused Attic Area) Density: 0.200gpm/ft2 Area of Application: 1500.00ft2 (Actual 1557.90ft2) Coverage per Sprinkler: 120.00ft2 Type of sprinklers calculated: Upright No. of sprinklers calculated: 20 In-rack Demand: N/A gpm at Node: N/A Hose Streams: - - 0.09pm at Node: 1 -Type-: Allôwähce at SoiJrce 100.00 at Node: 6 Type: Hose Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 608.93 @ 63.706 Type of System: Wet System Volume of Dry or PreAction System: N/A Name of Contractor: Western Fire Protection, Inc. Address: 13630 Danielson Street, Poway, CA 92064 Phone Number: Name of designer: Authority Having Jurisdiction: Notes Automatic peaking results Left: N/A Right: N/A 1&© M.E.P.CAD, Inc. 1AutoSPRINK 2018 04.2.9.0 Remote Area #1 8/30/2018 4:51:39PM 11111 Hydraulic Summary Job Number: 3502 Pwnrrrt ww,'rint)nrn flrdinssr-s, (rprr ins II (Pwn,nsfw Arsere dRl\ Job Job Number 3502 SbuS Description Job Name: Viasat Building 15 Build Out State Cerrdlcallorvucense Number Ad dress 1 2436 Town Garden Road AriA Address 2 Carlsbad, CA 92009 Part DesoripAon Address 3 Drawing Name 1st Floor Piping CALCS System Remote Area(s) Most Demanding Sprinkler Data 5.6 K-Factor 25.49 at 20.721 Occupancy Ordinary Group II Job Suffix Hose Allowance At Source 0.00 Density 0.200gpm/ft2 Area Of Applibeten 1500.00ft2 (Actual 1557.90ft2) Additional Hose Supplies Part Number Hose At Node 6 / Flow(pr)m) 100.00 Number Of Sprinklers Calculated 20 Cooerege Per Sprinkler 120.00ft2 AutoPeak Resrults: Pressure For Remote Area(s) Ad(euerr To Most Rennet. Area Verdi Rose Stearns 100.00 System Flow Demand VerdI Vubter Required (including lose Allowance) 608.93 608.93 Maximum Pressure Unbalance In Loops 0.000 Maximum Valoolty Above Ground 11.28 between nodes 104 and 1117 Maximum Velocity Under Ground 7.19 between nodes 5 and 6 Volume vapacxy of Wet Pipes 3504.77ga1 Volume xdpoo:ty of Dry Pipes Supplies art Numbe Name Hose Flow (gpm) Static (psi) Residual (psi) Flow @ (gpm) Available (psi) @ Total Demand (gpm) Required (psi) Safety Margin (psi) 1 Water Supply 109.000 101.000 4635.00 108.813 608.93 63.706 45.106 Contractor Contractol Number Contact Nome Contacr Idle Name of Contractor: Western Fire Protection, Inc. Phone 1, ",!on Add.. I 13630 Danielson Street FAX Address 2 Poway, CA 92064 E-mail Address 3 Web-Site , © M.E.P.CAD, Inc. 4AIAutoSPRINK 2018 04.2.9.0 8/30/2018 4:52:00PM Page 1 Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Hose 6 100.00 100.00 0 42.905 Sprinkler 1001 25.84 24.00 5.6 21.298 Sprinkler 1002 25.59 24.00 5.6 20.888 Sprinkler 1003 25.52 20.00 5.6 20.767 Sprinkler 1004 25.49 25.49 5.6 20.721 Sprinkler 1005 25.49 16.00 5.6 20.722 Sprinkler 1006 25.52 16.00 5.6 20.769 Sprinkler 1007 25.61 22.00 5.6 20.915 Sprinkler 1008 25.79 24.00 5.6 21.205 Sprinkler 1009 25.38 24.00 5.6 20.536 Sprinkler 1010 25.01 24.00 5.6 19.950 Sprinkler 1011 24.88 24.00 5.6 19.743 Sprinkler 1012 24.65 24.00 5.6 19.372 Sprinkler 1013 24.81 24.00 5.6 19.623 Sprinkler 1014 24.81 24.00 5.6 19.629 Sprinkler 1015 24.85 24.00 5.6 19.697 Sprinkler 1016 24.96 24.00 5.6 19.873 Sprinkler 1017 25.01 24.00 5.6 19.939 Sprinkler 1018 25.17 - 24.00 - - 5.6 20.197 Sprinkler 1019 27.02 24.00 5.6 23.287 Sprinkler 1020 1 27.52 24.00 5.6 24.156 c Most Demanding Sprinkler Data I li-I I I I '1 1111 Summary Of Outfiowing Devices Job Number: 3502 Rnnrt flpscrintinn ordinary C,roun II (Remote Area #1 , © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 8/30/2018 4:51:41PM Page 3 Job Name: Viasat Building 15 Build Out Remote Area Number: Remote Area #1 Date: 8/30/2018 Supply Analysis art Numb Name Static (psi) Residual Flow (psi) (gpm) Available Total Demand (psi) (gpm) Required Pressure (psi) Water Supply 109.000 101.000 4635.00 108.813 608.93 63.706 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 -6-0 Supply 63.706 608.93 6 -6-0 42.905 100.00 1001 12-11% Sprinkler 21.298 25.84 1002 12-111/2 Sprinkler 20.888 25.59 1003 12-11% Sprinkler 20.767 25.52 1004 12-111/2 Sprinkler 20.721 25.49 1005 12111/2 Sprinkler 20.722 25.49 1006 12-11% Sprinkler 20.769 25.52 1007 12-11% Sprinkler 20.915 25.61 1008 12-111/2 Sprinkler 21.205 25.79 1009 12-111/2 Sprinkler 20.536 25.38 1010 12-11% Sprinkler 19.950 25.01 1011 12-11% Sprinkler 19.743 24.88 1012 12-11% Sprinkler 19.372 24.65 1013 12-11% Sprinkler 19.623 24.81 1014 12-111/2 Sprinkler 19.629 24.81 1015 12111/2 Sprinkler 19.697 24.85 1016 12-111/2 Sprinkler 19.873 24.96 1017 12-111/2 Sprinkler 19.939 25.01 t&© M.E.P.CAD, Inc. AutoSPRINK 2018 04.2.9.0 8/30/2018 4:51:43PM Page 4 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1018 12111/2 Sprinkler 20.197 25.17 1019 12111/2 Sprinkler 23.287 27.02 1020 12111/2 Sprinkler 24.156 27.52 2 -6-0 63.638 3 -6-0 63.325 4 -6-0 54.644 5 -6-0 54.455 7 4-0 40.742 101 1221/2 26.721 102 1221/2 27.289 103 12-2% 26.745 104 12-7% 26.426 105 122h/2 27.315 106 12-2% 29.661 107 12-2% 26.862 108 1271/2 27.200 109 1221/2 27.408 110 12-2% 29.668 111 12-2% 26.967 112 12-2% 27.489 113 12-21/2 27.082 114 12-21/2 27.610 115 12-2% 27.657 I I I I I I LI I I I I I I r I I I Job Name: Viasat Building 15 Build Out Remote Area Number: Remote Area #1 Date: 8/30/2018 (&,© M.E.P.CAD, Inc. fiJAWSPRINK 2018 04.2.9.0 8/30/2018 4:51:43PM Paqe 5 I Job Name: Viasat Building 15 Build Out Remote Area Number: Remote Area #1 Date: 8/30/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 116 12-6 29.279 117 12-2% 29.688 118 1221/2 29.703 119 1221/2 29.733 120 12-21/2 27.160 121 1221/2 27.715 122 122h/2 29.764 123 12-21/2 27.229 124 12-21/2 27.802 125 1221/2 27.792 126 1221/2 29.840 127 12-21/2 27.415 128 12-2% 28.014 129 12-2% 28.015 130 12-2% 30.429 131 1221/2 27.454 132 12-2% 28.076 133 12-2% 30.519 134 12-2% 27.484 135 12-2% 28.117 136 12-2% 28.116 137 12-3 30.041 138 12-2% 30.602 1,© M.E.P.CAD, Inc. 41AutoSPRINK 2018 04.2.9.0 8/30/2018 4:51:43PM Paqe 6 Job Name: Viasat Building 15 Build Out Remote Area Number: Remote Area #1 Date: 8/30/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 139 12-2% 27.499 140 12-2% 28.140 141 1221/2 30.543 142 12-2% 27.507 143 12-7% 28.014 144 12-2% 28.155 145 12-21/2 30.495 146 12-2% 27.514 147 12-7% 28.015 148 12-21/2 28.164 149 122h/2 30.477 150 12-2% 28.180 151 12-21/2 30.472 152 12-2% 30.911 153 11-4 33.627 154 0-6 Gauge 38.639 776 12-5% 29.088 1103 12-7% 23.085 1104 12-7% 23.036 1107 1271/2 23.248 1108 12-7% 23.566 1111 12-7% 21.962 1114 12-7% 21.836 1&,© M.E.P.CAD, Inc. AutoSPRINK 2018 04.2.9.0 8/30/2018 4:51:43PM Page 7 Job Name: Viasat Building 15 Build Out Remote Area Number: Remote Area #1 Date: 8/30/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1116 12-7% 22.104 1117 12-7% 22.460 1120 12-6 29.401 2101 12-7% 23.666 2102 12-7% 23.218 2104 12-7% 23.036 2105 1271/2 23.087 2106 12-7% 22.832 2107 12-7% 22.189 2109 12-7% 21.830 2110 12-7% 21.911 2111 12-7% 26.631 2168 12-7% 26.802 (,© M.E.P.CAD, Inc. 4AutoSPRINK 2018 04.2.9.0 8/30/2018 4:51:43PM Page 8 Job Name: Viasat Building 15 Build Out Remote Area Number: Remote Area #1 Date: 8/30120181 Pipe Information Node I Elev I (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as _______________ Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 1004 12-11% 5.6 25.49 i (See Notes) 0-8 120 20.721 Route I Sprinkler, T(5-0), P0(5-0) 101-0 0.203851 0.135 1104 12-7% 25.49 1.0490 10-8 2.179 1104 12-7% 2 10-9 120 23.036 0.004618 1103 12-7% 23.20 2.2030 10-9 0.050 .1103 -12'7%. --- - 25.52 -- 2- ..-..-- 7-3% - ...-- 120 23.085 FIoW(q)fromRouitel8 0.018218 2102 12-7% 48.72 2.2030 0.133 2102 12-7% 25.59 2 11-4 120 23.218 Flow (q) from Route 12 0.039783 2101 12-7% 74.32 2.2030 11-4 0.450 2101 12-7% 25.84 2 (See Notes) 193% 120 23.668 Flow (q) from Route 14 fT(8'-6), fE(3-6), P0(10-0) 22-0 0.069099 0.199 101 12-2% 100.16 2.2030 41 -3% 2.854 101 12-21/2 4 9-3 120 26.721 -0.000 103 12-2% 100.16 4.3100 0.002631 9-3 0.024 103 12-2% 115.50 10-9 120 26.745 Flow (q) from Route 3 0.010870 -0.000 107 12-2% 215.66 4.3100 10-9 0.117 107 1221/2 9.00 8-11 120 26.862 Flow (q) from Route 51 0.011724 -0.000 111 12-2% 224.66 4.3100 8-11 0.105 111 12- 21/2 4 11-9 120 26.967 0.009765 -0.000 113 12-2% 203.53 4.3100 11-9 0.115 113 12-2% 4 9 -9 120 27.082 0.008091 -0.000 120 12-2% 183.85 4.3100 9-9 0.079 120 12-2% 4 10-6 120 27.160 0.006493 -0.000 123 12-2% 163.23 4.3100 - 10-6 0.068 © M.E.P.CAD, Inc. AutoSPRINK 2018 04.2.9.0 Remote Area #1 8/30/2018 4:51:45PM Page 9 IJob Name: Viasat Building 15 Build Out Remote Area Number: Remote Area #1 Date: 8/30/2018 Pipe Information Node I Elev I (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as Fitting (Foot) Pt Friction Loss Per unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 123 12-2% 4 (See 10'2 120 27.229 27-2 0.000 Notes) 127 12-2% 141.77 4.3100 0.005002 4fE(6'-9%) 37-4 0.187 127 12-2% 4 10-6 120 27.415 0.000 131 12-2% 120.68 4.3100 0.003714 10-6 0.039 131 12-2%.. 4 11-3 120 27.454 0.000 134 12-2% 99.66 4.3100 0.002606 11-3 0.029 134 12-2% 4 9-9 120 27.484 0.000 139 12-2% 76.23 4.3100 0.001588 9'-9 0.015 139 12-2% 4 10-2 120 27.499 0.000 142 12-2% 52.68 4.3100 0.000801 10-2 0.008 142 12-2% 2 (See Notes) 103'6 120 27.507 P0(10-0) 22-0 -0.199 143 12-7% 25.81 2.2030 0.005621 M(3-6), fT(8'-6) 125-6 0.705 143 12-7% 17.07 2 (See Notes) 137'4% 120 28.014 Flow (q) from Route 2 22-0 0.190 145 12-2% 42.87 2.2030 0.014377 fT(8'-6), fE(3-6), P0(10-0) 159-4% 2.291 145 12-2% 83.99 4 11-2 120 30.495 Flow (q) from Route 22 0.002 141 12-2% 126.86 4.3100 0.004073 11-2 0.045 141 12-2% 42.79 4 8-9 120 30.543 Flow (q) from Route 23 -0.002 138 12-2% 169.65 4.3100 0.006973 8-9 0.061 138 12-2% 54.66 4 (See Notes) 9'8% 120 30.602 Flow (q) from Route 25 16-0 0.009 152 12-2% 224.31 4.3100 0.011690 fT(16-o) 25-8% 0.301 152 12-2% 284.62 4 (See Notes) 20'4 120 30.911 Flow (q) from Route 21 23-7 0.379 153 11-4 508.93 4.3100 0.053220 2fE(6'-9%), fE(10-0) 43-11 2.336 © M.E.P.CAD, Inc. AutoSPRlNK 2018 v14.2.9.O Remote Area #1 8/30/2018 4:51:45PM Page 10 Job Name: Viasat Building 15 Build Out Remote Area Number: Remote Area #1 Date: 8/30/2011 Pipe Information Node I Elev I (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (P0 and shown as Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 153 11-4 6 (See Notes) 15'5 120 33.627 2fE(12'-7), BOR 25-2 0.008019 4.688 154 0-6 508.93 6.3570 40-7 0.325 154 0-6 6 (See Notes) 9'-6 140 38.639 LtE(14'-2) 14-2 0.006398 1.951 7 4-0 508.93 6.2800 23-8 0.152 ...-4'- ..- 6 Notes) .(See._i2_.19._. 40.742 2LtE(11 '-8), T(38'-ll %) 62-4 0.007759 0.867 6 -6-0 508.93 5.8800 167-0 1.296 6 -6-0 100.00 6 (See Notes) 789'-9 150 42.905 4LtE(11'-8), CV(-2.000), PIV(3'- 101/2), GV(3'-10%), T(38-11%) 93-6 0.010813 5 -6-0 608.93 5.8800 883-2% 11.551 5 -6-0 8 (See Notes) 48'7% 150 54.455 LtE(16'-7) 16-7 0.002890 4 -6-0 - 608.93 7.7100 65-2% 0.188 4 -6-0 8 (See Notes) 17'0 140 54.644 3LtE(22-0%), BFP(-8.500) 66-2 0.002175 0.000 3 -6-0 608.93 8.3900 83'-2 8.681 3 -6-0 8 (See Notes) 58'6% 150 63.325 GV(5'-l%), T(44'-8) 49-9% 0.002890 -0.000 2 -6-0 608.93 7.7100 108-4 0.313 2 -6-0 12 (See Notes) 1169 150 63.638 2EE(15'-l), GV(6'-11%), S 37-1% 0.000447 I -6-0 608.93 11.3100 153-10% 0.069 0.00 63.706 Hose Allowance At Source Total(Pt) Route 1 1 608.93 1012 12-11% 5.6 24.65 1 (See Notes) 2-1% 120 19.372 Route ..... Sprinkler, T(5-0), P0(5-0) 10'-O 0.191539 0.135 2109 12- 71/2 24.65 1.0490 12-1% 2.322 2109 12-7% 2 7-8 120 21.830 0.000839 1114 12-7% 9.23 2.2030 7-8 0.006 , © M.E.P.CAD, Inc. 1§1 AutoSPRINK 2018 04.2.9.0 Remote Area #1 8/30/2018 4:51:45PM Page 11 gob Name: Viasat Building 15 Build Out emote Area Number: Remote Area #1 Date: 8/30/2018 Pipe Information Node I Elevi (Foot) K-Factor Flow added this step (q) Nominal ID Fittings& Devices Equiv. Length (Foot) Length (Foot) C Factor Total(pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, directly to (Pt) and shown as Fitting (Foot) Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) when applicable, are added ________________ Friction(Pf) 1114 12-7% 24.81 2 8-0 120 21.836 Flow (q) from Route 4 0.009383 2110 12-7% 34.04 2.2030 8-0 0.075 2110 12-7% 24.85 2 751/2 120 21.911 Flow (q) from Route 5 0.025869 1116 12-7% 58.89 2.2030 0.193 1116 12-7% . 24.96 2 7-1% 120 22.104 (q) from Route 7 0.049741 -Flow 1117 12-7% 83.86 2.2030 7-11/, 0.355 1117 12-7% 25.01 + 25.17 2 (See Notes) 25-0 120 22.460 Flow (q) from Route 8 and 10 fT(8'-6) 6-6 0.118438 104 12-7% 134.03 2.2030 33'-6 3.966 104 12-7% 2 (See Notes) 0-0 120 26.426 fE(3'-6), P0(10-0) 13-6 0.051124 0.199 105 12-2% 85.11 2.2030 13-6 0.690 105 12-2% 104.70 4 1 0-9 120 27.315 Flow (q) from Route 13 0.008583 109 12-2% 189.81 4.3100 10-9 0.092 109 12-2% 6.20 4 8-11 120 27.408 Flow (q) from Route 15 0.009108 112 12-2% 196.00 4.3100 8-11 0.081 112 12-2% 21.13 4 11-0 120 27.489 Flow (q) from Route 39 0.011008 114 1221/2 217.14 4.3100 11-0 0.121 114 1221/2 19.68 4 3-8 120 27.610 Flow (q) from Route 40 0.012924 115 12-2% 236.81 4.3100 3-8 0.047 115 12-2% 4 6-10 120 27.657 0.008496 121 12-2% 188.77 4.3100 6-10 0.058 121 12-2% 20.62 4 10-6 120 27.715 Flow (q) from Route 49 0.007271 125 12-2% 173.53 4.3100 10-6 0.076 f, © M.E.P.CAD, Inc. AutoSPRINK 2018 04.2.9.0 - Remote Area #1 8/30/2018 4:51:45PM Page 12 Job Name: Viasat Building 15 Build Out Remote Area Number: Remote Area #1 Date: 8/30/2018 Pipe Information Node I Elev I (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) __________ Pf Friction Loss Per unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 125 12-2% 4 211/2 120 27.792 0.004798 124 122h/2 138.60 4.3100 2-1% 0.010 124 1221/2 21.46 4 (See Notes) 6'- 71/2 120 27.802 Flow (q) from Route 28 4fE(6-9%) 27-2 0.006261 0.000 128 1221/2 160.06 4.3100 33-9% 0.212 128 .12-2%.. - 2.1.09 - . 4 0-11 120 28.014 Flow (q)from Route 42 -0.006 129 12-2% 181.15 4.3100 0.007872 0-11 0.007 129 12-2% 4 10-11% 120 28.015 0.004986 0.006 132 12-2% 141.51 4.3100 10-11% 0.055 132 12-2% 21.02 4 10-3 120 28.076 Flow (q) from Route 41 0.003943 136 12-2% 124.65 4.3100 10-3 0.040 136 12-2% 4 1-0 120 28.116 0.001355 135 12-2% 69.99 4.3100 1-0 0.001 135 12-2% 23.43 4 9-9 120 28.117 Flow (q) from Route 29 0.002312 140 12-2% 93.42 4.3100 9-9 0.023 140 12-2% 23.55 10-2 120 28.140 Flow (q) from Route 35 0.001509 144 12-2% 74.18 4.3100 10-2 0.015 144 12-2% 2 (See Notes) 01-0 120 28.155 P0(1 0-a) fE(3'-6), fT(8'-6) 22-0 0.002616 -0.199 143 12-7% 17.07 2.2030 22-0 0.058 28.014 Total(Pt) Route 2 1013 12-11% 5.6 24.81 1 (See Notes) 01 8 120 19.623 Route ..... Sprinkler, T(5-0), P0(5-0) 10-0 0.193832 0.135 2109 12-7% 24.81 1.0490 10-8 2.072 2109 12-7% 9.23 2 10-3% 120 21.830 Flow (q) from Route 2 0.012779 1111 12-7% 40.23 2.2030 10-3% 0.132 (,,©M.E.P.CAD, Inc. AutoSPRlNK2O18v14.2.9.O Remote Area #1 - 8/30/2018 4:51:45PM Page 13 IJob Name: Viasat Building 15 Build Out Remote Area Number: Remote Area #1 Date: 8/30/2018 Pipe Information Node I Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID & Fittings s Device Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (P0 and shown as Fitting (Foot) ____________ Pf Friction Loss Per Unit (psi) Elev(Pe) _________________ Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID ___________ Total (Foot) _________________ Friction(Pf) 1111 2107 12-7% 24.88 2 7-4 120 21.962 Flow (q) from Route 6 0.031145 12-7% 65.11 2.2030 0.228 2107 12-7% 25.01 2 11-3% 120 22.189 Flow (q) from Route 9 0.056833 2106 12-7% 90.12 2.2030 11-3% 0.643 2106 12 71/2 25.38 2 (See Notes) 19'-3% 120 22.832 Flow (q) from Route 11 fT(8'-6), fE(3'-6), P0(10-0) 22-0 0.089936 0.199 103 122h/2 115.50 2.2030 3.715 41-3% 26.745 Total(Pt) Route 3 1 1014 12-11% 5.6 24.81 i (See Notes) 0-8% T 120 19.629 Route 4 ..... Sprinkler, T(5'-O), P0(5-0) 10,-a 0.193885 0.135 1114 12-7% 24.81 1.0490 10-8% 2.072 21.836 Total(Pt) Route 4 1015 12-111/2 5.6 24.85 1 (See Notes) 01-8 J 120 19.697 Route ..... Sprinkler, T(5'-0), P0(5-0) 1 0.194509 1 101-0 0-8 0.135 2110 12-7% 24.85 1.0490 2.079 21.911 Total(Pt) Route 5 1011 12-11% 5.6 24.88 i (See Notes) 0'8 J 120 19.743 Route ..... Sprinkler, T(5'-0), P0(5-0) 0.194929 0.135 1111 12-7% 24.88 1.0490 10-8 2.083 21.962 Total(Pt) Route 6 1 1016 12-11% 5.6 24.96 i (See Notes) 0-8% J 120 19.873 ••• Route 7••• Sprinkler, T(5'-0), P0(5-0) 0.196118 0.135 1116 12-7% 24.96 1.0490 10-8% 2.096 22.104 Total(Pt) Route 7 1 1017 12-11% 5.6 25.01 1 (See Notes) 2'1'/2 120 19.939 Route ..... Sprinkler, T(5'-0), P0(5-0) 0.196723 0.135 1117 12-7% 25.01 1.0490 12-1% 2.385 22.460 Total(Pt) Route 8 101012-11% 5.6 25.01 1 (See Notes) 0,-8 J 120 19.950 Route ..... Sprinkler, T(5'-0), P0(5-0) 0.196823 0.135 2107 ___L 12-7% 25.01 1.0490 10-8 2.104 © M.E.P.CAD, Inc. 1]Auto SPRINK 2018 v14.29.0 Remote Area #1 8/30/2018 4:51:45PM Page 14 Job Name: Viasat Building 15 Build Out Remote Area Number: Remote Area #1 Date: 8/30/2018 Pipe Information Elevi Flow added Fittings& Length C Factor Total(Pt) Notes i Node I (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent (q) Fitting Length) Equiv. (Foot) Pf Friction Elev(Pe) Fixed Pressure Losses, I Elev 2 Total Flow Loss Per Unit when applicable, are added Node 2 (Foot) (Q) Actual ID Length (Foot) Total (psi) Friction(Pf) directly to (Pt) and shown as (Foot) 22.189 Total(Pt) Route 9 1018 12-111/2 5.6 25.17 1 (See 0-8 120 20.197 ••••• Route lO••••• Sprinkler, Notes) io'-o 0.135 I 1117 12-7% 25.17 1.0490 0.199073 T(5'-O), P0(5-0) 10-8 2.128 22.460 Total(Pt) Route 10 1009 12-11% 5.6 25.38 1 (See 0-8 120 20.536 Route 11 ..... Sprinkler, - . .. 2106 12-7% -Nces) 25.38 1.0490 0.202164 T(5'-O), P0(5-0) 1 10-8 0.135 ...........--- 2.161 22.832 Total(Pt) Route 11 1002 12-11% 5.6 25.59 1 (See T 0-8% 120 20.888 .Route 12 ..... Sprinkler, Notes) 10-0 0.135 2102 12-7% 25.59 1.0490 0.205367 T(5'-0), P0(5-0) 10-81/2 2.195 23.218 Total(Pt) Route 12 1008 12-11% 5.6 25.79 1 (See 0-8 120 21.205 Route 13 I Sprinkler, Notes) 10-0 0.135 1108 12-7% 25.79 1.0490 0.208246 T(5'-0), P0(5-0) 10-8 2.226 1108 12-7% 78.91 2 (See 260 120 23.566 Flow (q) from Route 16 Notes) 22-0 0.199 102 12-2% 104.70 2.2030 0.074999 fT(8'-6), fE(3'-6), P0(10-0) 47-0 3.524 9-3 120 27.289 102 12-2% 4 1 105 12-2% 104.70 4.3100 0.002855 9-3 0.026 27.315 Total(Pt) Route 13 1001 12-11% 5.6 25.84 1 (See 0-8% 120 21.298 Route 14 ..... Sprinkler, Notes) 10-0 0.135 I 2101 12-7% 25.84 1.0490 0.209095 T(5'-0), P0(5-0) 1081/2 2.235 23.668 Total(Pt) Route 14 1019 12-111/2 5.6 27.02 1 (See 4-1% 120 23.287 Route 15 ..... Notes) 10-0 0.135 Sprinkler, 2111 12-7% 27.02 1.0490 0.227096 T(5'-0), P0(5-0) 14-1% 3.208 2111 12-7% 2 59-2 120 26.631 1 -0.000 2168 12-7% 18.02 2.2030 0.002894 59'-2 0.171 © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 Remote Area #1 8/30/2018 4:51:45PM Page 15 1 IJob Name: Viasat Building 15 Build Out Remote Area Number: Remote Area #1 Date: 8/30/2018 Pipe Information Node I E lev i (Foot) K-Factor Flow this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (PQ and shown as Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (0) Actual ID Total (Foot) _________________ Friction(Pf) 2168 12-71/2 27.52 2 24-9 120 26.802 Flow (q) from Route 17 0.016081 -0.000 108 1271/2 45.55 2.2030 24-9 0.398 108 127h/2 2 (See Notes) 0-0 120 27.200 ff(8-6) fE(3-6), P0(10-0) 22-0 0.000401 0.199 109 12-2% 6.20 2 2030 22-0 0.009 27.408 Total(Pt) Route 15 1007 12-11% 5.6 25.61 1 (See Notes) o'8% 120 20.915 Route 16 ..... Sprinkler, T(5'-0), P0(5-0) 10-0 0.205615 0.135 1107 12-7% 25.61 1.0490 10-81/2 2.198 1107 12-71/2 53.30 2 7-1% 120 23.248 Flow (q) from Route 19 0.044450 1108 12-7% 78.91 2.2030 71h/2 0.318 23.566 Total(Pt) Route 16 1020 12-11% 5.6 27.52 1 (See Notes) 0-8 T 120 24.156 Route 17 ..... Sprinkler, T(5'-0), P0(5-0) 101-0 1 0.234918 0.135 2168 12- 7% 27.52 1.0490 10-8 2.511 26.802 Total(Pt) Route 17 1003 1103 12-11% 5.6 25.52 1 (See Notes) 0'8 120 20.767 Route 18 ..... Sprinkler, T(5'-0), P0(5-0) 10-0 j 0.204263 0.135 12-7% 25.52 1.0490 10-8 2.183 23.085 Total(Pt) Route 18 1005 12-11% 5.6 25.49 i (See Notes) 0-8% 120 20.722 Route 19 ..... Sprinkler, T(5'-0), P0(5-0) 101 0 0.203855 0.135 2104 1271/z 25.49 1.0490 10-8% 2.179 2104 12-7% 2.29 2 7-11% 120 23.036 Flow (q) from Route 48 0.006442 2105 12-7% 27.78 2.2030 7-11% 0.051 2105 12'-7% 25.52 2 7'-6 120 23.087 Flow (q) from Route 20 0.021509 1107 12-7% 53.30 2.2030 7-6 0.161 23.248 Total(Pt) Route 19 © M.E.P.CAD, Inc. AutoSPRINK 2018 04.2.9.0 Remote Area #1 8/30/2018 4:51:45PM Page 16 Job Name: Viasat Building 15 Build Out Remote Area Number: Remote Area #1 Date: 8/30/2018 Pipe Information Elev I Flow added Fittings & Length C Factor Total(Pt) Notes I Node I (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) Pt Friction Elev(Pe) (q) Equiv. Length) Fixed Pressure Losses, I Node 2 Elev 2 Total Flow Actual ID Length Loss Per unit when applicable, are added Total (Foot) (Q) (Foot) (Foot) (psi) Friction(Pf) directly to (Pf) and shown as 1006 12-11% 5.6 25.52 1 (See J 0-8 120 20.769 Route 2O•"•• I Sprinkler, 101-0 0.135 Notes) 2105 12-71/2 25.52 1.0490 0.204281 T(5'-O), P0(5-0) I 10-8 2.183 23.087 Total(Pt) Route 20 126 12-2% 172.18+34.92 4 (See 17'8 120 29.840 •••• Route 21 I Notes) Flow (q) from Route 24 and 43 40-9 0.000 _______________ 130 12-2% 207.10 4.3100 0.010085 6fE(6'-9%) - . 58-5 0.589 130 1221/2 39.63 4 6-5 120 30.429 Flow (q) from Route 36 0.013944 133 12-2% 246.74 4.3100 6-5 0.090 133 12-2% 37.88 4 (See 5'7% 120 30.519 Notes) Flow (q) from Route 31 16-0 -0.000 152 12-2% 284.62 4.3100 0.018161 M1 6-0) 21-7% 0.393 30.911 Total(Pt) Route 21 146 12-2% 26.87 2 (See 103-51/2 120 27.514 Route 22 ..... Flow (q) from Route 47 12-0 -0.199 Notes) 147 12-7% 26.87 2.2030 0.006060 fE(3'-6), fT(8'-6) 115-5% 0.700 147 12-7% 15.80 2 (See 137'4% 120 28.015 Notes) Flow (q) from Route 32 1 22-0 0.190 149 12-2% 42.68 2.2030 0.014256 fT(8-6), fE(3'-6), P0(10-a) 159-4% 2.272 149 12-2% 41.32 4 9'-6 120 30.477 1 Flow (q) from Route 27 0.001899 145 12-2% 83.99 4.3100 91-6 0.018 30.495 Total(Pt) Route 22 140 12-2% 23.55 2 (See 137'7% 120 28.140 Route 23 I Notes) P0(10-0), Flow (q) from Route 35 -0 007 141 12-2% 42.79 2.2030 0.014327 2fEE(1'-g%), 2fE (3'-6), P0(10- ____________ 168-2% 2.410 0) 30.543 Total(Pt) Route 23 121 12-2% 20.62 2 (See 1 129-11/2 120 27.715 24 ..... Notes) .Route P0(10-0), Flow (q) from Route 49 69-2 0.000 1 122 12-2% 35.86 2.2030 0.010334 4fEE(1'-9%), 12fE(3-6), P0(10 I ______________ 198-3% 2.049 I ©M.E.P.CAD, Inc. I§I AutoSPRlNK 2018 v1 4.2.9.0 Remote Area #1 8/30/2018 4:51:45PM Page 17 Fob Name: Viasat Building 15 Build Out emote Area Number: Remote Area #1 Date: 8/30/2018 Pipe Information Node I E lev i (Foot) K-Factor Flow this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as Fitting (Foot) Pt Friction Loss Per Unit (psi) (Q) ______________________ Elev(Pe) Node 2 Elev 2 (Foot) Total Flow Actual ID Total (Foot) Friction(Pf) 122 1221/2 136.32 4 J 10-6 120 29.764 Flow (q) from Route 26 J 0.007167 126 1221/2 172.18 4.3100 10-6 0.075 29.840 Total(Pt) Route 24 776 137 12-5% 54.66 2 (See Notes) 108-4 120 29.088 Route 25 ..... Flow (q) from Route 44 2fE(3'-6), 2fEE(1-9%), fT(8'-6) 19-1 0.006683 0.102 12-3 28.34 2.2030 127-5 0.852 137 138 12-3 26.32 2 (See Notes) 7-0 120 30.041 Flow (q) from Route 50 4fEE(1-9%), P0(10-0) 17-2 0.022535 0.015 1221/2 54.66 2.2030 24-2 0.545 30.602 Total(Pt) Route 25 106 12-2% 48.92 4 10-9 120 29.661 •••••Route26 ..... Flow (q) from Route 46 0.000699 110 12-21/2 48.92 4.3100 10-9 0.008 110 12'2% 39.35 9-5 120 29.668 Flow (q) from Route 45 0.002082 117 1221/2 88.27 4.3100 0.020 117 118 118 1221/2 12-2% 12-2% 12.90 101.17 15.09 4.3100 4 5-6% 120 29.688 Flow (q) from Route 38 Flow (q) from Route 37 0.002680 120 561/2 871/2 0.015 29.703 0.003466 119 12-2% 116.26 4.3100 871/2 0.030 119 12-2% 20.05 6-10 120 29.733 Flow (q) from Route 30 0.004652 122 12-2% 136.32 4.3100 6-10 0.032 29.764 Total(Pt) Route 26 151 12-2% 41.32 4 10-6 120 30.472 Route 27 ..... Flow (q) from Route 33 0.000511 149 12-2% 41.32 4.3100 10-6 0.005 30.477 Total(Pt) Route 27 1 , ©M.E.P.CAD, Inc. 4jAutoSPRlNK2O18v14.2.9.O Remote Area #1 8/30/2018 4:51:45PM Page 18 134 12-2% 135 12-2% 116 119 132 133 0.016 28.180 2fE(3-6), 2fT(8'-6), P0(10-0) -0.009 2.301 30.472 Total(Pt) Route 33 27.657 Route 34 ..... P0(10-0) 2fEE(1-9%), 8fE(3-6) -0.126 1.748 8/30/2018 4:51:45PM Page 19 Job Name: Viasat Building 15 Build Out Remote Area Number: Remote Area #1 Pipe Information Elev I Flow added Fittings & Length C Factor Total(Pt) Node I (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting (Foot) Pt Friction Loss Per Unit Elev(Pe) (q) Equiv. Elev 2 Total Flow Total Friction(Pf) Node 2 (Foot) (Q) Actual ID Length (psi) (Foot) (Foot) 123 12-21/2 2 (See 10211/2 120 27.229 41' 1 -0.000 Notes) 124 1221/2 21.46 2.2030 I 0.003996 1435h/2 I 0.573 148 12-2% 15.80 4 (See Notes) 10'6 20-0 0.000511 150 12-2% 41.32 4.3100 30-6 150 12-2% 2 (See Notes) 137'4% 120 34-0 0.013427 151 12-2% 41.32 2.2030 171-4% 30.519 120 28.155 0.000931 0.009 120 28.164 0.002269 -0.199 0.050 28.015 120 28.164 27.802 120 27.484 0.004701 -0.000 0.634 28.117 120 29.279 0.003526 0.126 0.327 29.733 2 (See 100-5 Notes) - 23.43 2.2030 134-9 48.04 2 (See 70-8 Notes) 22-1 20.05 2.2030 92-9 21.02 2 (See 151'5% 120 28.076 Notes) 62-2 0.000 37.88 2.2030 0.011437 21371/2 2.443 144 12-21/2 17.07 4 9-6 148 12-2% 57.12 4.3100 9-6 148 12-2% 2 (See Notes) 01 0 22-0 147 12-7% 15.80 2.2030 22-0 Date: 8/30/2011 Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as ••••• Route 28••••• P0(10-0) 8fEE(1-9%), 2fE(3'-6), P0(10- 0) Total(Pt) Route 28 Route 29••• P0(10-0) 8fEE(1-9%), P0(10-0) Total(Pt) Route 29 Route 30 ..... fT(8'-6), Flow (q) from Route 34 2fEE(1'-9%), P0(10-0) Total(Pt) Route 30 ••"• Route 3I P0(10-U), Flow (q) from Route 41 4fEE(1-9%), 10fE(3'-6), P0(10 '-0) Total(Pt) Route 31 Route 32 ..... Flow (q) from Route 2 P0(10-0) fE(3-6), fT(8'-6) Total(Pt) Route 32 Route 33 ..... Flow (q) from Route 32 P0(20-0 115 12-2% 2 (See 56-11 120 Notes) 41-7 116 12-6 48.04 2.2030 98-6 0.017751 , © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.O Remote Area #1 gob Name: Viasat Building 15 Build Out emote Area Number: Remote Area #1 Date: 8/30/2018 Pipe Information Node I El v1 v (Fo K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Po and shown as Fitting (Foot) __________ Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 e 2 (Foot) Total Flow (0) Actual ID Total (Foot) Friction(Pf) 29.279 . ,,I,rn Total(Pt) Route 34 137912'-2% 2 (See Notes) I 100'-7 120 27.499 Route 35 ..... P0(10-0) 8E(1'-9%), P0(10-0) F 34-4 0.004748 -0.000 140 12-2% 23.55 2.2030 134-11 0.641 28.140 Total(Pt) Route 35 129 12-2% 2 (See Notes) J 145-6 120 28.015 . Route 36 ..... P0(10-0) 4fEE(1'-9%), 6fE(3'-6), P0(10'- 0) F 48'-2 0.012434 0.006 130 12-2% 3963 2.2030 193-8 2.408 30.429 Total(Pt) Route 36 116 12-6 48.04 2 (See Notes) 8'7% 120 29.279 ••. Route 37 ..... Flow (q) from Route 34 C(1 0'-O) 101-0 0.006533 1120 12-6 27.99 2.2030 18-7% 0.122 1120 12-6 2 (See Notes) 70'8 120 29.401 2fEE(1'-g%), P0(10-0) 13-7 0.002083 0.126 118 1221/2 15.09 2.2030 84'-3 0.175 29.703 Total(Pt) Route 37 1120 12-6 2 (See Notes) 75-111/2 120 29.401 Route 38 ..... C(1 0'-O) fE(3-6), 2fEE(1-9%), P0(10-0 ) 27-1 0.001559 0.126 117 12-2% 12.90 22030 103-0% 0.161 29.688 Total(Pt) Route 38 7 111 12-2% 2 (See Notes) I 1001 0 120 26.967 Route 39 ..... P0(10-0) 8fEE(1'-91/2), P0(10-0) 0.003885 -0000 112 12-2% 34'-4 21.13 2.2030 134-4 0.522 27.489 Total(Pt) Route 39 113 12-2% 2 (See Notes) 106-10% 120 27.082 Route 40 ..... P0(10-0) 8fEE(1'-g%), 4fE (3-6), P0(10'- 0) 48-4 0.003404 -0.000 11412-2% E __________ 19.68 2.2030 155-2% _________ __________ ______________ 0.528 ________________ 27.610 Total(Pt) Route 40 131 132 12-2% 2 (See Notes) 102-8% 120 27.454 Route 41 ..... P0(10-0) 6fEE(1'-9%), 8fE(3'-6), P0(10- 0) F 58-9 0.003847 -0.000 12-2% 21.02 2.2030 161-5% 0.621 _______ 28.076 Total(Pt) Route 41 (, © M.E.P.CAD, Inc. fl AutoSPRINK 2018 04.2.9.0 Remote Area #1 8/30/2018 4:51:45PM Page 20 Job Name: Viasat Building 15 Build Out Remote Area Number: Remote Area #1 Date: 8/30/2011 Pipe Information Node I El (Fo v1 e ot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as nOJ2thIfl Fitting (Foot) Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) ________________ Friction(Pt) 127 122h/2 2 (See Notes) 102'- 101/2 120 27.415 •••• Route 42••• P0(1 0-U) 51-9 -0.000 128 12-2% 21.09 2.2030 0.003868 6fEE(1'-g%), 6fE(3'-6), P0(10'- 0) 154 71/2 0.598 28.014 Total(Pt) Route 42 125 12'-2'/2 2 (See Notes) 138-10 120 27.792 Route 43 ..... P0(10-0) 69-4 0.000 126 12-21/2 - - . 34.92 2.2030 - - 0.009838 . 8fEE(1'-91/2), 10fE(3'-6), P0(10 208-2 2.048 29.840 Total(Pt) Route 43 136 12-21/2 2 (See Notes) 1 26-7% 120 28.116 Route 44 .... P0(10-0) F 22-1 -0.126 776 12-5% 54.66 2.2030 0.022535 . 2fEE(1'-9%), tT(8'-6) 48- 81/2 j 1.098 29.088 Total(Pt) Route 44 108 12-7% 6.20 2 (See Notes) I 140-4% 120 27.200 Route 45 ..... Flow (q) from Route 15 44-7 0.199 110 12-2% 39.35 2.2030 0.012270 2fEE(1'-9%), 2fT(8'-6), 4fE(3'-6 ),_P0(10-0) I 184-11% 2.270 29.668 Total(Pt) Route 45 104 12-7% 2 (See Notes) I 127'9 120 26.426 46 ..... fT(8-6) . Route F 37-8 0.199 106 12-2% 48.92 2.2030 0.018354 4fEE(1'-9%), fT(8'-6), fE(3'-6), P0(10-0) I 165-5 3.036 29.661 Total(Pt) Route 46 142 12-2% 25.81 4 (See Notes) I 9'-6 120 27.507 Route 47 ..... Flow (q) from Route 1 t 20-0 0.000 146 12-2% 26.87 4.3100 0.000231 P0(20-0) 29-6 0.007 27.514 Total(Pt) Route 47 1104 12-7% 23.20 2 I 7-2% 120 23.036 "•• Route 48••••• Flow (q) from Route 1 0.000064 2104 12-7% 2.29 2.2030 7-2% 0.000 23.036 Total(Pt) Route 48 120 12-2% 2 (See Notes) I 1011 1 120 27.160 Route 49 ..... P0(10-0) 48-4 I -0.000 121 12-2% 20.62 2.2030 0.003713 8fEE(1'-9%), 4fE(3'-6), P0(10'- 0) 149-5 0.555 27.715 Total(Pt) Route 49 f, 0 M.E.P.CAD, Inc. AutoSPRINK 2018 04.2.9.0 Remote Area #1 8/30/2018 4:51:45PM Page 21 IJob Name: Viasat Building 15 Build Out Remote Area Number: Remote Area #1 Date: 8/30/2018 Pipe Information Elev I Flow added Fillings & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) ___________ Pt Friction Elev(Pe) (q) Equiv. Length) Fixed Pressure Losses, Node 2 Elev 2 Total Flow Actual ID Length Loss Per Unit when applicable, are added Total (Foot) (Foot) (Foot) (psi) Friction(Pf) directly to (Pf) and shown as ".1 776 12-5'/2 54.66 2 (See I 107-11 120 29.088 ...:. Route 50 ..... Notes) fl(8-6), Flow (q) from Route F 38-1 0.102 44 137 12-3 26.32 2.2030 0.005832 5fE(3'-6), 2fEE(1'-9%), fT(8'-6) 146-0 0.852 30.041 Total(Pt) Route 50 2111 1271/2 18.02 2 (See 1931/2 120 26.631 Route 51• ••• Flow (q) from Route 15 22-0 0.199 Notes) 107 12-21/2 900 2.2030 0.000801 fT(8-6), fE(3-6), P0(10-0) - - - 4131/2 0.033 26.862 Total(Pt) Route 51 , © M.E.P.CAD, Inc. MAutoSPRINK 2018 04.20 Remote Area #1 8/30/2018 4:51:45PM Page 22 Job Name: Viasat Building 15 Build Out Remote Area Number: Remote Area #1 Equivalent Pipe Lengths of Valves and Fittings (C°120 only) Actual Inside Diameter 4.87 I \ =Factor Schedule 40 Steel Pipe Inside Diameter J Date: 8/30/2018 Value OfC 100 130 140 150 1 Multiplying Factor 0,713 1.16 1.33 1.5 Value Multiplier ALV Alarm Valve BalV Ball Valve C Cross Flow Turn 90° CV Check Valve E 90° Elbow Ee2 22%' Elbow FDC Fire Department Connection fig Flange g Gauge Ho Hose Hyd Hydrant Noz Nozzle PIV Post Indicating Valve PRV Pressure Reducing Valve sCV Swing Check Valve St Strainer U Union Z Cap AngV Angle Valve b Bushing BFP Backflow Preventer BV Butterfly Valve cplg Coupling Cr Cross Run DelV Deluge Valve DPV Dry Pipe Valve EE 45° Elbow Eel 11W Elbow f Flow Device fd Flex Drop fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow FN Floating Node fT FireLock(TM) Tee GloV Globe Valve GV Gate Valve Hose Hose HV Hose Valve LtE Long Turn Elbow mecT Mechanical Tee P1 Pump In P2 Pump Out P0 Pipe Outlet PrV Pressure Relief Valve red Reducer/Adapter S Supply SFx Seismic Flex Spr Sprinkler T Tee Flow Turn 90° -- - Tr Tee Run WrF Wirsbo WMV Water Meter Valve , © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 1 I I I I I I I I I I Remote Area #1 8/30/2018 4:51:45PM Page 23 1 ik,© M.E.P.CAD, Inc. 4111 AutoSPRINK 2018 04.2.9.0 8/30/2018 4:51:40PM Paqe 2 — — — — — — — — — — — — — — — — — — — Hydraulic Graph Job Name: Viasat Building 15 Build Out N 1.85 Remote Area Number: Remote Area #1 Date: 8/30/2018 150 42 0- 135 120 105 45 30 90 15 ..j.LLLUIIIIIIIIIIIIIII 0 1 1 0900 1800 2700 0 Water Supply Summary Sheet Node: 1 Available Supply Static Pressure 109.000 608.93 108.813. 608.93 @ 63.706 S stem demand curve IIiIIIlI 111111111 111111111 III II I 111111111 I I I I I I I I 3600 5400 4500 6300 Flow - gpm 7200 8100 9000 Hydraulic Calculations for Project Name: Viasat Building 15 Build Out Location: 2436 Town Garden Road, Carlsbad, CA 92009, Drawing Name: 1st Floor Piping CALCS Calculation Date: 8/30/2018 Design Remote Area Number: Remote Area #2 Remote Area Location: First Floor Pendent Heads Occupancy Classification: Light Hazard Commodity Classification: Light Hazard Occupancy (Office Area) Density: 0.100gpm/ft2 Area of Application: 1500.00ft2 (Actual 1542.35ft2) Coverage per Sprinkler: 225.00ft2 Type of sprinklers calculated: Pendent No. of sprinklers calculated: 13 In-rack Demand: N/A gpm at Node: N/A Hose Streams: - 0.0 gpm at Node: - - I -Type:—Allówãnce at Soiirce 100.00 at Node: 6 Type: Hose Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 397.80 @ 49.469 Type of System: Wet System Volume of Dry or PreAction System: N/A Name of Contractor: Western Fire Protection, Inc. Address: 13630 Danielson Street, Poway, CA 92064 Phone Number: Name of designer: Authority Having Jurisdiction: Notes Automatic peaking results Left: 49.469 Right: 49.469 I&.© M.E.P.CAD, Inc. iIAutoSPRINK 2018 04.2.9.0 Remote Area #2 8/30/201811:11:13AM 11111 Hydraulic Summary Job Number: 3502 Rrtritrt flpsorirctiritn I inht Hq7nrd (RmrittW Arpn 101 Job Job Number 3502 Circuit Descriprien Job Name: Viasat Building 15 Build Out State CerttrcatlorbLicense Number Address I 2436 Town Garden Road AHJ Address 2 Carlsbad, CA 92009 Part Description Address 3 DraWing Name 1st Floor Piping CALCS System Remote Area(s) Most Demanding Sprinkler Data 5.6 K-Factor 22.50 at 16.143 Occupancy Light Hazard Job Suffix Hess Allowance At Source 0.00 Density 0.loogpm/ft2 Area ofAppoceoon 1500.00ft2 (Actual 1542.35ft2) Additional Hess Supplies Part Number Hose At Node 6 Flow(gm) 100.00 Number Of Sprinklers Calculated 13 Coverage Per Spnntder 225.00ft2 riutaPealt Results: Pressure For RemateArea(s) Left: 49.469 Adjacent To Most Remote Area Right: 49.469 Total Hess Streams 100.00 System Flaw Demand 397.80 Total bruNter eeqcired (Including Hess Allowance) 397.80 Maoimum Pressure Unbalance In Loops 0.000 Meolmum Velocity Above Ground 8.70 between nodes 2112 and 2012 Maximum Velocity Under Ground 4.70 between nodes 5 and 6 Volume capacity of Wet Pipes 3504.77ga1 Volume capacity of Dry Pipes Supplies art Numbe Name Hose Flow (gpm) Static (psi) Residual (psi) Flow (gpm) Available (psi) Total Demand (gpm) Required (psi) Safety Margin (psi) 1 Water Supply 109.000 101.000 4635.00 108.915 397.80 49.469 59.445 Contractor Contractor Number Contact Name Cortavt TItle Name otCvntrOoter Western Fire Protection, Inc. Phone Eoterslan Address t 13630 Danielson Street FAX Address 2 Poway, CA 92064 E-mail Ad dress 3 Web-Site (,©M.E.P.CAD, Inc. djj AutoSPRINK 2018 v14.2.9.0 8/30/2018 11:11:38AM Page 1 Summary Of Outfiowing Devices Job Number: 3502 Renort Desrintion: Lioht Hazard (Remote Area #2 Device Actual Flow (g pm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Hose 6 10000 100.00 0 34.283 Sprinkler 2001 23.02 22.50 5.6 16.897 Sprinkler 2002 23.02 22.50 5.6 16.901 Sprinkler 2003 22.59 22.50 5.6 16.272 c Sprinkler 2004 22.50 22.50 5.6 16.143 Sprinkler 2005 22.69 22.50 5.6 16.420 Sprinkler 2006 22.72 22.50 5.6 16.456 Sprinkler 2007 22.68 22.50 5.6 16.398 Sprinkler 2008 23.39 22.50 5.6 17.453 Sprinkler 2009 22.93 22.50 5.6 16.770 Sprinkler 2010 1 22.93 1 22.50 5.6 16.769 Sprinkler 2011 22.88 22.50 5.6 16.699 Sprinkler 2012 23.44 22.50 5.6 17.514 Sprinkler 2013 23.00 22.50 5.6 16.871 c Most Demanding Sprinkler Data 0 M.E.P.CAD, Inc. AutoSPRlNK 2018 04.2.9.0 8/30/2018 11:11:15AM Page 3 I Job Name: Viasat Building 15 Build Out Remote Area Number: Remote Area #2 Date: 8/30/2018 Supply Analysis art Numbe Name Static (psi) Residual Flow (psi) (gpm) Available Total Demand (psi) (gpm) Required Pressure (psi) Water Supply 109.000 101.000 4635.00 108.915 397.80 49.469 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 127 122h/2 23.529 128 1221,4 23.788 129 1221/2 23.785 130 12-2% 24.697 131 12-21/2 23.545 132 122h/2 23.810 133 122h/2 24.730 134 12-2% 23.558 135 12-21/2 23.824 136 122h/2 23.824 137 12-3 24.532 138 12-2% 24.752 139 12-2% 23.564 140 1221/2 23.832 141 12-21/2 24.731 142 12-2% 23.567 143 12-7% 23.658 144 12-2% 23.837 145 122h/2 24.712 ik© M.E.P.CAD, Inc. 4AutoSPRINK 2018 04.2.9.0 8/30/2018 11:11:17AM Paqe 4 Job Name: \fiasat Building 15 Build Out Remote Area Number: Remote Area #2 Date: 8/30/2018 I Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 146 1221/2 23.570 147 12-7% 23.658 148 1221/2 23.841 149 12-2% 24.705 150 12-21/2 23.846 151 12-2% 24.703 152 122h/2 24.874 153 11-4 26.120 154 0-6 Gauge 30.928 818 12-5% 24.110 2101 12-7% 21.996 2102 12-7% 21.882 2103 12-7% 21.857 2104 12-7% 21.864 2105 12-7% 21.934 2106 12-7% 22.031 2107 12-7% 21.921 2108 127h/2 21.920 2109 12-7% 21.940 2110 12-7% 22.088 2111 127h/2 22.803 2112 12-7% 22.791 2113 12-7% 22.833 M.E.P.CAD, Inc. JlAutoSPRINK 2018 04.2.9.0 8/30/2018 11:11:17AM Page 5 I Job Name: Viasat Building 15 Build Out Remote Area Number: Remote Area #2 Date: 8/30/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 3101 12-6 24.242 1 -6-0 Supply 49.469 397.80 6 -6-0 34.283 100.00 2001 9-0 Sprinkler 16.897 23.02 2002 9-0 Sprinkler 16.901 23.02 2003 9-0 Sprinkler 16.272 22.59 2004 9-0 Sprinkler 16.143 22.50 2005 9-0 Sprinkler 16.420 22.69 2006 9-0 Sprinkler 16.456 22.72 2007 9-0 Sprinkler 16.398 22.68 2008 9-0 Sprinkler 17.453 23.39 2009 9.-0 Sprinkler 16.770 22.93 2010 9-0 Sprinkler 16.769 22.93 2011 9-0 Sprinkler 16.699 22.88 2012 9-0 Sprinkler 17.514 23.44 2013 9-0 Sprinkler 16.871 23.00 2 -6-0 49.438 3 -6-0 49.296 4 -6-0 40.713 5 -6-0 40.628 7 4-0 32.935 101 12-21/2 23.246 102 1221/2 23.559 &©M.E.P.CAD, Inc. AutoSPRlNK2018v14.2.9.0 8/30/2018 11:11:17AM Paqe6 Job Name: Viasat Building 15 Build Out Remote Area Number: Remote Area #2 Date: 8/30/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 103 12-2% 23.254 104 12-71/2 23.263 105 12-21/2 23.567 106 12-21/2 24.419 107 12-2% 23.292 108 12-7% 23.336 109 12-21/2 23.589 110 1221,4 24.422 111 12-2% 23.338 112 12-21/2 23.613 113 12-2% 23.388 114 122h/2 23.653 115 12-2% 23.668 116 12-6 24.196 117 12-2% 24.429 118 12-2% 24.434 119 12-2% 24.444 120 1221/2 23.422 121 12-2% 23.687 122 12-2% 24.456 123 1221/2 23.451 124 12-2% 23.716 125 12-2% 23.713 1,© M.E.P.CAD, Inc. MAutoSPRINK 2018 04.2.9.0 8/30/2018 11:11:17AM Page Job Name: Viasat Building 15 Build Out Remote Area Number: Remote Area #2 I Date: 8/30/2018 Node Number Elevation (Foot) Node Type Pressure at Discharge at Notes Node Node (psi) (gpm) 126 12-21/2 24.483 I I I I I I 1 I I I I I I I I I © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 8/30/2018 11:11:17AM Page 8 Job Name: Viasat Building 15 Build Out Remote Area Number: Remote Area #2 Date: 8/30/201 Pipe Information Node I Elev I (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added to (Pf) and shown as Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf)directly 2004 9-0 5.6 22.50 1 (See Notes) 5-1% 120 16.143 Route Sprinkler, 3E(2'-O), T(5'-0), P0(5-0), fd(2 4-0) 40-0 0.161813 -1.581 2104 12-7% 22.50 1.0490 45 11,4 7.301 2104 12-7% 10.27 2 7-11% 120 21.864 Flow (q) from Route 42 0.008748 2105 12-7% 32.77 2.2030 7-11% 0.070 2105 12'7% 22.69 2 -(See Notes) 3971/2 ------ - 120 - 21.934 - Flow (q) from Route 4 fT(8'-6), fE(3'-6), P0(10-C) 22-0 0.023154 0.199 _______________ 102 12-2% 55.47 2.2030 61-7% 1.427 102 12-2% 4 9-3 120 23.559 0.008 0.000881 105 12-2% 55.47 4.3100 9-3 105 12-2% 30.87 4 10-9 120 23.567 Flow (q) from Route 7 109 12-2% 86.33 43100 0.001998. 10-9 0.021 109 12-2% 16.53 4 8-11 120 23.589 Flow (q) from Route 9 0.002763 112 12-2% 102.87 4.3100 8-11 0.025 112 12-2% 14.96 4 11-0 120 23.613 Flow (q) from Route 32 0.003553 114 12-2% 117.83 4.3100 11-0 0.039 114 12-2% 13.53 4 3-8 120 23.653 Flow (q) from Route 33 0.004344 115 12-2% 131.36 4.3100 3-8 0.016 115 12-2% 4 6-10 120 23.668 0.002776 121 12-2% 103.12 4.3100 6-10 0.019 121 12-2% 13.84 4 10-6 120 23.687 Flow (q) from Route 43 0.002425 125 12-2% 95.86 4.3100 10-6 0.025 125 12-2% 4 2-1% 120 23.713 0.001551 124 12- 21/2 75.28 4.3100 2- 11/2 0.003 , © M.E.P.CAD, Inc. AutoSPRINK 2018 04.2.9.0 Remote Area #2 8/30/2018 11:11:19AM Page 9 12-2% 1_118 __ I(,©M.E.P.CAD, Inc. Pipe Information Notes I Elev I (Foot) K-Factor Flow added this step (q) Fittings &Node Nominal ID Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) FiftinglDevice (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pfl and shown as Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) 2 Elev 2 (Foot) (Q) Total Flow __________________ Node Actual ID Total (Foot) Friction(Pf) 12-2% 14.14 4 23.716124 (See Notes) 6'-7Y2 120 Flow (q) from Route 21 4fE(6'-91/2) 27-2 0.002133 0.000 128 12-2% 89.42 4.3100 33-9% 12-2% 13.41 4 23.788128 0.072 0-11 120 Flow (q) from Route 35 -0.006 12-2% 102.83 0.002762129 4.3100 0-11 0.003 129 12-2% 10-11% 120 23.785 40.006 0.001714 132 12-2% 79.47 4.3100 10-11% 0.019 12-2% 13.24 4 23.810132 10-3 120 Flow (q) from Route 34 12-2% 70.36 0.001369136 4.3100 10-3 0.014 136 12-2% 4 1-0 120 23.824 12-2% 38.17 0.000441135 4.3100 0.000 12-2% 14.67 4 23.824135 9-9 120 Flow (q) from Route 22 12-2% 52.84 0.000806140 4.3100 9-9 0.008 1Z-21/2 14.70 23.832140 10-2 120 Flow (q) from Route 28 0.000535 144 12-2% 42.33 4.3100 10-2 0.005 12-2% 2 23.837144 (See Notes) 0-0 120 P0(10-0) fE(3'-6), fT(8'-6) 22-0 0.000864 -0.199 143 12-7% 9.37 2.2030 22-0 12-7% 15.93 2 23.658143 (See Notes) 0019 137-4% 120 Flow (q) from Route 2 fT(8-6), fE(3-6), P0(10-0) 22-0 0.005422 0.190 145 12-2% 25.31 2.2030 15941/2 12-2% 49.54 24.712145 0.864 11-2 120 Flow (q) from Route 15 0.001535 0.002 141 12-2% 74.85 4.3100 11-2 0.017 12-2% 25.21 24.731141 8-9 120 Flow (q) from Route 16 0.002626 -0.002 100.06 4.3100 8-9 0.023 AutoSPRINK 2018 vi 4.2.9.0 Remote Area #2 8/30/2018 11:11:19AM Page 10 Bob Name: Viasat Building 15 Build Out emote Area Number: Remote Area #2 197. =231911TAPkelf-I Job Name: Viasat Building 15 Build Out Remote Area Number: Remote Area #2 Date: 8/30/2011 Pipe Information Node I El v I e (Foot) K-Factor Flow added this step (q) Nominal ID Fitting & Device s s Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes FittinglDevice (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (PQand shown as peg~tmu______________ Fitting (Foot) Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow Actual ID Total oot) Friction(Pf) 138 122h/2 32.20 4 (See Notes) 981/2 120 24.752 Flow (q) from Route 18 fl(16-0) 16-0 0.004399 0.009 152 12-2% 132.26 4.3100 25-8% 0.113 152 12-2% 165.54 4 (See Notes) 20'-4 120 24.874 Flow (q) from Route 14 2fE(6'-9%), fE(10'-O) 23'-7 0.019747 0.379 153 11-4 297.80 4.3100 43-11 0.867 153 . 1i-4 . 6 (See Notes) i55 120 26.120 -- 2fE(12'-7), BOR 25-2 0.002976 4.688 154 0-6 297.80 6.3570 40-7 0.121 154 0-6 6 (See Notes) 9'6 140 30.928 LtE(14'-2) 14-2 0.002374 1.951 7 4-0 297.80 6.2800 23-8 0.056 7 4-0 6 (See Notes) 1048 150 32.935 2LtE(11'-8), T(38-11%) 62-4 0.002879 0.867 6 -6-0 297.80 5.8800 167-0 0.481 6 -6-0 100.00 6 (See Notes) 7899 150 34.283 4LtE(11'-8), CV(-2.000), PIV(3- 101/2),_GV(3-101/2),_T(38'-11%) 93-6 0.004919 5 -6-0 397.80 5.8800 883-2% 6.345 5 -6-0 8 (See Notes) 48'7% 150 40.628 LtE(16-7) 16-7 0.001315 4 -6-0 397.80 7.7100 65-21/2 0.086 4 -6-0 8 (See Notes) 17'0 140 40.713 3LtE(22-O%), BFP(-8.500) 66-2 0.000990 0.000 3 -6-0 397.80 8.3900 83'-2 8.582 3 -6-0 8 (See Notes) 58'6% 150 49.296 GV(5'-l%), T(44'-8) 49-9% 0.001315 -0.000 2 -6-0 397.80 7.7100 108-4 0.142 2 -6-0 12 (See Notes) 1169 150 49.438 2EE(15'-1), GV(6-111/2), S 3711/2 0.000203 1 -6-0 397.80 11.3100 153-101/2 0.031 0.00 49.469 Hose Allowance At Source Total(Pt) Route 1 1 397.80 , © M.E.P.CAD, Inc. AutoSPRINK 2018 04.2.9.0 Remote Area #2 8/30/2018 11:11:19AM Page 11 Bob Name: Viasat Building 15 Build Out emote Area Number: Remote Area #2 Date: 8/30/2018 Pipe Information Node I Elev I (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as _____________________ Fitting (Foot) Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 2003 9-0 5.6 22.59 1 (See Notes) 3111/2 120 16.272 Route Sprinkler, 3E(2'-O), T(5'-O), P0(5-0), fd(2 4'-O) 40-0 0.163008 -1.581 2103 12'-7% 22.59 1.0490 43-11%4'-0) 2103 12-7% 2 18-0% 120 21.857 0.001431 2102 12-7% 12.32 2.2030 18-0% 0.026 2102 1Z-71/2 23.02 2 11-4 --.... 120 21.882 Flow (q) from Route 11 0.010056 2101 1271/2 35.34 2.2030 11-4 0.114 2101 12-71/2 23.02 2 (See Notes) 19'3% 120 21.996 Flow (q) from Route 10 fT(8'-6), fE(3'-6), P0(10-0) 22-0 0.025436 0.199 101 12-2% 58.36 2.2030 41-3% 1.051 101 12-2% 4 9-3 120 23.246 0.000968 -0.000 103 12-21/2 58.36 4.3100 9-3 0.009 103 12-2% 57.57 4 10-9 120 23.254 Flow (q) from Route 3 0.003447 -0.000 107 12-2% 115.92 4.3100 10-9 0.037 107 12-2% 29.10 4 4.3100 8-11 120 23.292 Flow (q) from Route 6 0.005217 -0.000 111 12-2% 145.03 8-11 0.047 4 11-9 120 23.338 0.004265 -0.000 113 12'- 21/2 130.07 4.3100 11,-9 0.050 113 12-2% 4 9-9 120 23.388 0.003481 -0.000 120 122h/2 116.54 4.3100 9-9 0.034 120 12-2% 4 10-6 120 23.422 0.002755 -0.000 123 1221/2 102.70 4.3100 10-6 0.029 123 12-2% 4 (See Notes) 10'2 120 23.451 4fE(6'-9%) 27-2 _____ 0.002094 0.000 127 12-2% 88.55 4.3100 _ r37-4 0.078 1&@M.E.P.CAD, Inc. AutoSPRINK 2018 04.2.9.0 Remote Area #2 8/30/2018 11:11:19AM Page 12 Job Name: Viasat Building 15 Build Out Remote Area Number: Remote Area #2 Date: 8/30/2011 Pipe Information Node I Elev I (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as Fitting (Foot) Pt Friction Loss Per unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow Actual ID Total (Foot) Friction(Pf) 127 12-21/2 4 10-6 120 23.529 0.000 131 1221/z 75.14 4.3100 0.001546 0.016 10-6 131 12'-2/2 4 11-3 120 23.545 0.000 134 1221/2 61.90 4.3100 0.001080 11-3 0.012 134- 12-21/2 - ... 9-9 120 23.558 0.000 139 12-21/2 47.23 4.3100 0.000655 9-9 0.006 139 12-21/2 4 10-2 120 23.564 0.000 142 12-21/2 32.52 4.3100 0.000328 0.003 10-2 142 12-2% 2 (See Notes) 103'6 120 23.567 P0(10-0) 22-0 -0.199 143 12-7% 15.93 2.2030 0.002304 fE(3'-6), fT(8'-6) 125-6 0.289 23.658 Total(Pt) Route 2 2007 9-0 5.6 22.68 1 (See Notes) 7-3 120 16.398 Route 3 ..... Sprinkler, 36-0 -1.581 2107 12- 71/2 22.68 1.0490 0.164179 E(2'-O), T(5'-0), P0(5-0), fd(24 -0) 43-3 7.103 2107 12-7% 12.17 2 11-3% 120 21.921 Flow (q) from Route 36 0.009800 2106 12-7% 34.85 2.2030 11-3% 0.111 2106 12-7% 22.72 2 (See Notes) 1931/2 120 22.031 Flow (q) from Route 5 22-0 0.199 103 12-2% 57.57 2.2030 0.024801 fT(8'-6), fE(3'-6), P0(10-0) 41-3% 1.024 23.254 Total(Pt) Route 3 2005 9-0 5.6 22.69 1 (See Notes) T 72 120 16.420 Route 4 ••••• Sprinkler, 36-0 I -1.581 2105 12-7% 22.69 1.0490 0.164374 E(2'-O), T(5'-O), P0(5-0), fd(24' -0) 43-2 7.095 21.934 Total(Pt) Route 2006 9-0 5.6 22.72 1 (See Notes) 7'5% 120 16.456 Route 5 ..... Sprinkler, 36-0 -1.581 2106 12- 71/2 22.72 1.0490 0.164713 E(2'-O), T(5'-0), P0(5-0), fd(24' -0) 43-5% 7.156 , © M.E.P.CAD, Inc. '1] AutoSPRINK 2018 04.2.9.0 Remote Area #2 8/30/2018 11:11:19AM Page 13 gob Name: Viasat Building 15 Build Out emote Area Number: Remote Area #2 Date: 8/30/2018 Pipe Information Elevi Flow added Fittings & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) Pt Friction Elev(Pe) _________________ (q) Equiv. Length) Fixed Pressure Losses, Elev 2 Total Flow Loss Per Unit when applicable, are added Total Friction(Pf) Node 2 (Foot) (Q) Actual ID Length (Foot) (psi) directly to (Pt) and shown as (Foot) 22.031 Total(Pt) Route 5 2011 9-0 5.6 22.88 1 (See 1001/2 120 16.699 Route 6 Sprinkler, 36-0 -1.581 Notes) 2111 127h/2 22.88 1.0490 0.166959 E(2'-O), T(5'-0), P0(5-0), fd(24' 4601% 7.685 -0) 2111 12-7% 6.22 2 (See 19'3% 120 22.803 Flow (q) from Route 45 22-0 0.199 Notes) 107 12-2% 29.10 2.2030 0.007022 fT(8'-6), fE(3'-6), P0(10-0) 4131,4 0.290. 23.292 Total(Pt) Route 6 9-0 5.6 22.93 1 (See 5-2 120 16.769 Route ..... 2010 36-0 -1.581 Notes) Sprinkler, 2110 12-7% 22.93 1.0490 0.167611 E(2'-O), T(5'-0), P0(5-0), fd(24' 41-2 6.899 -0) 2-7% 34.16 2 (See 39'7% 120 22.088 Notes) Flow (q) from Route 8 8'-6 2-7% 4412'- 57.09 2.2030 0.024423 fT(8'-6) 48-1% 1.175 7% 2 (See 0,-U 120 23.263 13-6 0.19 Notes) 105 2'-2% 30.87 2.2030 0.007829 fE(3'-6), P0(10-U) 13-6 0.106 23.567 Total(Pt) Route 7 2009 7 91-0 5.6 22.93 1 (See 4'3% 120 16.770 Route 8 ..... Sprinkler, 36-0 -1.581 Notes) 2109 1271/2 22.93 1.0490 0.167617 E(2-0), T(5'-0), P0(5-0), fd(24' 40-3% 6.751 -0) 2109 12-7% 11.22 2 15-7% 120 21.940 Flow (q) from Route 12 0.009443 2110 12-7% 34.16 2.2030 15-7% 0.148 22.088 Total(Pt) Route 8 2013 9-0 5.6 23.00 1 (See 4-9 120 16.871 Route 9 ..... Sprinkler, 40-0 -1 581 Notes) 2113 12-7% 23.00 1.0490 0.168553 3E(2'-O), T(5'-0), P0(5-0), fd(2 44-9 7.542 4-0) 2113 12-7% 17.22 2 39-4% 120 22.833 Flow (q) from Route 13 -0.000 108 127h/2 40.22 2.2030 0.U12775 39-4% 0.503 Li L@ M.E.P.CAD, Inc. 4§1AutoSPRINK 2018 04.2.9.0 Remote Area #2 8/30/2018 11:11:19AM Page 14 Job Name: Viasat Building 15 Build Out Remote Area Number: Remote Area #2 Date: 8/30/2011 Pipe Information Elev I Flow added Fittings & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) Pf Friction Elev(Pe) (q) Equiv. Length) Fixed Pressure Losses, I Elev 2 Total Flow Loss Per Unit when applicable, are added Total Friction(Pf) Node 2 (Foot) (0) Actual ID Length (Foot) (psi) directly to (Pt) and shown as (Foot) In 108 12-7% 2 (See O'O T 120 23.336 fr(8'-6) 22-0 t 0.199 Notes) 109 12-2% 16.53 2.2030 0.002467 fE(3'-6), P0(10-0) 22-0 0.054 23.589 Total(Pt) Route 9 2001 9-0 5.6 23.02 1 (See 3-7 120 16.897 Route 10 ..... Sprinkler, 36-0 -1.581 Notes) 2101 12-7% 23.02 1.0490 0.168795 E(2'-O), T(5'-0), P0(5-0), fd(24' - - - . 39-7 6.679 I 21.996 Total(Pt) Route 10 2002 9-0 5.6 23.02 1 (See 2101/2 120 16.901 ..... Route ll ..... Sprinkler, 36-0 -1.581 Notes) 2102 127h/2 23.02 1.0490 0.168832 E(2'-O), T(5-0), P0(5-0), fd(24' 38101/2 6.562 -0) 21.882 Total(Pt) Route 11 2008 9-0 5.6 23.39 i (See 3-9 120 17.453 Route 12 ..... Sprinkler, 31-0 -1.581 Notes) 2108 127h/2 23.39 1.0490 0.173921 E(2'-O), P0(5-0), fd(24'-O) 34-9 6.047 2108 12-7% 2 17-0% 120 21.920 1 0.021 0.001205 2109 12-7% 11.22 2.2030 17-0% 21.940 Total(Pt) Route 12 2012 9-0 5.6 23.44 i (See 331/2 120 17.514 Route 13••••• Sprinkler, 36-0 -1.581 Notes) 2112 12-7% 23.44 1.0490 0.174487 E(2'-O), T(5-0), P0(5-0), fd(24 39-3% 6.857 -0) 2112 12-7% 2 15-7% 120 22.791 0.002659 2113 12-7% 17.22 2.2030 15-7% 0.042 22.833 Total(Pt) Route 13 126 12-2% 99.25+20.58 4 (See 17-8 120 24.483 Route 14 ..... Notes) Flow (q) from Route 17 and 37 40-9 0.000 ________________ 130 12-2% 119.83 4.3100 0.003665 6fE(6'-9%) 58-5 0.214 130 12-2% 23.37 4 6-5 120 24.697 Flow (q) from Route 29 0.005096 133 12-2% 143.19 4.3100 6-5 0.033 /,, © M.E.P.CAD, Inc. AutoSPRINK 2018 04.2.9.0 Remote Area #2 8/30/2018 11:11:19AM Page 15 Rob Name: Viasat Building 15 Build Out emote Area Number: Remote Area #2 Date: 8/30/2018 Pipe Information E levi Flow added Fittings & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) Pt Friction Elev(Pe) (q) Equiv. Length) Fixed Pressure Losses, Elev 2 Total Flow Loss Per unit when applicable, are added Total Friction(Pt) Node 2 (Foot) (Q) Actual ID Length (Foot) (psi) directly to (Poand shown as (Foot) 1221/2 22.35 4 (See 571/2 120 24.730 (q) from Route 24 16-0 -0.000 Flow Notes) 2+12'- 2h/2 165.54 4.3100 0.006664 fT(16-0) 21-7/ 0.144 24.874 Total(Pt) Route 14 146 12'-2Y2 16.59 2 (See 1035h/2 120 23.570 Route IS ..... Flow (q) from Route 41 12-0 -0.199 Notes) 147 12-7% 16.59 2.2030 0.002482 fE(3'-6), fT(8'-6) 115-5% 0.287 147 12-7% 8.60 2 (See 1374h/2 120 23.658 _____ Flow (q) from Route 25 22-0 0.190 Notes) 149 1221/2 25.19 2.2030 0.005377 fT(8-6), fE(3'-6), P0(10-0) 15941/2 0.857 149 12-2% 24.35 4 9-6 120 24.705 Flow (q) from Route 20 0.000715 145 12-2% 49.54 43100 9-6 0.007 24.712 Total(Pt) Route 15 140 12-2% 14.70 2 (See J 13771/2 120 23.832 Route 16 ..... P0(10-0), Flow (q) from F 30-7 -0.007 Notes) Route 28 141 12-2% 25.21 2.2030 0.005385 2fEE(1'-9%), 2fE(3-6), P0(10- ______________ 168-2% 0.906 0) --7]24.731 Total(Pt) Route 16 121 12-2% 13.84 2 (See 12911/2 120 23.687 .Route 17 ..... Notes) P0(10-0), Flow (q) from 69-2 0.000 ______________ Route 43 122 12-2% 21.10 2.2030 0.003875 4fEE(1'-9%), 12fE(3-6), P0(10 198-3% 0.768 _______ ____________ '-0) 12-2% 78.14 4 10-6 120 24.456 122 Flow (q) from Route 19 0.002586 126 12-2% 99.25 4.3100 10-6 0.027 24.483 Total(Pt) Route 17 818 12-5% 32.20 2 (See 108-4 120 24.110 Route 18 ..... Flow (q) from Route 38 19,-I 0102 Notes) 137 12-3 1669 2.2030 0.002510 2fE(3-6), 2fEE(1'-g%), fT(8'-6) 127-5 0.320 12-3 15.51 2 (See 7'O 120 24.532 137 Flow (q) from Route 44 17-2 0.015 Notes) 138 12-2% 32.20 2.2030 0.008464 4fEE(1'-91/2), P0(10-0) 24-2 0.205 24.752 Total(Pt) Route 18 ,, © M.E.P.CAD, Inc. kilAutoSPRINK 2018 04.2.9.0 Remote Area #2 8/30/2018 11:11:19AM Page 16 Job Name: Viasat Building 15 Build Out Remote Area Number: Remote Area #2 Date: 8/30/20 1 Pipe Information Node I Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as flpjGiwp ,tIi.p Fitting (Foot) Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 106 12-21/2 2622 4 10-9 120 24.419 Route 19 ..... Flow (q) from Route 40 0.002 0.000220 110 12-2% 26.22 4.3100 10-9 110 12-2% 23.68 4 9-5 120 24.422 Flow (q) from Route 39 0.000725 117 122h/2 49.91 4.3100 9-5 0.007 117 12-2% 7.61 4 - - 5-6% 120 24.429 Flow (q) frôm Route 31 0.000943 118 12-2% 57.51 4.3100 0.005 118 12-2% 8.87 4 8-7% 120 24.434 Flow (q) from Route 30 0.011 0.001229 119 12-2% 66.38 4.3100 8-7% 119 12-21/2 11.76 4 6-10 120 24.444 Flow (q) from Route 23 0.001662 122 12-2% 78.14 4.3100 6-10 0.011 24.456 Total(Pt) Route 19 151 12-2% 24.35 4 T 10-6 120 24.703 Route 20 ..... Flow (q) from Route 26 0.000192 149 12-2% 24.35 4.3100 10-6 0.002 24.705 Total(Pt) Route 20 123 12-2% 2 (See Notes) T 102'11/2 120 23.451 Route 21 ..... P0(1 0'o) 8fEE(1'-91/2), 2fE(3'-6), P0(101- 0) 41-4 0.001848 -0000 124 12-2% 14.14 _______ 2.2030 143-5% 0.265 23.716 Total(Pt) Route 21 134 12- 21/2 2 (See Notes) T 100-5 120 23.558 Route 22•• P0(10-0) . 8fEE(1'-91/2), P0(10-0) 0.001977 -0000 135 12-2% 14.67 2.2030 I 134-9 0.266 23.824 Total(Pt) Route 22 116 12-6 28.24 2 (See Notes) T 70-8 120 24.196 Route 23 ..... fT(8'-6), Flow (q) from Route 27 2fEE(1'-91/2), P0(10-0) I 22-1 0.001314 0.126 _______________ 119 12-2% 11.76 2.2030 I 92-9 0.122 24.444 Total(Pt) Route 23 , © M.E.P.CAD, Inc. affl AutoSPRINK 2018 04.2.9.0 Remote Area #2 8/30/2018 11:11:19AM Page 17 Bob Name: Viasat Building 15 Build Out emote Area Number: Remote Area #2 Date: 8/30/2018 Pipe Information E levi Flow Fittings & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) Pf Friction Elev(Pe) ________________ (q) Equiv. Length) Fixed Pressure Losses, Elev 2 Total Flow Loss Per Unit when applicable, are added Total Friction(Pf) Node 2 (Foot) (Q) Actual ID Length (Foot) (psi) directly to (Pt) and shown as I (Foot) 132 1221/2 13.24 2 (See 151'-51/2 120 23.810 Route 24•••• Notes) P0(10-0), Flow (q) from 62-2 0.000 _______________ Route 34 133 12-2% 22.35 2.2030 0.004307 4fEE(1-9%), 10fE(3'-6), P0(10 213-7% 0.920 -0) ________ _ 24.730 Total(Pt) Route 24 144 12-2% 937 4 9-6 120 23.837 Route 25 ..... Flow (q) from Route 1 - 0.000336 148 122h/2 32.95 4.3100 9-6 0.003 148 12-2% 2 (See 00 120 23.841 P0(10-0) 22-0 -0.199 Notes) 147 12-7% 8.60 2.2030 0.000737 fE(3'-6), ff(8-6) 22-0 0.016 23.658 Total(Pt) Route 25 148 12-2% 8.60 4 (See 10-6 120 23.841 Route 26 ..... Flow (q) from Route 25 20-0 Notes) 150 12-2% 24.35 4.3100 0.000192 P0(20-0) 30-6 0.006 150 12-2% 2 (See 1374h/z 120 23.846 34-0 -0.009 Notes) 151 24.35 2.2030 0.005049 2fE(3'-6), 2fT(8-6), P0(10-0) 171-4% 0.865 24.703 Total(Pt) Route 26 115 12-2% 2 (See 56-11 120 23.668 ..... P0(10-0) 41-7 -0.126 Notes) 116 12-6 28.24 2.2030 0.006640 2fEE(1'-9%), 8fE(3'-6) 98-6 0.654 24.196 Total(Pt) Route Total(Pt) Route 27 12-2% 2 (See 100'7 120 23.564 Route 28 ..... P0(10-0) -0.000 Notes) 0+12'- 2% 14.70 2.2030 0.001986 8fEE(1-9%), P0(10-0) 134-11 0.268 23.832 Total(Pt) Route 28 12-2% 2 (See 145-6 120 23.785 Route 29 ..... 129 48-2 0.006 Notes) 130 12-2% 23.37 2.2030 0.004679 4fEE(1'-9%), 6fE(3-6), P0(10- 193-8 0.906 0) ___ 24.697 Total(Pt) Route 29 116 12-6 28.24 2 (See 871/2 J 120 24.196 Route 30 ..... Flow (q) from Route 27 Notes) 3101 12-6 16.47 2.2030 0.002450 C(1 0'-O) 18-7% 0.046 I & © M.E.P.CAD, Inc. ffl AutoSPRINK 2018 04.2.9.0 Remote Area #2 8/30/2018 11:11:19AM Page 18 Job Name: Viasat Building 15 Build Out Remote Area Number: Remote Area #2 Date: 8/30/2011 Pipe Information Elev I Flow added Fittings & Length C Factor Total(Pt) Notes I Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) Pf Friction Elev(Pe) (q) Equiv. Length) Fixed Pressure Losses, Elev 2 Total Flow Loss Per unit when applicable, are added Total Friction(Pf) Node 2 (Foot) (Q) Actual ID Length (Foot) (psi) (psi) directly to (Pfl and shown as ) 3101 12-6 2 (See T 70'-8 120 24.242 t 13-7 0.126 Notes) 118 12-2% 8.87 2.2030 0.000779 2fEE(1-9%), P0(10-0) 84-3 0.066 24.434 Total(Pt) Route 30 3101 12-6 2 (See 75-11% 120 24.242 .••• Route 3I ..... C(1 0'-O) 27-1 0.126 Notes) 117 12-2% 7.61 2.2030 0.000587 fE(3-6), 2fEE(1-9%), P0(10-0 - - 103-0% 0.060 24.429 Total(Pt) Route 31 111 12-2% 2 (See 100-0 120 23.338 .•• Route 32 ..... P0(10-0) 34-4 -0.000 Notes) 112 12-2% 14.96 2.2030 0.002050 8fEE(1'-91/2), P0(10-0) 134-4 0.275 23.613 Total(Pt) Route 32 113 12-2% 2 (See 106-10% 120 23.388 Route 33 ..... P0(10-0) 48-4 -0.000 Notes) 114 12-2% 13.53 2.2030 0.001703 8fEE(1'-9%), 4fE(3-6), P0(10- 155-2% 0.264 0) 23.653 Total(Pt) Route 33 131 12-2% 2 (See 102'8% 1 120 23.545 Route 34 ..... P0(10-0) 58-9 t -0.000 Notes) 132 12-2% 13.24 2.2030 0.001636 6fEE(1'-9%), 8fE(3'-6), P0(10'- 161-5% 0.264 0) 23.810 Total(Pt) Route 34 127 12-2% 2 (See 102'10% T 120 23.529 Route 35 ..... P0(1 0-a) 51-9 t -0.000 Notes) 128 12-2% 13.41 2.2030 I 0.001675 6fEE(1'-9%), 6fE(3'-6), P0(10'- 154-7% 0.259 0) 23.788 Total(Pt) Route 35 2108 12-7% 11.22 2 0-7 T 120 21.920 Route 36 ..... Flow (q) from Route 12 0.001400 2107 12-7% 12.17 2.2030 0-7 0.001 21.921 Total(Pt) Route 36 125 12-2% 2 (See 138-10 T 120 23.713 Route 37 ..... P0(1 0-a) 694 1 0.000 Notes) 126 12-2% 20.58 2.2030 I 0.003699 8fEE(1'-g%), 10fE(3'-6), P0(10 208-2 0.770 '-0) 24.483 Total(Pt) Route 37 , © MEP.CAD, Inc. MAutoSPRINK 2018 04.2.9.0 Remote Area #2 8/30/2018 11:11:19AM Page 19 gob Name: Viasat Building 15 Build Out emote Area Number: Remote Area #2 Date: 8/30/2018 Pipe Information E lev l Flow Fittings & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) Pf Friction Elev(Pe) ________________ (q) Equiv. Length) Fixed Pressure Losses, Elev 2 Total Flow Loss Per Unit when applicable, are added Total Friction(Pf) Node 2 (Foot) (Q) Actual ID Length (Foot) (psi) directly to (Pt) and shown as (Foot) I 136 12-2% 2 (See 26 ' 7% 120 23 . 824 ••• Route 38 ..... P0(10-0) 22-1 -0.126 Notes) 818 12-5% 32.20 2.2030 0.008464 2fEE(1'-91/2), fl(8'-6) 48-8% 0.412 24.110 Total(Pt) Route 38 108 12-7% 16.53 2 (See J 140'4% 120 23.336 Route 39 ..... Flow (q) from Route 9 t 44-7 0.199 Notes) 12-2% 23.68 2.2030 0.004796 2fT(8-6), 4fE(3-6 0.004796 184'-11'/2 0.887 110 ), P0(10-U) - 24.422 Total(Pt) Route 39 1271/2 2 (See 127-9 120 23.263 Route 40 ..... 104 fT(8-6) 37-8 0.199 Notes) 106 12-21/2 26.22 2.2030 0.005790 4fEE(1-9%), fr(8'-6), fE(3-6), 0.958 165-5 P0(10-0) 24.419 Total(Pt) Route 40 f142 712'-2% 15.93 4 (See J 9'6 120 23.567 Route 41 ..... Flow (q) from Route 2 20-0 0.000 Notes) 146 12-2% 16.59 4.3100 0.000095 P0(20-U) 1 29'-6 0.003 23.570 Total(Pt) Route 41 2103 12-7% 1232 2 T 7-2% 120 21.857 Route 42 ..... Flow (q) from Route 2 1 0.001023 2104 12-7% 10.27 2.2030 7'-2% 0.007 21.864 Total(Pt) Route 42 120 12-2% 2 (See I 1011 1 120 23.422 ..... P0(10-0) -0.000 Notes) 121 12-2% 13.84 22030 0.001775 8fEE(1'-9%), 4fE(3'-6), P0(10- J 149-5 0.265 _______ 0) 23.687 Total(Pt) Route 43 Total(Pt) Route 818 12-5% 32.20 2 (See T 107'11 120 24.110 Route 44 ..... Notes) fT(8-6), Flow (q) from Route 38 38-1 0.102 ________________ 12-3 15.51 2.2030 0.002191 5fE(3-6), 2fEE(1-9%), fT(8-6) 137 146-0 0.320 24.532 Total(Pt) Route 44 2112 1271/2 1722 2 } 28-11 120 22.791 Route 45 ..... Flow (q) from Route 13 0.000 2111 12-7% 6.22 2.2030 0.000404 28-11 0.012 22.803 Total(Pt) Route 45 (/?,, © M.E.P.CAD, Inc. MJ11 AutoSPRINK 2018 04.2.9.0 Remote Area #2 8/30/2018 11:11:19AM Page 20 Job Name: Viasat Building 15 Build Out Remote Area Number: Remote Area #2 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) Actual Inside Diameter 4.87 I = Factor Schedule 40 Steel Pipe Inside Diameter J , © M.E.P.CAD, Inc. AutoSPRINK 2018 04.2.9.0 Date: 8130/2011 Value Multiplier Value OfC 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 I I I I I I I I I I I I I I I Remote Area #2 8/30/2018 11:11:19AM Page 21 I ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 11W Elbow Ee2 22W Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LIE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PlV Post Indicating Valve P0 Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer - T Tee Flow Turn 90° - - - - Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap — — — — — — — — — — — — — — — — — — — Hydraulic Graph Job Name: Viasat Building 15 Build Out N 1.85 Remote Area Number: Remote Area #2 Date: 8/30/2018 150 CL 60 90 a 135 120 105 75 30 15 0 0900 1800 2700 Water Supply Summary Sheet Node: 1 Available Static Pressure 397.80 Supply 109.000 ci 108.915- 7.80 c 49.469 - System demand curve 111111111 111111111 IlIllillI 111111111 1111111 I 11111 II I I I I I 3600 5400 4500 6300 Flow - gpm 7200 8100 9000 ,©M.E.P.CAD, Inc. iF AutoSPRINK 2018 v14.2.9.0 8/30/2018 11:11:14AM Paqe2 Hydraulic Calculations for Project Name: Viasat Building 15 Build Out Location: 2436 Town Garden Road, Carlsbad, CA 92009, Drawing Name: 2nd Floor Piping Hangers Calculation Date: 8/30/2018 Design Remote Area Number: Remote Area #3 Remote Area Location: First Floor Overhead Shell Occupancy Classification: Ordinary Group II Commodity Classification: Ordinary Hazard Occupancy II (Unused Attic Area) Density: 0.200gpm/ft2 Area of Application: 1500.00ft2 (Actual 1563.92ft2) Coverage per Sprinkler: 130.00ft2 Type of sprinklers calculated: Upright No. of sprinklers calculated: 18 In-rack Demand: N/A gpm at Node: N/A Hose Streams: - -- 0.0 gprñ at Node: - 1 Type: -- Allowance at Source 250.00 at Node: 6 Tvne: Hose Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 752.47 @ 83.186 Type of System: Wet System Volume of Dry or PreAction System: N/A Name of Contractor: Address: Phone Number: Name of designer: Authority Having Jurisdiction: Notes: Automatic peaking results Left: N/A Right: N/A © M.E.P.CAD, Inc. AutoSPRlNK 2018 04.2.9.0 Remote Area #3 8/30/2018 4:46:42PM I III I Hydraulic Summary Job Number: 3502 Reoort Descriotion: Ordinary GrouD II (Remote Area #3) 8/30/2018 4:47:02PM Page 1 ©M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 Job Job Number 3502 Circuit Descnptlon Job borne: Viasat Building 15 Build Out State Ceryticaliorciuiconso Number Address 1 2436 Town Garden Road AHJ Address 2 Carlsbad, CA 92009 Part Description Address 3 Drawing some 2nd Floor Piping Hangers System Remote Area(s) Most Demanding Sprinkler Data 5.6 K-Factor 28.00 at 25.000 Occupancy Ordinary Group II J. Suffix 7AecwancoAtSource .00 Density 0.200gpm/1t2 AreactApplicayen 1500.00ft2 (Actual 1563.92ft2) Additional Hess Supplies Part Number Hose At Node 6 Flow(gpm) 250.00 Number Of Sprinklers Calculated Coverage Per Sprinkler 130 Aa2 AutoPeek ROeulr5 Pressure For Remote Area(s) Adjacent To Most Remote Area Total Heed Streams 250.00 System Frew Demand 752.47 Total VlNtor Required (Including Hess Allowance) 752.47 Maximum Pressure Unbalance In Loops 0.000 Maoimum Velocity Above Ground 11.05 between nodes 153 and 262 Maximum Velocity Under Ground 8.89 between nodes 5 and 6 Volume capacity of Wnr Pipes 3745.27ga1 Volume capacity of Dry Pipes Supplies art Numbe Name Hose Flow (gpm) Static (psi) Residual (psi) Flow (gpm) Available (psi) @ Total Demand (gpm) Required (psi) . Safety Margin (psi) 1 Water Supply 109.000 101.000 4635.00 108.723 752.47 83.186 25.537 Contractor Contractor Number Contact Some Conreur Title Name etControcrer; Phone Ecrennion Address t FAX Address 2 E-mail Address 3 Vilnb.oile 1 I I I [1 I I III I I I I 'Ii I I I I IN ISummary Of Outflowing Devices Job Number: 3502 Report Description: Ordinary Group II (Remote Area #3) Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Hose 6 250.00 250.00 0 57.447 Sprinkler 3001 28.08 21.00 5.6 25.136 Sprinkler 3002 27.98 21.00 5.6 24.963 Sprinkler 3003 27.95 20.00 5.6 24.919 Sprinkler 3004 27.96 19.50 5.6 24.921 Sprinkler 3005 28.00 19.50 5.6 24.995 Sprinkler 3006 27.76 26.00 5.6 24.576 Sprinkler 3007 27.61 18.00 5.6 24.315 Sprinkler 3008 27.54 21.00 5.6 24.193 Sprinkler 3009 27.38 20.00 5.6 23.906 Sprinkler 3010 27.55 14.82 5.6 24.208 Sprinkler 3011 27.62 26.00 5.6 24.326 Sprinkler 3012 28.05 26.00 5.6 25.085 Sprinkler 3013 27.97 18.00 5.6 24.945 Sprinkler 3014 27.95 25.66 5.6 24.910 Sprinkler 3015 27.95 14.82 5.6 24.914 c' Sprinkler 3016 28.00 28.00 5.6 25.000 Sprinkler 3017 28.56 20.19 5.6 26.001 - Sprinkler 3018 28.56 - .25.00 5.6 26.009 - Most Demanding Sprinkler Data (,©M.E.P.CAD, Inc. AutoSPRlNK2018v14.2.9.0 8/30/2018 4:46:45PM Page 3 0 I Job Name: Viasat Building 15 Build Out Remote Area Number: Remote Area #3 Date: 8/30/2018 Supply Analysis art Numb Name Static (psi) Residual Flow (psi) ailable Total Demand Av (gpm) (psi) (gpm) Required Pressure (psi) Water Supply 109.000 101.000 1 4635.00 108.723 752.47 83.186 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 218 26 -7 31.817 219 26-7 29.130 220 26-6% 29.890 221 27-2 29.656 222 26-8 29.862 223 26-9 31.784 224 2681/2 29.159 225 26-11 31.766 226 27-5 29.712 227 26-101/2 29.940 228 26-101/2 29.921 229 26-11 29.179 230 27-1% 29.177 231 2771/2 29.664 232 27-1 29.858 233 27-1% 31.775 234 27-1% 29.242 235 27-7% 29.688 236 27-1 29.887 &© M.E.P.CAD, Inc. 4AutoSPRINK 2018 04.2.9.0 8/30/2018 4:46:47PM Page 4 Job Name: Viasat Building 15 Build Out Remote Area Number: Remote Area #3 Date: 8/30/2018 1 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 237 27-1% 31.615 238 26-101/2 29.391 239 27-41/2 29.786 240 26-10 29.999 241 26-10% 31.586 242 26-8 29.534 243 27-2 29.905 244 26-7% 30.115 245 26-8 31.588 246 26-5% 29.646 247 26-11% 30.000 248 26-5 30.213 249 26-5% 31.615 250 26-3 29.753 251 26-111/2 29.998 252 26-2% 30.311 253 26-3 31.665 254 26-1 29.831 255 26-0% 29.853 256 26-9 30.090 257 26-0 30.406 258 26-1 31.723 259 26-0% 31.732 ,© M.E.P.CAD, Inc. IAutoSPRINK 2018 04.2.9.0 8/30/2018 4:46:47PM Page 5 Job Name: Viasat Building 15 Build Out Remote Area Number: Remote Area #3 I I I I I I I Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 260 2591/2 30.497 261 25-10 31.817 262 27-2% 32.162 3101 26-10% 27.497 3102 26-101/2 27.310 3103 26-101/2 27.262 3104 26-101/2 27.263 3105 26-10% 27.343 3107 27-1 26.608 3110 27-1 26.492 3113 2731/2 27.290 3115 27-3% 27.257 3117 2721/2 28.639 4101 27-1 26.890 4103 27-1 26.476 4104 27-1 26.620 4107 27-3% 27.441 4108 2731/2 27.252 4109 27-3% 27.349 4113 27-2 28.657 1 -6-0 Supply 83.186 752.47 6 -6-0 57.447 250.00 3001 2721/2 Sprinkler 25.136 28.08 Date: 8/30/2018 (,© M.E.P.CAD, Inc. 4flAutoSPRINK 2018 04.2.9.0 8/30/2018 4:46:47PM Paqe 6 Job Name: Viasat Building 15 Build Out Remote Area Number: Remote Area #3 Date: 8/30/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 3002 27-21/2 Sprinkler 24.963 27.98 3003 27-2% Sprinkler 24.919 27.95 3004 27-2% Sprinkler 24.921 27.96 3005 272h/2 Sprinkler 24.995 28.00 3006 27-5 Sprinkler 24.576 27.76 3007 27-5 Sprinkler 24.315 27.61 3008 27-5 Sprinkler 24.193 27.54 3009 27-5 Sprinkler 23.906 27.38 3010 27-5 Sprinkler 24.208 27.55 3011 27-5 Sprinkler 24.326 27.62 3012 27-7 Sprinkler 25.085 28.05 3013 27-7 Sprinkler 24.945 27.97 3014 27-7 Sprinkler 24.910 27.95 3015 27-7 Sprinkler 24.914 27.95 3016 27-7 Sprinkler 25.000 28.00 3017 27-10 Sprinkler 26.001 28.56 3018 27-10 Sprinkler 26.009 28.56 2 -6-0 83.084 3 -6-0 82.621 4 -6-0 73.854 5 -6-0 73.575 7 4-0 55.314 153 11-3% 48.210 &© M.E.P.CAD, Inc. 4AutoSPRlNK 2018 04.2.9.0 8/30/2018 4:46:47PM Page 7 Job I I I I I I Remote Name: Viasat Area Number: Building 15 Remote Build Out Area #3 Node Number Elevation (Foot) Node Typ 154 0-6 Gauge 201 25-10 202 26-6% 203 25-10 204 26-9 205 26-0% 32.011 206 2601/2 29.049 207 26-9 29.563 208 2601/2 209 26-3 210 26-11% 29.544 211 26-3 29.942 212 26'-3 31.927 213 26-5% 29.091 214 26-5 29.922 215 26-3% 216 26-9 217 26-5% 31.856 e Pressure at Discharge at Notes Node Node (psi) (gpm) 53.216 29.122 29.649 30.096 29.686 30.012 29.034 29.929 31.332 Date: 8/30/2018 I I I I © M.E.P.CAD, Inc. jAutoSPRINK 2018 04.2.9.0 8/30/2018 4:46:47PM Page 8 Job Name: Viasat Building 15 Build Out Remote Area Number: Remote Area #3 Date: 8/30/201 Pipe Information Elev I Flow added Fittings & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) Equiv. ___________ Pt Friction Elev(Pe) (q) Length) Fixed Pressure Losses, Node 2 Elev 2 Total Flow Actual ID Length Loss Per Unit (psi) when applicable, are added Total (Foot) (Q) (Foot) Friction(Pt) directly to (Pt) and shown as (Foot) 3016 27'-7 5.6 28.00 i (See 0-8 120 25.000 •••• Route I Sprinkler, 10-0 0.132 Notes) 4109 273h/2 28.00 1.0830 0.207613 T(5'-0), P0(5-0) 10-8 2.217 4109 27-3% 35.18 2 (See 667 120 27.349 Flow (q) from Route 5 4-0 0.145 Notes) 210 26-111/2 63.18 2.2030 0.029460 2Ee2(2-0) 69-7 2.050 210 26-111/2 - 2 (See - 130'11% 120 - 29.544 32-0 0.307 Notes) 212 26-3 40.16 2.2030 0.012739 4LtE(3'-O), T(10'-O), P0(10-0) 162-11% 2.076 212 26'3 45.14 4 10-2 120 31.927 Flow (q) from Route 2 -0.091 217 26-5% 85.30 4.3100 0.001954 10-2 0.020 217 26-5% 20.51 4 6-4 120 31.856 Flow (q) from Route 53 -0.057 218 26-7 105.81 4.3100 0.002912 6-4 0.018 218 26-7 22.39 6-10 120 31.817 Flow (q) from Route 43 -0.061 223 26-9 128.20 4.3100 0.004153 6-10 0.028 223 26-9 36.77 7-10 120 31.784 Flow (q) from Route 6 -0.070 225 26-11 164.96 4.3100 0.006621 7-10 0.052 225 26-11 38.65 10-6 120 31.766 Flow (q) from Route 26 -0.094 233 27-1% 203.61 4.3100 0.009773 10-6 0.103 233 27-1% 37.40 4 (See 9'7 120 31.775 Flow (q) from Route 3 22-9% -0.045 Notes) 262 27-2% 241.01 4.3100 0.013351 fE( 6'-91/2), fT(16'-O) 32-4% 0.432 262 27-2% 261.46 4 (See 6611 120 32.162 Flow (q) from Route 19 109-11 6.900 Notes) 153 11-3% 502.47 4.3100 0.051976 10fE(6-9%), 2fT(16'-O), fE(10'- 176-0 9.149 0) 153 11-3% 6 (See 15'5 120 48.210 25-2 4.688 Notes) 154 0-6 502.47 6.3570 0.007832 2fE(12'-7), BOR 40-7 0.318 , © M.E.P.CAD, Inc. AutoSPRINK 2018 04.2.9.0 Remote Area #3 8/30/2018 4:46:49PM Page 9 gob Name: Viasat Building 15 Build Out emote Area Number: Remote Area #3 Date: 8/30/2018 Pipe Information Node I Elev I (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as n3fis, Fitting (Foot) Pf Friction Loss Per unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 154 0-6 6 (See Notes) 9'6 140 53.216 LtE(14'-2) 14-2 0.006249 1.951 7 4-0 502.47 6.2800 23-8 0.148 7 4-0 6 (See Notes) 104'8 150 55.314 21-tE(11'-8), T(38-11%) 62-4 0.007578 0.867 6 -6-0 502.47 5.8800 167-0 1.266 6 -6-0 250.00 6 (See Notes) 789'T 150 57.447 - 41-tE(11'-8), CV(-2.000), PIV(3'- 101/2),_GV(3'-101/2),_T(38'-ll%) 93'-6 0.015996 5 -6-0 752.47 5.8800 883-2% 16.128 5 -6-0 8 (See Notes) 48 7 h/2 150 73.575 LtE(16'-7) 16-7 0.004275 4 -6-0 752.47 7.7100 65-21/2 0.279 4 -6-0 8 (See Notes) 17'O 140 73.854 3LtE(22'-O%), BFP(-8.500) 66-2 0.003218 0.000 3 -6-0 752.47 8.3900 83-2 8.768 3 -6-0 8 (See Notes) 58'6% 150 82.621 GV(5'-111/2), T(44'-8) 0.004275 -0.000 2 -6-0 752.47 7.7100 108-4 0.463 2 -6-0 12 (See Notes) 1169 150 83.084 2EE(15'-1 ), GV(6'-l11/2), S 37-1% 0.000661 1 -6-0 752.47 11.3100 153-101/2 0.102 0.00 83.186 Hose Allowance At Source Total(Pt) Route 1 1 752.47 3011 27-5 5.6 27.62 i (See Notes) 0-8 120 24.326 Route 2 ..... Sprinkler, T(5'-O), P0(5-0) 10-0 0.202432 0.132 4104 27-1 27.62 1.0830 10-8 2.162 4104 27-1 41.91 2 (See Notes) 667 120 26.620 Flow (q) from Route 7 2Ee2(2'-O), T(1 0'-O) 14-0 0.035169 0.145 207 26-9 69.53 2.2030 79-7 2.799 207 26-9 2 (See Notes) 9'111/2 120 29.563 T(1 0'-O) io'-o 0.006109 0.000 204 26-9 26.99 2.2030 19-11% 0.122 , © M.E.P.CAD, Inc. J AutoSPRINK 2018 04.2.9.0 Remote Area #3 8/30/2018 4:46:49PM Page 10 Job Name: Viasat Building 15 Build Out Remote Area Number: Remote Area #3 Date: 8/30/2011 Pipe Information Node I Elev I (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as Fitting (Foot) Pt Friction Loss Per unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 204 26-9 18.15 2 (See Notes) 107'7 120 29.686 Flow (q) from Route 12 1(10-0), P0(10-0) 20-0 0.015817 0.307 205 26-0% 45.14 2.2030 127-7 2.018 205 26-0% 4 101-0 120 32.011 0.000602 -0.090 212 26-3 45.14 4.3100 10,-a 0.006 31.927 Total(Pt) Route 2 3006 27-5 5.6 27.76 1 (See Notes) 0-8 120 24.576 Route 3 Sprinkler, T(5'-0), P0(5-0) 0.204352 0.132 4101 27-1 27.76 1.0830 10-8 2.182 4101 27-1 68.18 2 (See Notes) 69 120 26.890 Flow (q) from Route 10 T(10'-O), P0(10-0) 20-0 0.063815 0.452 206 26-0% 95.95 2.2030 26-9 1.708 206 26- 0% 79.51 4 10-0 120 29.049 Flow (q) from Route 8 0.007421 -0.090 209 26-3 175.45 4.3100 10-0 0.074 209 26-3 76.74 4 10-2 120 29.034 Flow (q) from Route 4 0.014519 -0.091 213 26-5% 252.19 4.3100 10-2 0.148 213 26-5% 16.92 4 5-4% 120 29.091 Flow (q) from Route 14 0.016373 -0.048 219 26-7 269.11 4.3100 5-4% 0.088 219 26-7 4 6-0% 120 29.130 0.013639 -0.054 224 26-8% 243.80 4.3100 6-0% 0.082 224 26- 8% 4 9-7% 120 29.159 0.011079 -0.086 229 26-11 217.90 4.3100 0.107 229 26-11 4 10-6 120 29.179 0.008742 -0.094 230 27-1% 191.70 4.3100 10-6 0.092 230 27-1% 2 (See Notes) 108'5% 120 29.177 T(10'-O), 2EE(2-0), 4LtE(3'-O) 36-0 0.004890 -0.220 231 I 27-7% I 23.93 2.2030 I r 144-5% 0.706 ,,©M.E.P.CAD, Inc. M Auto SPRlNK2O18v14.2.9.O Remote Area #3 8/30/2018 4:46:49PM Page 11 U IJob Name: Viasat Building 15 Build Out Remote Area Number: Remote Area #3 Date: 8/30/2018 Pipe Information Node I E lev l (Foot) K-Factor Flow this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID _______ ___ Total (Foot) Friction(Pf) 231 27-7% 13.46 2 (See Notes) 126'41/2 J 120 29.664 Flow (q) from Route 28 43-0 I 0.220 233 27l1/2 37.40 2.2030 0.011166 5LtE(3'-0), 4EE(2-0), T(10-0), P0(10-0) 169-4% 1.891 ________ 31.775 Total(Pt) Route 3 3012 27-7 5.6 28.05 1 (See Notes) 0-8 120 25.085 Route 4 ..... Sprinkler, 10-0 0.132 4107 27-3% 28.05 1.0830 0.208267 T(5'-O), P0(5-0) 10-8 2.224 4107 27-3% 48.69 2 (See Notes) 7'O% 120 27.441 Flow (q) from Route 16 20-0 0.452 209 26-3 76.74 2.2030 0.042214 T(10'-O), P0(10-0) 27-0% 1.141 29.034 Total(Pt) Route 4 3014 27-7 5.6 27.95 1 (See Notes) 0'8 120 24.910 Route 5 ..... Sprinkler, 10-0 0.132 4108 27-3% 27.95 1.0830 0.206922 T(5'-0), P0(5-0) 10-8 2.210 4108 27-3% 2 8-5 120 27.252 0.000 3115 2731/2 7.23 2.2030 0.000534 8-5 0.004 3115 273h/2 27.95 2 9-4 120 27.257 _____ Flow (q) from Route 18 0.000 4109 2731/2 35.18 2.2030 0.009972 9-4 0.093 27.349 Total(Pt) Route 5 3018 27-10 5.6 28.56 1 (See Notes) 1-0 120 26.009 Route 6 ..... Sprinkler, 10-0 0.277 4113 27-2 28.56 1.0830 0.215353 T(5-0), P0(5-0) 11-0 2.372 4113 27-2 11.63 2 (See Notes) 4671/ 120 28.657 Flow (q) from Route 51 27-0 0.326 214 26-5 40.19 2.2030 0.012760 2EE(2'-O), T(10'-O), LtE(3'-O), P0(10-0) 737% 0.939 214 26-5 64.96 4 5-4% 120 29.922 Flow (q) from Route 23 -0.048 220 266h/2 105.16 4.3100 0.002878 0.015 220 26-6% 25.31 4 6-0% 120 29.890 Flow (q) from Route 50 -0.054 222 26-8 130.47 4.3100 0.004290 601/2 0.026 ii ©M.E.P.CAD, Inc. AutoSPRlNK 2018 v14.2.9.O Remote Area #3 8/30/2018 4:46:49PM Page 12 Job Name: Viasat Building 15 Build Out Remote Area Number: Remote Area #3 Date: 8/30/2018 Pipe Information Elev I Flow added Fittings & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) ___________ Pf Friction Elev(Pe) (q) Equiv. Length) Fixed Pressure Losses, Elev 2 Total Flow Loss Per Unit when applicable, are added Total Friction(Pf) Node 2 (Foot) Actual ID Length (Foot) (psi) directly to (PQ and shown as (Foot) . najtha 222 26-8 2 (See 0'6 120 - 29.862 P0(10-0) 13-0 -0.221 Notes) 221 27-2 10.86 2.2030 0.001134 LtE(3'-O) 13-6 0.015 221 27-2 25.91 2 (See 138'5% 120 29.656 Notes) T(10'-O), Flow (q) from Route 49 41-0 0.187 223 26-9 36.77 2.2030 0.010820 3LtE(3'-O), 6EE(2'-O), P0(10-U 179-5% 1.942 - .................- 31184 Total(Pt) Route 71 3008 27-5 5.6 27.54 1 (See 01 8 120 24.193 Route ..... Sprinkler, 10-0 0.132 Notes) 4103 27-1 27.54 1.0830 0.201405 T(5'-0), P0(5-0) 10-8 2.151 4103 27-1 2 8-5 120 26.476 -0.000 3110 27-1 14.35 2.2030 0.001899 0.016 3110 27-1 27.55 2 9-4 120 26.492 Flow (q) from Route 17 0.000 4104 27-1 41.91 2.2030 0.013785 9-4 0.128 26.620 Total(Pt) Route 7 3002 27-2% 5.6 27.98 1 (See 0-8 120 24.963 Route 8 ..... 101-0 0.132 Notes) Sprinkler, 3102 26-101/2 27.98 1.0830 0.207330 T(5-0), P0(5-0) 10-8 2.214 3102 26-101/2 23.45 2 9-4 120 27.310 Flow (q) from Route 11 -0.000 3101 26-10% 51.43 2.2030 0.020133 9-4 0.187 3101 26-101/2 28.08 2 (See 6'O% 120 27.497 Flow (q) from Route 9 20-0 0.452 Notes) 201 25-10 79.51 2.2030 0.045072 T(10'-O), P0(10-0) 26-0% 1.173 201 25-10 4 10-0 120 29.122 -0.090 206 26-0% 79.51 4.3100 0.001716 10,-U 0.017 29.049 Total(Pt) Route 8 3001 27-2% 5.6 28.08 1 (See 01 8 120 25.136 Route 9 ..... 0.132 Notes) Sprinkler, 3101 26-101/2 28.08 1.0830 0.208661 T(5'-0), P0(5-0) 10-8 2.228 (,©M.E.P.CAD, Inc. 41fiAutoSPRINK 2018 04.2.9.0 Remote Area #3 8/30/2018 4:46:49PM Page 13 ob Name: Viasat Building 15 Build Out emote Area Number: Remote Area #3 Date: 8/30/2018 Pipe Information E levi Flow added Fittings & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) Pt Friction Elev(Pe) (q) Equiv. Length) Fixed Pressure Losses, Elev 2 Total Flow Loss Per unit when applicable, are added Total Friction(Pf) Node 2 (Foot) (Q) Actual ID Length (Foot) (psi) directly to (P0 and shown as (Foot) 27.497 j Total(Pt) Route 9 3009 27-5 5.6 27.38 1 (See 2-3 120 23.906 10 ..... Sprinkler, io'-o 0.132 Notes) 27-1 27.38 1 0830 0.199198 T(5'-O), P0(5-0) 12-3 2.438 #3107 27-1 14.35 2 10-2% 120 26.476 Flow (q) from Route 7 -0.000 27-1 40.57 2.2030 0.012983 .Route 10-2% 0.133 3107 27-1 27.61 2 8-4 120 26.608 Flow (q) from Route 15 -0.000 4101 27-1 68.18 2.2030 0.033923 8-4 0.282 26.890 Total(Pt) Route 10 3003 2721/2 5.6 27.95 i (See 0-8 120 24.919 Route 11 ..... Sprinkler, 10-0 0.132 Notes) 3103 26-10% 27.95 1.0830 0.206989 T(5-0), P0(5-0) 10-8 2.211 3103 26101/2 2 1021/2 120 27.262 -0.000 3102 26-101/2 23.45 2.2030 0.004709 102h/2 0.048 27.310 Total(Pt) Route 11 272h/2 5.6 27.96 i (See O'8 120 24.921 Route 12 ..... Sprinkler, 10-0 0.132 Notes) #310426-101/2 26-10% 27.96 1.0830 0.207003 T(5'-O), P0(5-0) 10-8 2.211 4.50 2 9-4 120 27.263 Flow (q) from Route 55 0000 26-10% 32.46 22030 0.008593 9-4 0.080 #20226-61/2 26101/2 28.00 2 (See 65'-7 120 27.343 Flow (q) from Route 13 14-0 0.145 Notes) 60.46 2.2030 0.027155 2Ee2(2'-O), T(1 0'-O) 79-7 2.161 202 26-6% 2 (See 20-0 120 29.649 T(1 0'-O) 23-0 -0.090 Notes) 204 26-9 18.15 2.2030 0.002931 LtE(3'-O), T(10'-O) 43-0 0.126 - 29.686 Total(Pt) Route 12 I ,, © M.E.P.CAD, Inc. AutoSPRINK 2018 04.2.9.0 Remote Area #3 8/30/2018 4:46:49PM Page 14 Job Name: Viasat Building 15 Build Out Remote Area Number: Remote Area #3 Date: 8/3012011 Pipe Information Elev I Flow added Fittings & Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) Pt Friction Elev(Pe) Loss Per Unit (q) Equiv. Length) Fixed Pressure Losses, 1 Elev 2 Total Flow when applicable, are added Total Friction(Pt) Node 2 (Foot) (Q) Actual ID Length (Foot) (psi) (psi) directly to (Pt) and shown as ( 3005 2721/2 5.6 26.00 1 (See 0-8 120 24.995 Route 13 ..... Sprinkler, 101-0 0.132 Notes) 3105 2610h/2 28.00 1.0830 0.207571 T(5'-0), P0(5-a) 10-8 2.217 27.343 Total(Pt) Route 13 3017 27-10 5.6 28.56 1 (See 11-0 120 26.001 Route 14 ..... Sprinkler, 101-0 0.270 Notes) 3117 2721/2 28.56 1.0830 0.215294 T(5'-O), P0(5-0) - 11-0 2.368 . . - 3117 27-2% 2 (See 33'-8 120 28.639 20-0 0.314 Notes) 213 26-5% 16.92 2.2030 0.002575 T(10'-O), P0(10-0) 53-8 0.138 29.091 Total(Pt) Route 14 3007 27-5 5.6 27.61 i (See 0'8 120 24.315 Route 15 ..... Sprinkler, oo 0.132 Notes) 3107 27-1 27.61 1.0830 0.202348 T(5'-0), P0(5-0) 10-8 2.161 26.608 Total(Pt) Route 15 3013 27-7 5.6 27.97 1 (See 0-8 120 24.945 Route 16 ..... Sprinkler, oo 0.132 Notes) 3113 27-3% 27.97 1.0830 0.207194 T(5'-0), P0(5-0) 10-8 2.213 3113 27-3% 20.72 2 8-4 120 27.290 Flow (q) from Route 54 -0.000 4107 27-3% 48.69 2.2030 0.018196 8-4 0.151 27.441 Total(Pt) Route 16 3010 27-5 5.6 27.55 1 (See 0'-8 T 120 24.208 Route 17 ..... Sprinkler, 0.132 Notes) 3110 27-1 27.55 1.0830 0.201519 T(5'-0), P0(5-0) 10-8 2.152 26.492 Total(Pt) Route 17 3015 27-7 5.6 27.95 i (See 01 8 J 120 24.914 Route 18 .... . Sprinkler, 0.132 Notes) 3115 27-3% 27.95 1.0830 0.206954 T(5'-0), P0(5-0) 10-8 2.210 27.257 Total(Pt) Route 18 243 27-2 10.42+22.87 2 (See 135-9 120 29.905 Route 19••• Notes) Flow (q) from Route 21 and 37 27-0 0.217 245 26-8 33.30 2.2030 0.009008 2EE(2'-O), T(10'-0), LtE(3'-0), 162-9 1.466 P0(10-0) 0 M.E.P.CAD, Inc. M, AutoSPRINK 2018 v1 4.2.9.0 Remote Area #3 8/30/2018 4:46:49PM Page 15 IJob Name: Viasat Building 15 Build Out Remote Area Number: Remote Area #3 Date: 8/30/2018 Pipe Information E lev i Flow Fitting & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID s s Device (Foot) Fitting/Device (Equivalent (q) Fitting Length) Equiv. (Foot) Pt Friction Elev(Pe) Fixed Pressure Losses, Elev 2 Total Flow Loss Per Unit when applicable, are added Node 2 (Foot) (Q) Actual ID Length (Foot) ___ _ Total (psi) Friction(Pf) directly to (Pt) and shown as (Foot) 245 26-8 158.66 4 11-3 120 31.588 Flow (q) from Route 20 -0.101 241 26i0h/2 191.95 4.3100 0.008763 11-3 0.099 241 26-10% 33.32 4 10-6 120 31.586 Flow (q) from Route 30 -0.094 237 27-1% 225.28 4.3100 0.011784 10-6 0.124 27i1/2 3618 (See - 15-6 120 -31.615 23T . Flow (q) frOrWROüt29 Notes) 22h/2 -0.048 262 27-2% 261.46 4.3100 :38-93:'2 0.015522 fE(6'-g%), fT(16'-O) 0.594 32.162 Total(Pt) Route 19 10-6 120 29.921 Route 26-10% 119.61 4 Flow (q) from Route 52 228 -0.094 232 27-1 107.15 4.3100 0.002980 10-6 0.031 232 27-1 4 9-1 120 29.858 0.008 236 27-1 93.69 4.3100 0.002325 9-1 0.021 236 27-1 4 10-6 120 29.887 0.094 240 26-10 80.58 4.3100 0.001759 10-6 0.018 240 26-10 4 11-3 120 29.999 0.101 244 26-7% 70.64 4.3100 0.001379 11-3 0.016 244 26-71/2 4 9-9 120 30.115 0.087 26-5 60.21 4.3100 0.001026 248 9-9 0.010 248 26-5 4 10-2 120 30.213 0.091 252 26-2% 50.30 4.3100 0.000736 10-2 0.007 26-2% 2 (See 01 9 120 30.311 P0(10-0) 252 Notes) 10-0 -0.325 251 26-111/2 10.40 2.2030 0.001046 10'-9 0.011 251 26-11% 21.49 2 (See 133'7 120 29.998 __ Notes) 1(10-0), Flow (q) from Route 30-0 0.307 35 253 26-3 31.89 2.2030 0.008316 T(10'-O), P0(10-0) 163-7 1.360 ©M.E.P.CAD, Inc. iAutoSPRINK 2018 v14.2.9.0 Remote Area #3 8/30/2018 4:46:49PM Page 16 Job Name: Viasat Building 15 Build Out Remote Area Number: Remote Area #3 Date: 8/30/20181 Pipe Information i Node I El (Fo v I e ot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as I Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 253 26'-3 94.34 4 10-2 120 31.665 Flow (q) from Route 31 1 -0.091 249 26-5% 126.23 4.3100 0.004036 0.041 10-2 249 26-5% 32.43 4 9-9 120 31.615 Flow (q) from Route 22 -0.087 245 26-8 158.66 4.3100 0.006160 9-9 0.060 31.588 Total(Pt) Route 20 - - 244 267h/2 2 (See Notes) 01-0 120 30.115 Route 21 ..... P0(1 0-a) 23-0 -0.235 243 27-2 10.42 2.2030 0.001051 LtE(3'-O), T(10-0) 23-0 0.024 29.905 Total(Pt) Route 21 248 26'-5 2 (See Notes) 0-0 120 30.213 Route 22 P0(10-0) 1 23-0 -0.235 247 2611h/2 9.91 2.2030 0.000957 LtE(3'-0), T(1 0'-O) 23-0 0.022 247 26111/2 22.51 2 (See Notes) 13601/2 120 30.000 Flow (q) from Route 36 27-0 0.217 249 26-51/2 32.43 2.2030 0.008576 2EE(2-0), T(10'-O), LtE(3'-O), P0(10-0) I 16301/2 1.398 31.615 Total(Pt) Route 22 202 26-6% 18.15 2 (See Notes) 01 0 120 29.649 Route 23 ..... Flow (q) from Route 12 101-0 0.307 203 25-10 42.31 2.2030 0.014030 P0(10-0) 1 10-0 0.140 203 25-10 4 10-0 120 30.096 -0.089 1 208 2601/2 42.31 4.3100 0.000534 10-0 0.005 208 26-0% 42.53 4 101-0 120 30.012 Flow (q) from Route 25 1 -0.090 211 26-3 84.84 4.3100 0.001935 1 10-0 0.019 211 26-3 23.02 4 2'-2 120 29.942 Flow (q) from Route 24 -0.019 215 26-3% 107.87 4.3100 0.003017 2-2 0.006 215 26-3% 4 (See 260 120 29.929 13-7 -0.054 Notes) 1 214 26-5 64.96 4.3100 0.001181 2fE(6'-g%) 39-7 0.047 ©M.E.P.CAD, Inc. AutoSPRINK 2018 04.2.9.0 Remote Area #3 8/30/2018 4:46:49PM Page 17 1 IJob Name: Viasat Building 15 Build Out Remote Area Number: Remote Area #3 Date: 8/30/2018 Pipe Information E levi Flow added Fittings & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting Pt Friction Elev(Pe) (q) Length) Fixed Pressure Losses, I Elev 2 Total Flow Equiv. (Foot) Loss Per Unit ________________ when applicable, are added Total _________________ Friction(Pf) Node 2 (Foot) (Q) Actual ID Length (Foot) (psi) directly to (Pf) and shown as (Foot) 29.922 Total(Pt) Route 23 210 26111/2 2 (See OO 120 29.544 Route 24 ..... Notes) T(10-0) 20-0 0.307 211 26-3 23.02 2.2030 0.004552 P0(10-0) 20-0 0.091 --r— 29.942 Total(Pt) Route 24 207 26-9 26.99 2 (See 01.0 120 29.563 Route 25 ..... Flow (q) from Route 2 - 0.307 Notes) 208 26-0% 42.53 2.2030 0.014169 P0(10-0) 10-0 0.142 30.012 Total(Pt) Route 25 228 26-101/2 119.61 2 (See 00 120 29.921 Route 26 ..... Notes) P0(10-0), Flow (q) from 13-0 ________________ Route 52 227 26-10% 12.45 2.2030 0.001460 LtE(3'-O) 13-0 0.019 227 26101/2 2 (See 061/2 120 29.940 Notes) 20-0 -0.237 226 27-5 6.42 2.2030 0.000428 T(10'-O), C(1 0'-O) 20-6% 0.009 226 27-5 6.04+26.19 2 (See 1193 120 29.712 Notes) Flow (q) from Route 27 and 0 224 _____40 225 26-11 38.65 2.2030 0.011867 6EE(2-0), 1(10-0), LtE(3'-0), ~1"5~43 1.831 P0(10-0) 31.766 Total(Pt) Route 26 227 26-101/2 2 (See 0-0 1 120 29.940 Route 27 ..... LtE(3-0) -0.237 Notes) 23-0 226 27-5 6.04 2.2030 0.000383 T(10-0), C(10'-O) 0.009 23-0 29.712 Total(Pt) Route 27 27-1 2 (See 0-0 1 120 29.858 Route 28 ..... 232 Notes) () 23-0 1 -0.233 231 27-7% 13.46 2.2030 0.001687 LtE(3-0), T(10-0) 23-0 0.039 29.664 Total(Pt) Route 28 29.688 Route 29 ..... 235 27-7% 23.07+13.11 2 (See 1359 120 Notes) Flow (q) from Route 39 and 27-0 0.218 47 0.010505 237 27-1% 36.18 2.2030 2EE(2-0), T(10-0), LtE(3'-0), _____ 162-9 1.710 P0(10-0) 31.615 Total(Pt) Route 29 ©M.E.P.CAD, Inc. 4AutoSPRlNK2O18v14.2.9.0 Remote Area #3 8/3012018 4:46:49PM Page 18 Job Name: Viasat Building 15 Build Out Remote Area Number: Remote Area #3 Date: 8/30/2018 Pipe Information Elev I Flow added Fittings & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent (q) Fitting Length) Equiv. (Foot) Pt Friction Elev(Pe) Fixed Pressure Losses, 1 Elev 2 Total Flow Loss Per Unit when applicable, are added Node 2 (Foot) (Q) Actual ID Length (Foot) Total (psi) Friction(Pf) directly to (Poand shown as (Foot) 2naJ2tiwau2 u.n 239 27-4% 23.39 +9.94 2 (See 140'41/2 120 29.786 ••••• Route 30•••• Notes) Flow (q) from Route 38 and 35-0 0.217 46 241 26-10% 33.32 2.2030 0.009022 5LtE(3'-O), T(10'-O), P0(10-0) 175'-41/2 1.582 I 31.586 Total(Pt) Route 30 8-10% 120 31.723 •••• Route 31•"•• 258 26-1 62.12 + 32.22 4 I Flow (q) from Route 32 and -0.079 42 253 26-3 94.34 4.3100 0.002355 8-10% 0.021 31 .665 Total(Pt) Route 31 I 1-1% 120 259 26-0% 30.55 + 31.57 4 31.732 Route ..... Flow (q) from Route 33 and 1 -0.010 34 258 26-1 62.12 4.3100 0.001087 1-1% 0.001 31.723 Total(Pt) Route 32 261 25-10 30.55 4 9-10 120 31.817 Route 33 ..... -0.088 Flow (q) from Route 45 259 26-0% 30.55 4.3100 0.000292 9-10 0.003 31.732 Total(Pt) Route 33 255 260h/2 22.22 2 (See 107-9 120 29.853 Route 34 ..... Flow (q) from Route 41 Notes) 20-0 -0.307 256 26-9 22.22 2.2030 0.004262 2T(1 0'-O) I 127-9 0.544 256 26-9 9.35 2 (See 133'7 120 30.090 Notes) T(10'-O), Flow (q) from Route I 30-0 0.306 44 0.008164 259 26-0% 31.57 2.2030 T(10-0), P0(10-0) 163-7 1.335 31.732 Total(Pt) Route 34 246 26-5% 4 10-2 120 29.646 Route 35 ..... 0.091 1 250 26-3 75.93 4.3100 0.001576 10-2 0.016 250 26-3 2 (See 107'9 120 29.753 I P0(10-0) _ Notes) 30-0 -0.307 251 26-11% 21.49 2.2030 0.004007 2T(1 0'-O) 137-9 0.552 29.998 Total(Pt) Route 35 1 11-3 1 120 29.391 •••• Route 36 ..... 238 26-101/2 4 0.101 I 1 0.003750 242 26-8 121.32 4.3100 11-3 0.042 I ©M.E.P.CAD, Inc. AutoSPRINK2018v14.2.9.0 Remote Area #3 8/30/2018 4:46:49PM Page 19 Date: 8/30/2018 Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Elev(Pe) Friction(Pf) 29.534 0.087 0.025 29.646 P0(10-0) T(10-0), 2EE(2'-O) -0.217 0.571 30.000 Total(Pt) Route 36 29.534 Route 37 ..... P0(10-0) T(10-0), 2EE(2'-0) -0.217 0.588 29.905 Total(Pt) Route 37 29.242 Route 38 ..... Flow (q) from Route 56 0.094 0.055 29.391 P0(10-0) T(10-0), 2EE(2'-O) -0.218 0.613 29.786 Total(Pt) Route 38 29.242 Route 39 ..... P0(10-0), Flow (q) from Route 56 T(10-0), 2EE(2'-O), 4LtE(3-0) -0.218 0.664 29.688 Total(Pt) Route 39 29.179 ..... Route 40 ..... P0(10-0) T(10-0), 2EE(2'-O) -0.223 0.756 29.712 Total(Pt) Route 40 29.753 Route 41 ..... Flow (q) from Route 35 0.071 0.007 29.831 P0(20-0) 0.019 0.004 29.853 Total(Pt) Route 41 8/30/2016 4:46:49PM Page 20 (See 106-91/2 Notes) 24-0 13091/2 ME. 10-6 (See 106-91/2 Notes) 24-0 130-9% (See 1109-3% Notes) 36-0 145-3% (See 1106-91/2 Notes) 24-0 130-9% 7-10% 7-10% (See 2-1% Notes) 20-0 22-1% 120 0.004497 120 0.005196 120 0.004685 120 0.004568 120 0.005779 120 0.000851 120 0.000162 Remote Area #3 ob Name: Viasat Building 15 Build Out Remote Area Number: Remote Area #3 Pipe Information Elevi Flow added Fittings& Length C Factor Node I (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting (Foot) P1 Friction Loss Per Unit (q) Equiv. Elev 2 Total Flow Total Node 2 (Foot) (Q) Actual ID Length (psi) (Foot) (Foot) 242 26-8 4 9-9 120 0.002548 246 2651/2 98.44 4.3100 9-9 246 2651/2 2 (See 106'9% 120 24-0 Notes) 0.004367 247 26-11% 22.51 2.2030 I 242 26-8 2 243 27-2 22.87 2.2030 1 234 27-1% 167.77 4 238 2610h/2 144.70 4.3100 238 26-101/2 2 I 239 2741/2 23.39 2.2030 I 234 2711/2 167.77 2 235 27-7% 23.07 2.2030 I 229 26-11 2 226 27-5 26.19 2.2030 250 26-3 21.49 4 I 254 26-1 54.44 4.3100 254 26-1 4 I 255 26-0% 22.22 4.3100 , 0 M.E.P.CAD, Inc. Auto SPRINK 2018 v14.2.9.0 Job Name: Viasat Building 15 Build Out Remote Area Number: Remote Area #3 Date: 8/30/2018 Pipe Information I Node I El v1v i (Fo K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes FittinglDevice (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as 2 npj2ti*,p U2Il.fl Fitting (Foot) Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 254 26-1 2 (See Notes) 25771/2 120 29.831 Route 42 P0(10-0) 9LtE(3'-O), 2T(10-0), P0(10-0 I 67-0 0.008476 -0.859 258 26-1 32.22 2.2030 324-71/2 2.752 31.723 Total(Pt) Route 42 215 26-3% 2 (See Notes) 606h/2 120 29.929 ••••• Route 43•••• P0(10-0) 2LtE(3'-O), E(5'-O), 3T(10'-O) I I 51-0 0.014396 - -0.204 216 26-9 42.90 2.2030 111-6% 1.606 - 216 26-9 2 (See Notes) 73'-O% 120 31.332 4LtE(3'-O), P0(10-0) 22-0 0.004322 0.075 218 26-7 22.39 2.2030 95-0% 0.411 31.817 Total(Pt) Route 43 257 26-0 39.90 2 I J 0-9 120 30.406 Route 44 P0(10-0), Flow (q) from Route 48 0.009 I 10-0 0.000860 -0.325 256 26-9 9.35 2.2030 10-9 ______________ 30.090 Total(Pt) Route 44 257 26-0 39.90 4 9-10 120 30.406 Route 45 ..... Flow (q) from Route 48 0.000292 0.088 260 25-9% 30.55 4.3100 9-10 0.003 260 2591/2 2 (See Notes) 134'4 120 30.497 P0(10-0) 2T(10'-O), P0(10-0) 40-0 0.007681 -0018 261 25-10 30.55 2.2030 174-4 1.339 31.817 Total(Pt) Route 45 240 26-10 2 (See Notes) 0-0 120 29.999 ••" Route 46 LtE(3'-0), T(10-0) I 23-0 1 0.000962 -0.235 239 27-4% 9.94 2.2030 23-0 0.022 29.786 Total(Pt) Route 46 236 27-1 2 (See Notes) 00 1 120 29.887 Route 47 P0(10-0) LtE(3-0), T(10-0) I I 23-0 t 0.001607 -0.235 235 27-7% 13.11 2.2030 23-0 0.037 29.688 Total(Pt) Route 47 252 2621/2 1040 4 10-0 1 120 30.311 Route 48 ..... Flow (q) from Route 20 0.000479 0.090 257 26-0 39.90 4.3100 10-0 0.005 , © M.E.P.CAD, Inc. 41 AutoSPRINK 2018 04.2.9.0 Remote Area #3 8/30/2018 4:46:49PM Page 21 I Job Name: Viasat Building 15 Build Out Remote Area Number: Remote Area #3 Date: 8/30/2018 Pipe Information E levi Flow added Fittings & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting Pf Friction Elev(Pe) (q) Length) Fixed Pressure Losses, Elev 2 Total Flow Equiv. (Foot) Loss Per Unit when applicable, are added Total Friction(Pf) Node 2 (Foot) (0) Actual ID Length (psi) directly to (Pf) and shown as - (Foot) (Foot) 30.406 Total(Pt) Route 48 224 2681/2 2 (See 89-7 120 29.159 Route 49 ..... P0(10-0) Notes) 34-0 -0.203 221 27-2 25.91 2.2030 0.005662 2T(10-0), 2EE(2'-O) 123-7 0.700 29.656 Total(Pt) Route 49 219 26-7 2 (See 89-7% 120 29.130 .Route 50 ..... P0(10-0) Notes) 47'0 0.018 220 26-6% 2 2.2030 0.005423 2T(10'-0),2EE(2-0),LtE(3'-0), 136'-71/2 0.741 P0(10-0) 29.890 Total(Pt) Route 50 9-4 120 28.639 Route .51 ..... 3117 27 16.92 2 Flow (q) from Route 14 11.63 21/2 0.007 1 0.001288 4113 27-2 2.2030 0.012 28.657 Total(Pt) Route 51 222 26-8 10.86 4 (See T 27'7 120 29.862 Route 52 ..... Flow (q) from Route 6 Notes) 13-7 -0.091 228 26-101/2 119.61 4.3100 J 41-2 0.003653 0.150 2fE(6'-9%) 29.921 Total(Pt) Route 52 216 26-9 22.39 2 (See 76-8 120 31.332 Route 53 ..... Flow (q) from Route 43 Notes) 30-0 0.132 26-5% 20.51 2.2030 0.003677 2LtE(3-0), 2EE(2'-O), T(10'-O), 217 106-8 0.392 P0(10-0) 31.856 Total(Pt) Route 53 10-2% 120 27.252 Route 54 ..... 4108 27-3% 7.23 2 J Flow (q) from Route 5 -0.000 3113 27-3% 20.72 2.2030 10-2% 0.003746 0.038 27.290 Total(Pt) Route 54 8-5 120 27.262 Route 55 ..... 26'l O% 23.45 2 Flow (q) from Route 11 3103 0.000 3104 26101/2 4.50 2.2030 8-5 0.000223 0.002 27.263 Total(Pt) Route 55 9-0% 120 1 29.177 Route 56 ..... 230 27-1% 23.93 4 Flow (q) from Route 3 0.003 234 27 -1 % 167.77 4.3100 9-0% 0.006831 I 0.062 f, © M.E.P.CAD, Inc. JAutoSPRINK 2018 04.2.9.0 Remote Area #3 8/30/2018 4:46:49PM Page 22 Job Name: Viasat Building 15 Build Out Remote Area Number: Remote Area #3 Date: 8/30/2018 Pipe Information j Elev I Flow added Fittings & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) Pt Friction Elev(Pe) (q) Equiv. Length) Fixed Pressure Losses, I Elev 2 Total Flow Loss Per unit when applicable, are added Total Friction(Pf) Node 2 (Foot) (Q) Actual ID Length (Foot) (psi) directly to (Pt) and shown as (Foot) l.a - , 0 M.E.P.CAD, Inc. J AutoSPRINK 2018 04.2.9.0 29.242 Total(Pt) Route 56 I I I I I I I I I I 1 I I I Remote Area #3 8/30/2018 4:46:49PM Page 23 I ob Name: Viasat Building 15 Build Out emote Area Number: Remote Area #3 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) Actual Inside Diameter 4.87 ( \ =Factor Schedule 40 Steel Pipe Inside Diameter ) Date: 8/30/2018 IC Value Multiplier • Value Of C 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 b Bushing BV Butterfly Valve Cr Cross Run DPV Dry Pipe Valve Eel 11W Elbow fd Flex Drop fEE 45° FireLock(TM) Elbow fT FireLock(TM) Tee GV Gate Valve HV Hose Valve mecT Mechanical Tee P2 Pump Out PrV Pressure Relief Valve S Supply Spr Sprinkler Tr Tee Run WMV Water Meter Valve AngV Angle Valve BFP Backflow Preventer cplg Coupling DelV Deluge Valve EE 45° Elbow f Flow Device fE 90° FireLock(TM) Elbow FN Floating Node GloV Globe Valve Hose Hose LtE Long Turn Elbow P1 Pump In P0 Pipe Outlet red Reducer/Adapter SFx Seismic Flex T Tee Flow Turn 90° WirF Wirsbo I I I I I I I I I I I I , © M.E.P.CAD, Inc. AutoSPRINK 2018 04.2.9.0 Remote Area #3 8/30/2018 4:46:49PM Page 24 Job Name: Viasat Building 15 Build Out Remote Area Number: Remote Area #3 150- 135 120 105 90 :: 45 30 15 0 111111111 0900 1800 2700 iIII Water Supply Summary Sheet Node: 1 Available Supply. Static Pressure 109.000 52.47@ 108.723 4635.00 @ 101.000 75z4783.186 S stem demand curve _.LI H1111111111111111 IlIlIltIl 111111111 1111111 I II liii 111111111 I I I I I I 3600 5400 7200 4500 6300 Flow - gpm Hydraulic Graph N 185 8100 Date: 8/30/2018 9000 &E.P111Inc. Aut111NK 2iIi14.2.9 jO/20lj6:43P _Paqe I Hydraulic Calculations for Project Name: Viasat Building 15 Build Out Location: 2436 Town Garden Road, Carlsbad, CA 92009, Drawing Name: 2nd Floor Piping Hangers Design U Remote Area Number: Remote Area #4 Remote Area Location: Second Floor Pendent Heads I Occupancy Classification: Light Hazard Commodity Classification: Light Hazard Occupancy (Office Area) Density: 0.100gpmlft2 • Area of Application: 1500.00ff2 (Actual 1507.62ft2) Coverage per Sprinkler: 168.00ft2 Type of sprinklers calculated: Pendent I No. of sprinklers calculated: 15 I In-rack Demand: Hose Streams: N/A gpm at Node: N/A 0.0 gpm at Node: 1 Type: 100.00 at Node: 6 Type: Total Water Required (including Hose Streams where applicable): I From Water Supply at Node 1: 356.24 @44.191 Type of System: Wet System • Volume of Dry or PreAction System: N/A U Name of Contractor: Address: Phone Number: Name of designer: Authority Having Jurisdiction: Notes: Automatic peaking results Left: N/A Right: N/A I Calculation Date: 8/30/2018 Allowance at Source Hose I I I 1 I I © M.E.P.CAD, Inc. AutoSPRlNK 2018 04.2.9.0 Remote Area #4 8/30/2018 4:50:49PM Page 1 111 Hydraulic Summary Job Number: 3502 Rcenrtrt 1)pssrrinticn Haht Hazard (Remote Area Job Job Number 3502 Cirevit Description Job Name: Viasat Building 15 Build Out State Certi000tio,ALrcanse Number Address I 2436 Town Garden Road AHJ Address 2 Carlsbad, CA 92009 Part Desatptlon Address 3 Drawlrrg Name 2nd Floor Piping Hangers System Remote Area(s) Most Demanding Sprinkler Data 5.6 K-Factor 16.80 at 9.000 Occuparroy Light Hazard Job Suffix How AltowanceAtSourca 0.00 Density 0.loogpm/ft2 AreaotApplieatisn 1500.00ft2 (Actual 1507.62ft2) Additional Hose Supplies Part Number Hose At Node 6 Flow(cwm) 100.00 Number Of Sprinklers Calculated 15 Coverage Per Sprinkler 16800Hf2 AutePaek Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Totel Hose Streams 100.00 System Flew Demand 356.24 Total Vvbter Required induding Hose Allowance) 356.24 Maximum Pressure Unbalance In Loops 0.000 Maebeunn Velocity Above Graved 6.05 between nodes 4115 and 4015 Maximum Velocity Under Ground 4.21 between nodes 5 and 6 Volume napawty of Wet Pipes 3745.27ga1 Volume capacity of Dry Pipes Supplies art Numbe Name Hose Flow (gpm) Static (psi) Residual (psi) Flow (gpm) Available (psi) Total Demand (gpm) Required (psi) Safety Margin (psi) 1 I Water Supply 109.000 101.000 4635.00 108.931 I 356.24 44.191 64.739 Contractor Ccntraelor Number Contact Name Centect little Name of Contractor Phone ]Extension Address t FAX Addrese 2 EmaIl Address 3 Web.Slte (, ©M.E.P.CAD, Inc. LAutoSPRlNK2018v14.2.9.0 8/30/2018 4:51:14PM Page 1 Job Number: 3502 Renort Desrrintion I iciht Ha7rd (RmotA ArAa 1W 1 1111 Summary Of Outfiowing Devices JAutoSPRlNK 2018 04.2.9.0 8/30/2018 4:50:52PM Page 3 Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Hose 6 100.00 100.00 0 29.870 Sprinkler 4001 16.88 16.80 5.6 9.091 Sprinkler 4002 17.13 16.80 5.6 9.358 Sprinkler 4003 16.82 16.80 5.6 9.024 Sprinkler 4004 17.05 16.80 5.6 9.267 Sprinkler 4005 16.80 16.80 5.6 9.000 Sprinkler 4006 16.86 16.80 5.6 9.059 Sprinkler 4007 17.18 16.80 5.6 9.413 Sprinkler 4008 17.12 16.80 5.6 9.350 Sprinkler 4009 17.14 16.80 5.6 9.370 Sprinkler 4010 17.14 16.80 5.6 9.372 Sprinkler 4011 17.21 16.80 5.6 9.442 Sprinkler 4012 17.17 16.80 5.6 9.397 Sprinkler 4013 17.17 16.80 5.6 9.398 Sprinkler 4014 17.18 16.80 5.6 9.414 Sprinkler 4015 17.38 16.80 5.6 9.636 I , © M.E.P.CAD, Inc. L Most Demanding Sprinkler Data Lii I I I I I I I I I I I I I I I Job Name: \Iiasat Building 15 Build Out Remote Area Number: Remote Area #4 Date: 8/30/2018 Supply Analysis art Numbe Name Static (psi) Residual Flow (psi) @ (gpm) Available Total Demand (psi) (gpm) Required Pressure (psi) Water Supply 109.000 101.000 4635.00 108.931 356.24 44.191 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 -6-0 Supply 44.191 356.24 6 -6-0 29.870 100.00 4001 23-6 Sprinkler 9.091 16.88 4002 23-6 Sprinkler 9.358 17.13 4003 23-6 Sprinkler 9.024 16.82 4004 23-6 Sprinkler 9.267 17.05 4005 23-6 Sprinkler 9.000 16.80 4006 23-6 Sprinkler 9.059 16.86 4007 23-6 Sprinkler 9.413 17.18 4008 23-6 Sprinkler 9.350 17.12 4009 23-6 Sprinkler 9.370 17.14 4010 23-6 Sprinkler 9.372 17.14 4011 23-6 Sprinkler 9.442 17.21 4012 23-6 Sprinkler 9.397 17.17 4013 23-6 Sprinkler 9.398 17.17 4014 23-6 Sprinkler 9.414 17.18 4015 23-6 Sprinkler 9.636 17.38 2 -6-0 44.166 3 -6-0 44.050 ,© M.E.P.CAD, Inc. jAutoSPRlNK 2018 04.2.9.0 8/30/2018 4:50:54PM Page 4 I I I I I I I Date: 8/30/2018 I Job Name: Viasat Building 15 Build Out Remote Area Number: Remote Area #4 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 4 -6-0 35.482 5 -6-0 35.413 7 4-0 28.639 153 1131/2 21.867 154 0-6 Gauge 26.646 201 25-10 11.970 202 266h/2 11.877 203 25-10 12.190 204 26-9 11.798 205 2601,4 12.659 206 26-0% 11.880 207 26-9 11.743 208 26-0% 12.101 209 26-3 11.797 210 26-11% 11.679 211 26-3 12.014 212 26-3 12.571 213 26-5% 11.725 214 26-5 11.949 215 26-31/2 11.996 216 26-9 12.243 217 2651/2 12.485 218 26-7 12.433 1,,© M.E.P.CAD, Inc. 4AutoSPRINK 2018 04.2.9.0 8/30/2018 4:50:54PM Paqe 5 I I I I I I F I I I I I El El I I Job Name: Viasat Building 15 Build Out Remote Area Number: Remote Area #4 Date: 8/30/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 219 26-7 11.696 220 26-6% 11.906 221 27-2 11.644 222 26-8 11.860 223 26-9 12.380 224 26-8% 11.666 225 26-11 12.324 226 27-5 11.586 227 26-101/2 11.820 228 26-10% 11.814 229 26-11 11.610 230 27-1% 11.543 231 27-7% 11.508 232 27-1 11.729 233 27-1% 12.259 234 27-1% 11.564 235 27-7% 11.519 236 27-1 11.743 237 27-1% 12.207 238 26-10% 11.674 239 274h/2 11.614 240 26-10 11.842 241 26-101/2 12.264 ,© M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 8/30/2018 4:50:54PM Paqe 6 I Job Name: Viasat Building 15 Build Out Remote Area Number: Remote Area #4 Date: 8/30/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 242 26-8 11.788 243 27-2 11.720 244 26-7% 11.948 245 26-8 12.335 246 2651/2 11.884 247 26-111/2 11.810 248 26-5 12.038 249 2651/2 12.404 250 26-3 11.980 251 26-111/2 11.810 252 26-21/2 12.131 253 26-3 12.482 254 26-1 12.054 255 26-0% 12.073 256 26-9 11.900 257 26-0 12.222 258 26-1 12.554 259 26-0% 12.564 260 25-9% 12.311 261 25-10 12.651 262 27-2% 12.334 4101 27-1 10.718 4102 27-1 10.712 &© M.E.P.CAD, Inc. 4AutoSPRINK 2018 04.2.9.0 8/30/2018 4:50:54PM Paqe 7 Job Name: Viasat Building 15 Build Out Remote Area Number: Remote Area #4 Date: 8/30/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 4103 27-1 10.611 4104 27-1 10.597 4105 27-1 10.597 4106 27-1 10.652 4107 2731,4 11.063 4108 2731,4 11.004 4109 273h/2 11.003 4110 27-3% 11.026 4111 2721,4 11.115 4112 27-2% 11.060 4113 27-2 11.069 4114 27-2 11.091 4115 27-4 11.367 &© M.E.P.CAD, Inc. lJAutoSPRlNK 2018 04.2.9.0 8/30/2018 4:50:54PM Bob Name: Viasat Building 15 Build Out emote Area Number: Remote Area #4 Date: 8/30/2018 Pipe Information Elev I Flow added Fittings & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) ___________ Pt Friction Elev(Pe) Loss Per Unit (q) Equiv. Length) Fixed Pressure Losses, Elev 2 Total Flow when when applicable, are added To Node 2 (Foot) (Q) Actual ID Length (Foot) (Foot ) Friction(Pf) directly to (Pt) and shown as 4005 23'-6 5.6 16.80 i (See 3-1 120 9.000 Route I 36-0 -1.557 Notes) Sprinkler, 4104 27-1 16.80 1.0830 0.080693 E(2'-O), T(5'-0), P0(5-0), fd(24' 39-1 3.154 -0) 4104 27-1 2 0-4 120 10.597 0.000 4105 27-1 7.91 2.2030 0.000631 0-4 0.000 4105 27-1 17.05 2 10-4 120 10.597 Flow (q) from Route 5 0.000 4106 27-1 24.96 2.2030 0.005286 10-4 0.055 4106 27-1 16.86 2 (See 54111/2 120 10.652 Flow (q) from Route 3 14-0 0.145 Notes) 207 26-9 41.82 2.2030 0.013730 2Ee2(2'-O), 1(10-0) 68111/2 0.947 207 26-9 2 (See 9111/2 120 11.743 T(10-0) 10-0 0.000 Notes) 204 26-9 17.54 2.2030 0.002753 19-11% 0.055 204 26-9 4.88 2 (See 107'7 120 11.798 Flow (q) from Route 20 20-0 0.307 Notes) 205 260h/2 22.42 2.2030 0.004335 T(10'-O), P0(10-0) 127-7 0.553 205 26- 0% 4 10-0 120 12.659 -0.090 212 26-3 22.42 4.3100 0.000165 10-0 0.002 212 26-3 20.24 4 10-2 120 12.571 Flow (q) from Route 8 -0.091 217 26-5% 42.67 4.3100 0.000543 10-2 0.006 217 26-5% 10.32 4 6-4 120 12.485 _______ Flow (q) from Route 52 -0.057 218 26-7 52.99 4.3100 0.000810 6-4 0.005 218 26-7 11.26 4 6-10 120 12.433 Flow (q) from Route 41 -0.061 223 26'-9 64.25 4.3100 0.001157 6-10 0.008 223 26'-9 18.58 4 7-10 120 12.380 Flow (q) from Route 13 -0.070 225 26-11 82.82 4.3100 0.001851 7-10 0.014 © M.E.P.CAD, Inc. AutoSPRINK 2018 04.2.9.0 Remote Area #4 8/30/2018 4:50:56PM Page 9 Job Name: Viasat Building 15 Build Out Remote Area Number: Remote Area #4 Date: 8/30/2011 Pipe Information Node I Elev I (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 225 26-11 19.46 4 10-6 120 12.324 Flow (q) from Route 24 0.029 0.002735 -0.094 233 27-1% 102.29 4.3100 10-6 233 27-1% 18.82 4 (See Notes) 97 120 12.259 Flow (q) from Route 2 fE(6-91/2), fT(16-0) 22-9% 0.003738 -0.045 262 27-2% 121.10 4.3100 32'-41/2 0.121 262 . 27-2% 135.13 . 4 (See Notes) 661 120 12.334 - Flow (q)from Route 16 10fE(6'-g%), 2fT(16-0), fE(10- 0) 109-11 0.014953 6.900 153 11-3% 256.24 4.3100 176-0 2.632 153 11-3% 6 (See Notes) 155 120 21.867 2fE(12-7), BOR 25-2 0.002253 4.688 154 0-6 256.24 6.3570 40-7 0.091 154 0-6 6 (See Notes) 9'6 140 26.646 LtE(14-2) 14-2 0.001798 1.951 7 4-0 256.24 6.2800 23-8 0.043 7 4-0 6 (See Notes) 1048 150 28.639 2LtE(11'-8), T(38-11%) 62-4 0.002180 0.867 6 -6-0 256.24 5.8800 167-0 0.364 6 -6-0 100.00 6 (See Notes) 7899 150 29.870 41-tE(11'-8), CV(-2.000), PlV(3'- 10%),_GV(3'-101/2),_T(38-11%) 93-6 0.004011 5 -6-0 356.24 5.8800 883-2% 5.542 5 -6-0 8 (See Notes) 48'7% 150 35.413 LtE(16-7) 16-7 0.001072 _____________ 4 -6-0 356.24 7.7100 65-2% 0.070 4 -6-0 8 (See Notes) 17'0 140 35.482 3LtE(22'-0%), BFP(-8.500) 66-2 0.000807 0.000 3 -6-0 356.24 8.3900 83-2 8.567 3 -6-0 8 (See Notes) 58'6% 150 44.050 GV(5'-l%), 1(44-8) 49-9% 0.001072 -0.000 2 -6-0 356.24 7.7100 108-4 0.116 2 -6-0 12 (See Notes) 1169 150 44.166 2EE(15-1), GV(6-11%), S 37-1% 0.000166 1 -6-0 356.24 11.3100 153101/2 0.026 , ©M.E.P.CAD, Inc. AutoSPRlNK2O18v14.2.9.O Remote Area #4 8/30/2018 4:50:56PM Page 10 ob Name: Viasat Building 15 Build Out emote Area Number: Remote Area #4 Date: 8/30/2018 Pipe Information E levi Flow added Fittings & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) Pf Friction Elev(Pe) (q) Equiv. Length) Fixed Pressure Losses, Elev 2 Total Flow Loss Per Unit when applicable, are added Total Friction(Pf) Node 2 (Foot) (Q) Actual ID Length (Foot) (psi) directly to (Pf) and shown as (Foot) 0.00 44.191 Hose Allowance At Source Total(Pt) Route 1 1 356.24 4003 23'-6 5.6 16.82 1 (See Notes) 2101/2 120 9.024 Route 2 Sprinkler, E(2-0), T(5'-0), P0(5-0), fd(24' -0) 36-0 0.080895 -1.557 4103 27-1 16.82 1.0830 38'-101/2 3.144 4103 27-1 8.89 2 1811/2 120 10.611 Flow (q) from Route 53 0.005582 -0.000 4102 27-1 25.71 2.2030 1811/2 0.101 4102 27-1 17.13 2 041/2 120 10.712 Flow (q) from Route 7 0.014358 -0.000 4101 27-1 42.84 2.2030 041/2 0.006 4101 27-1 16.88 2 (See Notes) 6-9 120 10.718 Flow (q) from Route 4 T(10'-O), P0(10-0) 20-0 0.026549 0.452 206 2601/2 59.72 2.2030 26-9 0.710 206 260h/2 4 10-0 120 11.880 0.000652 -0.090 209 26-3 47.12 4.3100 10-0 0.007 209 26-3 36.09 4 10-2 120 11.797 Flow (q) from Route 6 0.001867 -0.091 213 26-5% 83.21 4.3100 10-2 0.019 213 26-5% 36.55 4 541/2 120 11.725 Flow (q) from Route 10 0.003661 -0.048 219 26-7 119.76 4.3100 5-41/2 0.020 219 26-7 3.55 4 6-0% 120 11.696 Flow (q) from Route 15 0.003865 -0.054 224 26-8% 123.31 4.3100 0.023 224 26-8% 4 9-7% 120 11.666 0.003173 -0.086 229 26-11 110.85 4.3100 9-7% 0.031 229 26-11 4 10-6 120 11.610 0.002532 -0.094 230 27-1% 98.11 4.3100 10-6 0.027 , © M.E.P.CAD, Inc. §1 AutoSPRINK 2018 v14.2.9.0 Remote Area #4 8/30/2018 4:50:56PM Page 11 Job Name: Viasat Building 15 Build Out Remote Area Number: Remote Area #4 Date: 8/30/2011 Pipe Information El v I Flow added Fittings & Length C Factor Total(Pt) Notes Node I e ot) (Fo K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) Pt Friction Etev(Pe) (q) Equiv. Length) Fixed Pressure Losses, Elev 2 Total Flow Loss Per Unit when applicable, are added Total Friction(Pf) Node 2 (Foot) (Q) Actual ID Length (Foot) (psi) directly to (Poand shown as (Foot) 230 27-1% 2 (See 10851/2 120 11.543 I P0(10-0) 36-0 -0.220 Notes) 231 27-7% 11.61 2.2030 0.001283 T(10'-O), 2EE(2'-O), 4LtE(3'-O) 144-51/2 0.185 231 2771/2 7.21 2 (See 126-4% 120 11.508 Flow (q) from Route 26 43-0 0.220 Notes) 233 27-1% 18.82 2.2030 0.003134 5LtE(3'-0), 4EE(2'-O), T(10'-O), 169-4% 0.531 P0(10-0) . - . 12.259 Total(Pt) Route 2 4006 23-6 5.6 16.86 1 (See 2-9% 120 9.059 Route 3 ..... Sprinkler, 36-0 -1.557 Notes) 4106 27-1 16.86 1.0830 0.081184 E(2'-O), T(5'-O), P0(5-0), fd(24 38-9% 3.150 -0) 10.652 Total(Pt) Route 3 4001 23-6 5.6 16.88 1 (See 3-1 120 9.091 Route 4••••• 1 36-0 -1.557 Notes) Sprinkler, 4101 27-1 16.88 1.0830 0.081445 E(2'-O), T(5'-0), P0(5-0), fd(24' 39-1 3.184 -0) 10.718 Total(Pt) Route 4 4004 23'-6 5.6 17.05 1 (See 3'10 120 9.267 Route 5 ..... Sprinkler, 31-0 -1.557 Notes) 4105 27-1 17.05 1.0830 0.082901 E(2'-O), P0(5-0), fd(24'-O) 34-10 2.888 10.597 Total(Pt) Route 5 4008 23-6 5.6 17.12 1 (See 3'-6 120 9.350 I Sprinkler, 36-0 -1.647 Notes) 4108 27-3% 17.12 1.0830 0.083593 E(2'-O), T(5'-O), P0(5-0), fd(24' 39-6 3.301 4108 27-3% 1.79 2 18-6% 120 11.004 Flow (q) from Route 54 -0.000 4107 27-3% 18.91 2.2030 0.003162 .Route6 1 18-6% 0.059 4107 27-3% 17.18 2 (See 7'O% 120 11.063 Flow (q) from Route 12 20-0 0.452 ___ Notes) I 209 26'-3 36.09 2.2030 0.010456 T(10'-O), P0(10-0) 27-0% 0.283 11.797 Total(Pt) Route 6 4002 23-6 5.6 17.13 1 (See J 3'9% 120 9.358 Route 7 ..... F 31-0 -1.557 Notes) Sprinkler, I 4102 27-1 17.13 1.0830 0.083658 E(2'-O), P0(5-0), fd(24'-O) 1 34-9 % 2.911 10.712 Total(Pt) Route 7 .MEPCAD Inc. AutoSPRINK 2018 v1 4.29.0 Remote Area #4 8/30/2018 4:50:56PM Paae 12 I ob Name: Viasat Building 15 Build Out emote Area Number: Remote Area #4 Date: 8/30/2018 Pipe Information Flow added Fitting & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID s s Device (Foot) Fitting/Device (Equivalent Fitting (Foot) Pf Friction Elev(Pe) ________________ (q) Equiv. Length) Fixed Pressure Losses, Elev 2 Total Flow Loss Per Unit when applicable, are added Total Friction(Pf) Node 2 (Foot) Actual ID Length (Foot) (psi) directly to (Pt) and shown as (Foot) 23-6 5.6 17.14 1 (See 3'-2 120 9.370 Route ..... Sprinkler, 36-0 -1.647 Notes) F4109 27-3% 17.14 1.0830 0.083754 E(2'-0), T(5-0), P0(5-0), fd(24 j 39'-2 3.280 -0) 4109 27-3% 2 107h/2 120 11.003 0.000 4110 273h/2 15.36 2.2030 0.002152 10-7% 0.023 273h/2 - 1-7-4 2 - (See 54-11% 120 11.026 4110 Flow (q) from Route 9 4-0 0.145 Notes) 210 26-11% 32.50 2.2030 0.008613 2Ee2(2'-O) 58-11 % 0.508 210 26-111/2 2 (See 130'11% 120 11.679 32-0 0.307 Notes) 212 26-3 20.24 2.2030 0.003588 4LtE(3'-O), T(10-0), P0(10-0) 162-11% 0.585 12.571 Total(Pt) Route 8 4010 23-6 5.6 17.14 i (See 3-5 120 9.372 Route ..... Sprinkler, 36-0 -1.647 Notes) 4110 27-3% 17.14 1.0830 0.083774 E(2'-O), T(5-0), P0(5-0), fd(24' 39-5 3.301 -0) 11.026 Total(Pt) Route 9 23-6 5.6 17.17 1 (See 2-11 120 9.397 Route 10 ..... 4012 Sprinkler, 36-0 -1.603 Notes) 4112 27-2% 17.17 1.0830 0.083976 E(2-0), T(5'-0), P0(5-0), fd(24 38-11 3.267 -0) 4112 27-2% 2.18 2 18- 61/2 120 11.060 Flow (q) from Route 11 -0.006 4111 2721/2 19.34 2.2030 0.003298 18-6% 0.061 27-2% 17.21 2 (See 69 120 11.115 Flow (q) from Route 14 20-0 0.323 4111 Notes) 213 26-5% 36.55 2.2030 0.010703 T(10'-O), P0(10-0) 26-9 0.286 11.725 Total(Pt) Route 10 4013 23-6 5.6 17.17 1 (See 2'- 101/2 120 9.398 Route 11 ..... Sprinkler, 36-0 -1.594 Notes) 4113 27'-2 17.17 1 0830 0.083986 E( 2'-O), T(5'-O), P0(5-0), fd(24' 38-10% 3.265 -0) 4113 27'-2 2 17-8% 120 11.069 -0.010 4112 272h/2 2.18 2.2030 0.000058 17-8% 0.001 I ,©M.E.P.CAD, Inc. AutoSPRlNK 2018 v14.2.9.0 Remote Area #4 8/30/2018 4:50:56PM Page 13 Job Name: Viasat Building 15 Build Out Remote Area Number: Remote Area #4 Date: 8/30/20181 Pipe Information Elev I Flow added Fittings & Length C Factor Node I (Foot) K-Factor this step Nominal ID . Devices (Foot) Fitting (Foot) Pt Friction Loss Per Unit (q) Equiv. Elev 2 Total Flow Total Node 2 (Foot) (Q) Actual ID Length (psi) (Foot) (Foot) 4007 23-6 5.6 17.18 1 4107 27-3% 17.18 1.0830 4014 23-6 5.6 17.18 1 4114 27-2 17.18 1.0830 4114 27-2 14.99 2 214 26-5 32.17 2.2030 214 26-5 22.68 4 220 26-6% 54.85 4.3100 220 2661/2 13.83 4 222 26-8 68.68 4.3100 222 26-8 2 221 27-2 6.11 2.2030 221 27-2 12.47 2 223 26-9 18.58 2.2030 4011 23-6 5.6 17.21 1 4111 27-2% 17.21 1.0830 (See 3-2% 1 120 Notes) 36-0 t I 0.084114 39-2% I (See Notes) . 2-10% 120 36-0 0.084119 38-10% (See Notes) 36-11 1/2 120 27-0 0.008453 62-11% 5'-4% 120 0.000863 5,-4% 6-0% 120 0.001309 6-0% (See Notes) 0'6 120 13-0 0.000391 13-6 (See Notes) 138'51/2 120 41-0 0.003060 179-5% (See 2-11 120 Notes) 36-0 0.084351 38-11 Total(Pt) Fitting/Device (Equivalent Length) Elev(Pe) Fixed Pressure Losses, when applicable, are added Friction(Pf) directly to (Pf) and shown as 11.060 Total(Pt) Route 11 9.413 Route 12 ..... Sprinkler, -1.647 E(2'-O), T(5'-0), P0(5-0), fd(24 11.063 Total(Pt) Route 12 9.414 Route 13 ..... Sprinkler, -1.593 E(2'-O), T(5'-O), P0(5-0), fd(24' -0) 3.271 11.091 Flow (q) from Route 48 0.325 2EE(2'-O), T(10'-O), LtE(3'-O), P0(10-0) 0.5 32 11.949 Flow (q) from Route 21 -0.048 0.005 11.906 Flow (q) from Route 51 -0.054 0.008 11.860 P0(10-0) -0.221 LtE(3'-O) 0.005 11.644 T(10'-O), Flow (q) from Route 0.187 47 3LtE(3'-0), 6EE(2'-0), P0(10-0 0.549 12.380 Total(Pt) Route 13 9.442 Route 14 ..... Sprinkler, -1.610 E(2'-O), T(6-0), P0(6-0), fd(24' 3.283 11.115 Total(Pt) Route 14 I 4015 23'-6 5.6 17.38 1 (See Notes) 3'-5 120 9.636 Route 15 Sprinkler, 36-0 -1.659 4115 27-4 17.38 ______ 1.0830 _________ 0.085957 E(2-0), T(5'-0), P0(5-0), fd(24' -0) 3.390 , © M.E.P.CAD, Inc. §1 AutoSPRINK 2018 04.2.9.0 Remote Area #4 8/30/2018 4:50:56PM Page 14 1 ob Name: Viasat Building 15 Build Out emote Area Number: Remote Area #4 Date: 8/30/2018 Iiil-- Pipe Information Node I E lev i (Foot) K-Factor Flow this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as Fitting (Foot) ___________ Pt Friction Loss Per Unit (psi) Elev(Pe) ________________ Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pt) 4115 27 2 (See Notes) 69 120 11.367 1(10-0), P0(10-0) 20-0 0.000144 0.325 219 26-7 3.55 2.2030 26-9 0.004 11.696 Total(Pt) Route 15 243 27-2 5.55+10.91 2 (See Notes) 1359 120 11.720 Route 16 Flow (q) from Route 18 and 35 2EE(2'-O), T(10'-O), LtE(3'-O), P0(10-0) 27-0 0.002446 0.217 245 26-8 16.46 2.2030 162-9 0.398 245 26-8 84.11 4 11-3 120 12.335 Flow (q) from Route 17 0.002650 -0.101 241 26101/z 100.57 4.3100 11 -3 0.030 241 26-10% 16.54 4 10-6 120 12. 264 Flow (q) from Route 28 0.003513 -0.094 237 27-1% 117.11 4.3100 10-6 0.037 237 27-1% 18.03 4 (See Notes) 15-6 120 12.207 Flow (q) from Route 27 M(6-91/2),M(6-91/2),fT(16-0) 22- 9% 0.004578 -0.048 262 27-2% 135.13 4.3100 38-31/2 0.175 12.334 Total(Pt) Route 16 228 26101/2 62.57 4 10'-6 120 . 11814 Route I7 Flow (q) from Route 50 0.000893 -0.094 232 27-1 55.84 4.3100 10-6 0.009 232 27-1 4 9-1 120 11.729 0.000691 0.008 236 27-1 48.64 4.3100 9-1 0.006 236 27-1 4 10-6 120 11.743 0.000521 0.094 240 26-10 41.75 4.3100 10-6 0.005 240 26-10 4 11-3 120 11.842 0.000405 0.101 244 26-71/2 36.42 4.3100 11-3 0.005 244 26-7% 4 9-9 120 11.948 0.000298 0.087 248 26-5 30.87 4.3100 0.003 , © M.E.P.CAD, Inc. AutoSPRINK 2018 v1429.0 Remote Area #4 8/30/2018 4:50:56PM Page 15 Job Name: Viasat Building 15 Build Out Remote Area Number: Remote Area #4 Date: 8/30/2011 Pipe Information Elev I Flow added Fittings & Length C Factor Total(Pt) No (Foot) Devices Node I K-Factor this step Nominal ID (Foot) Fitting/Devic Elev 2 Total Flow Equiv. (Foot) Loss Per unit when applical Fitting Length) Pf Friction Elev(Pe) Fixed Press (q) Friction(Pf) Node 2 Actual ID Length Total (psi) (Foot) (Q) (Foot) (Foot) directly to (PU and showndi 248 26-5 4 10-2 120 12.038 0.091 252 26-2% 25.58 4.3100 0.000211 10-2 0.002 252 26-2% 2 (See 09 120 12.131 P0(1 Notes) 10-0 -0.325 251 26-11% 5.55 2.2030 0.000327 10-9 0.004 251 26-11% 10.12 2 . (See 133'-7 120 11.810 T(10'-O), Flow Notes) 30-0 0.307 3 253 26-3 15.67 2.2030 0.002233 T(10-0), 163-7 0.365 10-2 120 12.482 253 26-3 52.47 4 Flow (q) fro -0.091 249 26-5% 68.14 4.3100 0.001290 10-2 0.013 249 26-5% 9-9 120 12.404 15.97 4 Flow(q)fro -0.087 245 26-8 84.11 4.3100 0.001904 9-9 0.019 12.335 Total(Pt) Route 17 244 26-7% 2 (See 0-0 120 11.948 Route 18 ..... Notes) 23-0 -0.235 P0(10-0) 243 27'-2 5.55 2.2030 0.008 0.000327 LtE(3'-O), T(10'-Q) 23-0 11.720 Total(Pt) Route 18 248 26-5 2 (See O'O 120 12.038 Route 19 I Notes) 23-0 -0.235 P0(10-0) 247 2611h/2 5.29 2.2030 23-0 0.007 0.000300 LtE(3'-O), T(1 0'-O) 247 26-11% 10.68 2 (See 136'O% 120 11.810 Flow (q) from Route 34 249 26-5% 15.97 2.2030 163-0% 0.377 0.002314 2EE(2'-O), T(10'-O), LtE(3-0), I Notes) 27-0 0.217 P0(10-0) 12.404 Total(Pt) Route 19 202 2661/2 12.61 2 (See 20-0 120 11.877 .Route 20 ..... T(10-0), Flow (q) from Route Notes) 23-0 -0.090 49 204 26'-g 4.88 2.2030 43-0 0.011 0.000258 LtE(3-0), 1(10-0) 11.798 Total(Pt) Route 20 I ©M.E.P.CAD, Inc. AutoSPRINK2O18v14.2.9.0 Remote Area 8/30/2018 4:50:56PM Page 16 1 a s tes e (Equivalent 0-0) ure Losses, ble, are added I I - (q) from Route P0(1 0-0) 3 m Route 29 m Route 19 gob Name: Viasat Building 15 Build Out emote Area Number: Remote Area #4 Date: 8/30/2018 Pipe Information Elevi Flow added Fittings & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) Pf Friction Elev(Pe) (q) Equiv. Length) Fixed Pressure Losses, Node 2 Elev 2 Total Flow Actual ID Length Loss Per Unit when applicable, are added Total (Foot) (Q) (Foot) (Foot) (psi) Friction(Pf) directly to (Poand shown as 202 26-6% 12.61 2 (See 01-0 0 120 11.877 •• Route 21 ..... Flow (q) from Route 49 10-0 0.307 Notes) 203 25-10 7.73 2.2030 0.000604 P0(1 0-U) 0.006 203 25-10 4 10-0 120 12.190 -0.089 208 26-0% 7.73 4.3100 0.000023 10-0 0.000 208 26-0% 24.27 4 10-0 120 12.101 Flow (q) from Route 23 -0.090 211 26-3 32.00 4.3100 0.000319 10-0 0.003 211 26'-3 12.26 4 2'-2 120 12.014 Flow (q) from Route 22 -0.019 215 2631/2 44.26 4.3100 0.000581 2'-2 0.001 215 26-31/2 4 (See 260 120 11.996 13-7 -0054 Notes) 214 26'-5 22.68 4.3100 0.000168 2fE(6'-9%) 39-7 0.007 11.949 Total(Pt) Route 21 210 26111/2 2 (See 01 0 120 11.679 Route 22 ..... Notes) T(10-0) 20-0 0.307 211 26-3 12.26 2.2030 0.001418 P0(10-0) . 20-0 0.028 12.014 Total(Pt) Route 22 207 26-9 17.54 2 (See 0-0 120 11.743 Route 23 ..... Flow (q) from Route 1 10-0 0.307 Notes) 208 2601/2 24.27 2.2030 0.005019 P0(10-0) 1 101-0 0.050 12.101 Total(Pt) Route 23 228 26101/2 62.57 2 (See 0-0 120 11.814 Route 24 ..... Notes) P0(10-0), Flow (q) from 13-0 Route 50 227 26-101/2 6.72 2.2030 0.000467 LtE(3'-O) ______________ 13-0 0.006 227 26-101/2 2 (See 0-61/2 120 11.820 20-0 -0.237 Notes) 226 27-5 3.46 2.2030 0.000137 T(10'-O), C(10'-O) 20-6% 0.003 226 27-5 3.26+12.74 2 (See 119'3 120 11.586 Notes) Flow (q) from Route 25 and 38 35-0 0.224 225 26-11 19.46 2.2030 0.003336 6EE(2-0), T(10-0), LtE(3'-0), ________________ 154-3 0.515 P0(1 0-U) ,, © M.E.P.CAD, Inc. ] AutoSPRINK 2018 04.2.9.0 Remote Area #4 8/30/2018 4:50:56PM Page 17 Job Name: Viasat Building 15 Build Out 1 Remote Area Number: Remote Area #4 Date: 8/30/201 Pipe Information I Elev I Flow added Fittings & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent (q) Fitting Length) Equiv. (Foot) Pt Friction Elev(Pe) Fixed Pressure Losses, Elev 2 Total Flow Loss Per unit when applicable, are added Node 2 (Foot) (Q) Actual ID Length (Foot) Total (psi) Friction(Pt) directly to (Pt) and shown as (Foot) 12.324 ]_Total(Pt) Route 24 227 26-101/2 2 (See 0-0 120 11.820 Route 25 ..... LtE(3'-O) Notes) 23-0 -0.237 I 226 27'-5 3.26 2.2030 0.000122 T(10'-O), C(10'-O) 23-0 0.003 11.586 Total(Pt) Route 25 232 27-1 2 (See I 01-0 120 11.729 Route 26•••• () - Notes) 23-0 -0.233 - 231 27-7% 7.21 2.2030 I 0.000531 LtE(3-0), T(10'-O) 23-0 0.012 11.508 Total(Pt) Route 26 I 235 2771/2 11.13+6.89 2 (See 135-9 120 11.519 Route 27 Notes) Flow (q) from Route 37 and 27-0 0.218 45 237 27-1% 18.03 2.2030 0.002894 2EE(2'-O), 1(10-0), LtE(3'-O), 162-9 0.471 P0(10-0) 12.207 Total(Pt) Route 27 I 140-4% 120 11.614 Route 28 ..... 239 27'% 11.21 +5.33 2 (See Notes) Flow (q) from Route 36 and 36-0 0.217 44 241 26-10% 16.54 2.2030 0.002469 _______________ 5LtE(3'-O), T(10'-O), P0(10-0) 175-4% 0.433 12.264 Total(Pt) Route 28 258 26-1 30.46 +22.01 4 J 8-101/2 120 12.554 Route 29 ..... Flow (q) from Route 30 and -0.079 40 253 26-3 52.47 4.3100 0.000796 8-10% 0.007 1 12.482 Total(Pt) Route 29 I 120 12.564 Route 30 259 26-01/2 14.99+ 15.48 4 T Flow (q) from Route 31 and I: 0.010 32 258 26-1 30.46 4.3100 1 -1% 0.000291 0.000 12.554 Total(Pt) Route 30 261 25-10 14.99 4 9-10 I 120 12.651 Route 31 ..... Flow (q) from Route 43 -0.088 _______ I 259 26-0% 14.99 4.3100 0.000078 9-10 0.001 12.564 Total(Pt) Route 31 1 255 2601/2 10.43 2 (See Notes) 107-9 I 120 12.073 Route 32 ..... Flow (q) from Route 39 20-0 -0.307 256 26-9 10.43 2.2030 0.001052 2T(10-0) 127-9 0.134 (..©M.E.P.CAD, Inc. jfi AutoSPRINK2O18v14.2.9.O Remote Area #4 8/30/2018 4:50:56PM Page 18 Fob Name: Viasat Building 15 Build Out emote Area Number: Remote Area #4 Date: 8/30/2018 Pipe Information Node I El v I (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) Pf Friction Loss Per unit (psi) Elev(Pe) ________________ Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) ________________ Friction(Pf) 256 26-9 5.05 2 (See Notes) 133'7 J_ 120 11.900 T(10'-O), Flow (q) from Route 42 T(10-0), P0(10-0) 30-0 0.002183 0.306 _______________ 259 26-0% 15.48 2.2030 163-7 0.357 12.564 Total(Pt) Route 32 246 26-5% 4 10-2 120 11.884 Route 33 ..... 0.091 250 26-3 42.56 4.3100 0.000540 10-2 0.005 250 26-3 2 (See Notes) 107-9 120 11.980 P0(10-0) 30-0 -0.307 251 26-11% 10.12 2.2030 0.000995 2T(10-0) 137-9 0.137 11.810 Total(Pt) Route 33 238 26-10% 4 11-3 120 11.674 ••••• Route 34•••• 0.101 242 26-8 64.15 4.3100 0.001154 11-3 0.013 242 26-8 4 9-9 120 11.788 0.087 246 26-5% 53.24 4.3100 0.000817 9-9 0.008 P 24626-5% 2 (See 10691/2 120 Notes) 24-0 11.884 P0(10-0) -0217 247 26-11% 10.68 2.2030 0.001099 130-9% T(10'-O), 2EE(2'-O) 0.144 11.810 Total(Pt) Route 34 242 26-8 2 (See Notes) J 106-91/2 120 11.788 Route 35 ..... P0(10-0) J -0.217 243 27-2 10.91 2.2030 0.001143 T(10'-O), 2EE(2'-O) 130-9 24-0% 0.149 11.720 Total(Pt) Route 35 11.564 Route 36 ..... Flow (q) from Route 55 234 27-1% 86.50 4 10-6 120 0.094 238 26101/2 75.36 4.3100 0.001554 10-6 0.016 238 26-10% 2 (See Notes) 10691/2 120 11.674 24-0 -0.218 239 27-4% 11.21 2.2030 0.001203 T(10'-O), 2EE(2-0) 130-9% 0.157 11.614 Total(Pt) Route 36 (,©M.E.P.CAD, Inc. AutoSPRINK 2018 04.2.9.0 Remote Area #4 8/30/2018 4:50:56PM Page 19 Job Name: Viasat Building 15 Build Out Remote Area Number: Remote Area #4 Date: 8/30/201 Pipe Information Node I El v1 v (Fo K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes t Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as Fitting (Foot) Pt Friction (psi) Loss Per Unit Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 234 27-1% 86.50 2 (See Notes) 1. J 1093% 120 11.564 Route 37 ..... P0(10-0), Flow (q) from Route 55 T(10'-O), 2EE(2'-O), 4LtE(3'-O) [ 36-0 0.001187 -0.218 ______________ 235 277h/2 11.13 2.2030 145-3% 0.172 11.519 Total(Pt) Route 37 229 26-11 2 (See Notes) J 10691/2 120 11.610 Route 38 ..... T(10'-O), 2EE(2'-O) 24-0 0.001523 -0.223 226 27-5 12.74 2.2030 1 130-9% Ol99 11.586 Total(Pt) Route 38 250 26-3 10.12 4 7101/2 120 11.980 Route 39 ..... Flow (q) from Route 33 0.000327 0.071 254 26-1 32.44 4.3100 7101/2 0.003 254 26-1 4 (See Notes) 211/2 120 12.054 P0(20-0) 20-0 0.000040 0.019 255 2601/2 10.43 4.3100 22-1 1/2 0.001 12.073 Total(Pt) Route 39 254 26-1 2 (See Notes) 1 J 257-7% 120 12.054 .Route 40 ..... () 9LtE(3-0), 2T(10'-O), P0(10-0 t 67-0 0.004188 -0.859 258 26-1 22.01 2.2030 324-7% 1.360 12.554 Total(Pt) Route 40 215 26-3% 2 (See Notes) 60-6% 120 11.996 41 ..... () 2LtE(3'-O), E(5'-O), 3T(10'-O) 51-0 0.004038 -0.204 216 26-9 21.58 2.2030 111-6% 0.450 216 26-9 2 (See Notes) 73'o% 120 12.243 .Route 4LtE(3-0), P0(10-0) 22-0 0.001212 0.075 218 26-7 11.26 2.2030 95-0% 0.115 12.433 Total(Pt) Route 41 257 26-0 20.03 2 01-9 120 12.222 Route 42 ..... P0(10-0), Flow (q) from Route 46 101-0 I 0.000275 -0.325 256 26-9 5.05 2.2030 10-9 0.003 11.900 Total(Pt) Route 42 __ I 257 26-0 2003 4 9-10 f 120 12.222 T Route 43 ..... Flow (q) from Route 46 0.001 0.000078 0.088 260 25-9% 14.99 4.3100 9 ,-b I © M.E.P.CAD, Inc. AutoSPRlF'4K 2018 04.2.9.0 Remote Area #4 8/30/2018 4:50:56PM Page 20 ob Name: Viasat Building 15 Build Out emote Area Number: Remote Area #4 Date: 8/30/2018 Pipe Information vi El v1 Flow added Fittings & Length C Factor Total(Pt) Notes Node I (Fo K-Factor this step Nominal ID Devices (Foot) ___________ Fitting/Device (Equivalent Fitting (Foot) Pt Friction Elev(Pe) (q) Equiv. Length) Fixed Pressure Losses, Node 2 Elev 2 Total Flow Actual ID Length Loss Per Unit (psi) when applicable, are added Total _________________ (Foot) (Q) (Foot) (Foot) Friction(Pt) directly to (Pt) and shown as 260 25-9% 2 (See T 134'4 120 12.311 Notes) P0(10-0) I 40-0 -0.018 261 25-10 14.99 2.2030 0.002057 2T(10-0), P0(11 0'-0) j 174-4 0.359 12.651 Total(Pt) Route 43 240 26-10 2 (See 1 0-0 120 11.842 Route 44 ..... Notes) P0(10-0) r 1:239 23-0 -0.235 2741/2 5.33 2.2030 0.000303 LtE(3-0), T(1 O'-O) - 23-0 0.007 11.614 Total(Pt) Route 44 f236 27-1 2 (See I 01 0 120 11.743 Route 45 ..... Notes) PO(10O) 23-0 -0.235 235 27-7% 6.89 2.2030 0.000489 LtE(3'-O), T(1 0'-O) I 23-0 0.011 11.519 Total(Pt) Route 45 I" 252 26-21/2 555 4 1 10-0 120 12.131 Route 46 ..... Flow (q) from Route 17 1 0.090 257 26-0 20.03 4.3100 0.000134 . 101-0 0.001 12.222 Total(Pt) Route 46 224 26-8% 2 (See J 89-7 120 11.666 47 ..... Notes) P0(1 0'-0) [ 34-0 -0.203 221 27-2 12.47 2.2030 0.001463 2T(10'-O), 2EE(2'-O) .Route 123-7 0.181 11.644 Total(Pt) Route 47 4113 27-2 2.18 2 10-7% 120 11.069 Route 48 ..... Flow (q) from Route 11 f 0.000 4114 27-2 14.99 2.2030 0.002058 10-7% 0.022 11.091 Total(Pt) Route 48 206 26-0% 47.12 4 10-0 120 11.880 Route 49 ..... Flow (q) from Route 2 0.090 201 25-10 12.61 4.3100 0.000057 10-0 0.001 201 25-10 2 (See 108'10% 120 11.970 Notes) () 34-0 -0.307 I 202 26-6% 12.61 2.2030 0.001494 2T(10'-O), 2Ee2(2-0) 142-10% 0.213 11.877 Total(Pt) Route 49 1 , © M.E.P.CAD, Inc. ' AutoSPRINK 2018 v14.2.9.0 Remote Area #4 8/30/2018 4:50:56PM Page 21 Job Name: Viasat Building 15 Build Out Remote Area Number: Remote Area #4 Date: 8/30/2011 Pipe Information Elev I Flow added Fittings & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) Pt Friction Elev(Pe) (q) Equiv. Length) Fixed Pressure Losses, I Elev 2 Total Flow Loss Per Unit when applicable, are added Total Friction(Pf) Node 2 (Foot) (Q) Actual ID Length (Foot) (psi) directly to (PU and shown as (Foot) flJ+i9 222 26-8 6.11 4 (See T 27-7 120 11.860 Route 50 ..... Flow (q) from Route 13 13-7 I -0.091 Notes) 228 26-101/2 62.57 4.3100 I 0.001102 2fE(6'-9%) 41'-2 0.045 11.814 Total(Pt) Route 50 4115 27-4 3.55 2 (See 82101/2 120 11.367 Route 51 .... . Flow (q) from Route 15 27-0 0.343 Notes) 220 26-6% 13.83 2.2030 0.001773 2EE(2'-O), T(10-0), LtE(3'-O), 1O9-1O% 0.195. - - -.. - - - . - P0(10-0) 11.906 Total(Pt) Route 51 216 26-9 11.26 2 (See 76'8 120 12.243 Route 52 ..... Flow (q) from Route 41 30-0 0.132 Notes) 217 26-5% 10.32 2.2030 0.001032 2LtE(3'-O), 2EE(2'-O), T(10-0), 106-8 0.110 P0(1 0-U) 12.485 Total(Pt) Route 52 T 17-8% 120 10.597 Route 53 ..... 4104 27-1 7.91 2 I Flow (q) from Route 1 0.000 4103 27-1 8.89 2.2030 0.000782 17-8% 0.014 10.611 Total(Pt) Route 53 T 17-8% 1 120 11.003 Route 54 ..... 4109 27-3% 15.36 2 I Flow (q) from Route 8 F 1 -0.000 4108 27-3% 1.79 2.2030 0.000040 17-8/ 0.001 11.004 Total(Pt) Route 54 230 27-1% 11.61 4 1 9-0% 1 120 11.543 Route 55 ..... Flow (q) from Route 2 0.003 234 27-1% 86.50 4.3100 I 0.002005 I 9-0% 0.018 11.564 Total(Pt) Route 55 I I I , © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 Remote Area #4 8/30/2018 4:50:56PM Page 22 Date: 8/3012018 IC Value Multiplier • Value OfC 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 gob Name: Viasat Building 15 Build Out emote Area Number: Remote Area #4 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) I Actual Inside Diameter 4.87 I = Factor Schedule 40 Steel Pipe Inside Diameter ) I I I I I AngV Angle Valve BFP Backflow Preventer cplg Coupling DelV Deluge Valve EE 45° Elbow f Flow Device fE 90° FireLock(TM) Elbow FN Floating Node GloV Globe Valve Hose Hose LtE Long Turn Elbow P1 Pump In P0 Pipe Outlet red Reducer/Adapter SFx Seismic Flex T Tee Flow Turn 90° WirF Wirsbo b Bushing BV Butterfly Valve Cr Cross Run DPV Dry Pipe Valve Eel 11Y4° Elbow fd Flex Drop fEE 45° FireLock(TM) Elbow fT FireLock(TM) Tee GV Gate Valve HV Hose Valve mecT Mechanical Tee P2 Pump Out PrV Pressure Relief Valve S Supply Spr Sprinkler Tr Tee Run WMV Water Meter Valve I I I I I I I I I I I I © M.E.P.CAD, Inc. AutoSPRINK 2018 04.2.9.0 Remote Area #4 8/30/2018 4:50:56PM Page 23 135 120 105 90 (I, a- ' :: 45 30 15 Job Name: Viasat Building 15 Build Out Remote Area Number: Remote Area #4 150- - __TLLLLU.LIIIIIIIIIII 0 0900 1800 2700 - Water Supply mary Sheet Sum Node: 1 Available Static Pressure 356.24 Supply 109.000 108.93L.. .101.000 356.24 - stem .191 demand c rvc 111111111 IllIllIll 111111111 III III 111111 II I I I I I I I I 3600 4500 6300 5400 7200 Flow -gpm Hydraulic Graph N 185 8100 Date: 8/30/2018 9000 SI1.E.Pjj,lnc. AutNK 2j"4.2.jIjM M IjW1201jMjj0:51jjM _PaqE TOLBraceTM Seismic Calculations Cen-Cal Fire Systems, Inc. Project Address: ViaSatBressi Ranch -Building #15 1615 S. Stockton Street Lodi, CA. 95240 2426 Town Garden Road 209-334-9119 Carlsbad, CA 92009 C-16 488547 Job #18-28 Calculations based on 2016 NFPA Pamphlet #13 Brace Information TOLCO TM Brace Components Maximum Spacing 25'0" (7.62 m) TOLCOTM Component Fig. Number Adjusted Load Maximum Brace Length TO" (2.13 m) Fig. 1001 Clamp 1131 lbs (513 kg) Bracing Material 1" Sch.40 Fig.980 Universal Swivel 1425 lbs (646 kg) Angle from Vertical 450 Min. Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for TOLCOTM components only. Use of any other components voids these calculations and the listing of the assembly. Least Rad. of Gyration 0.42" (11 mm) Assembly Detail LIR Value 200 TOLCO FIG. 825 - - - Max Horizontal Load 1310 lbs (594 kg) BAR JOIST SWAY BRACE ATTACHMENT - Force Factor (Cp) 0.5256 TOLCO FIG. 980 0 UNIVERSAL SWAY BRACE ATTACHMENT Fastener Information o*I STEEL PIPE Fastener Orientation NFPA Type B Maximum Load 1425 lbs (646 kg) Diameter N/A Length N/A TOLCO FIG. 1001 / FAST CLAMP Type Fig.825 Across Beam Brace Identification on Plans BR-1 Orientation of Brace Lateral Braced Pipe: 4" Sch.7 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 4" Sch.7 Steel Pipe (101.6 mm) 25ft (7.6 m) 143 lbs (65 kg) 2" Sch.7 Steel Pipe (50.8 mm) 270ft (82.3 m) 538 lbs (244 kg) 1" Sch.40 Steel Pipe (25.4 mm) 150ft (45.7 m) 162 lbs (73 kg) Percentage added for Fittings and Sprinklers 115% 126 lbs (57.16 kg) Total Adjusted Load of all pipe within Zone of Influence 968 lbs (439 kg) (TOLBrace0" Version 8) Use of TOLBrace0" is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculations ViaSat Bressi Ranch - Building #15 Job # 18-28 WAAMY0 R9 2426 Town Garden Road Pcwv4ngBuiness WrkMiie Brace Identification BR-1 Brace Type (Per NFPA#13) NFPA Type B Braced Pipe 4" Sch.7 Steel Pipe Spacing of Brace 25 0' (7.62 m) Orientation of Brace Lateral Bracing Material 1" Sch.40 Maximum Brace Length 7' 0" (2.13 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 45° Type of Fastener Fig.825 Across Beam - _.LengthofFastener. - _._ - - - N/A . Summary of Pipe within Zone of Influence 4" Sch.7 Steel Pipe (101.6 mm) 1 25ft (7.6 m) 2' Sch.7 Steel Pipe (50.8 mm) 1 2701t (82.3 m) V Sch.40 Steel Pipe (25.4 mm) 1150ft (45.7 m) G-Factor Used 0.5256 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 968 lbs (439 kg) Material Capacity 1310 lbs (594 kg) Fastener Capacity 1425 lbs (646 kg) Fig. 1001 Clamp 1131 lbs (513 kg) Fig.980 Universal Swivel 1425 lbs (646 kg) Structural Member Tolco Figure 825 to Steel I-Beam Calculations prepared by Chad Quarles * The description of the Structural Member is for informational purposes only. TOLBrac&° software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBrace" 8 Visit us at www.tolco.com I I TOLBraceTM Seismic Calculations Cen-Cal Fire Systems, Inc. Project Address: ViaSat Bressi Ranch -Building #15 1615 S. Stockton Street Lodi, CA. 95240 lr M,TGN 2426 Town Garden Road 209-334-9119 Carlsbad, CA 92009 C-16 488547 Job #18-28 Calculations based on 2016 NFPA Pamphlet #13 Brace Information TOLCOTM Brace Components Maximum Spacing 80'0" (24.38 m) TOLCOTM Component Fig. Number Adjusted Load Maximum Brace Length TO" (2.13 m) Fig. 4L Clamp 1425 lbs (646 kg) Bracing Material 1" Sch.40 Fig.980 Universal Swivel 1425 lbs (646 kg) Angle from Vertical 450 Mm. *Calculation Based on CONCENTRIC Loading - *Please Note: These calculations are for TOLCOTM components only. Use of any Gyration 0.42" 11 mm) ( Least Rad. of Other components voids these calculations and the listing of the assembly. Assembly Detail hR Value 200 TOLCO FIG. 825 BAR JOIST SWAY BRACE Max Horizontal Load 1310 lbs (j) ATTACHMENT TOLCO FIG. 980 Force Factor (Cp) 0.5256 UNIVERSAL SWAY BRACE ATTACHMENT ofi STEEL PIPE Fastener Information Fastener Orientation NFPA Type B Maximum Load 1425 lbs (646 kg) TOLCO FIG. 4L 0 PIPE CLAMP FOR Diameter N/A SWAY BRACING,' -- . N/A Length 0 Type Fig.825 Brace Identification on Plans BR-2 Orientation of Brace Longitudinal Braced Pipe: 4" Sch.7 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 4" Sch.7 Steel Pipe (101.6 mm) 80ft (24.4 m) 457 lbs (207 kg) Percentage added for Fittings and Sprinklers 15% 68 lbs (30.85 kg) Total Adjusted Load of all pipe within Zone of Influence 525 lbs (238 kg) (TOLBraceT" Version 8) Use of TOLBrace"" is subject to terms and conditions per the end user license agreement 11 I I I I TOLBraceTM Seismic Calculations ViaSat Bressi Ranch - Building #15 Job # 18-28 2426 Town Garden Road Brace Identification BR-2 Brace Type (Per NFPA#13) NFPA Type B Braced Pipe 4" Sch.7 Steel Pipe Spacing of Brace 80'0" (24.38 m) Orientation of Brace Longitudinal Bracing Material 1" Sch.40 Maximum Brace Length 7' 0" (2.13 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 450 Type of Fastener Fig.825 Along Beam Length of Fastener - - .. N/A Summary of Pipe within Zone of Influence 4" Sch.7 Steel Pipe (101.6 mm) I 801t (24.4 m) &,wetfng Busmess Wo,ld*1e G-Factor Used 0.5256 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 525 lbs (238 kg) Material Capacity 1310 lbs (594 kg) Fastener Capacity 1425 lbs (646 kg) Fig. 4L Clamp 1425 lbs (646 kg) Fig.980 Universal Swivel 1425 lbs (646 kg) Structural Member Tolco Figure 825 to Steel I-Beam Calculations prepared by Chad Quarles * The description of the Structural Member is for informational purposes only. TOLBrace° software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBrace'° 8 Visit us at www.tolco.com