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Home My WebLink About1585 MARBRISA CR; ; FPC2023-0081; PermitI11Il11I.]l (City of Carlsbad Print Date: 06/10/2024 Permit No: FPC2023-0081 Job Address: 1585 MARBRISA dR. CARLSBAD, CA 92008 Status: Closed - Finaled Permit Type: FIRE-Construction Commercial Work Class: Parcel #: 2111311300 Track U: Valuation: $2,136,427.02 Lot U: Occupancy Group: Project U: #of Dwelling Units: Plan U: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check U: Plan CheckU: Fire Sprinklers Applied: 04/28/2023 Issued: 08/04/2023 DEV03006 Finaled Close Out: 05/09/2024 Final Inspection: INSPECTOR: Robinson, Jarrod Cheung, Nathaniel Project Title: CARLSBAD RANCH PLANNING AREA 5 Description: GRAND PACIFIC MARBRISA VILLA 67 -REVISED PLANS TO INSTALL NEW FIRE SPRINKLER SYSTEM FOR NEW 3-STORY TIMESHARE/HOTEL (1 RISER, 200 HEADS) (REV 1) Applicant: FPContractor: WESTERN FIRE PROTECTION INC WESTERN FIRE PROTECTION INC MARIO MACK 13630 DANIELSON ST 13630 DANIELSON ST POWAY, CA 92064-6830 POWAY, CA 92064-6830 (858) 513-4949 (858) 513-4949 FEE AMOUNT FIRE Hourly Services (first hour) $200.00 FIRE NFPA 13 System > 100 heads (includes 1 riser) $1,017.00 FIRE Plan Review (per hr - Regular Office Hours) $255.00 Total Fees: $1,472.00 Total Payments To Date: $1,472.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 442-339-2665 1 Inspections: 442-339-2660 1 www.carlsbadca.gov low Western Fire Protection Inc. HILTON MARBRISA - VILLA 67 1585 Marbrisa Circle Carlsbad, CA 92008 Western Job# 22-3636-02 FIRE SPRINKLER SYSTEM MATERIAL DATA SUBMITTAL ! 10 HYDRAULIC CALCULATIONS DUE TO AVAILABILITY, MATERIAL MAY BE SUBSTITUTED FOR LIKE EQUIVALENT 13630 Danielson Street' Poway, CA 92064 9 Phone: (858) 513-4949 • Fax: (858) 513-1322 SPRINKLERS tqcco Worldwide www.tyco-fire.com Contacts HIP, andAP For Protecting Attics IMPORTANT Refer to Technical Data Sheet TFP2300 for warnings pertaining to regulatory and health information. 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 fall to operate in a fire situation or cause it to operate prematurely. Scan the OR code or enter the URL in a web browser to access the most up-to-date electronic version of this document. Data rates may apply. docs.jci.com/tycofire/models-bb- sd-hip-ap-spec-app-pro-attics General Description The TYCO Models Back to Back Dual Directional (BB), Single Directional (SD), HIP, and Attic Plus (AP) Specific Application Attic Sprinklers for Protect- ing Attics are fire sprinklers for com- bustible and non-combustible sloped attic spaces. While Models BB, SD, and HIP are specific application attic sprinklers, the Model AP is a specific application combustible concealed-space sprin- kler with specific application criteria for use with Models BB, SD, and HIP in attic spaces. Specific Application Attic Sprinklers provide superior fire protection in attic spaces. When compared to Stan- dard Spray Sprinklers, cost savings are achieved by eliminating branchline materials and the associated installa- tion labor. Specific Application Attic Sprinklers for Protecting Attics have undergone the most extensive fire testing ever per- formed for sloped attic spaces. They are UL Listed with their specific appli- cation guidelines for use as special sprinklers as defined by the NATIONAL FIRE PROTECTION ASSOCIATION (NFPA). Specific Application Attic Sprinklers provide an extended coverage spacing alternative to the restricted spacing of Standard Spray Sprinklers. The Specific Application Attic Sprin- klers are the first sprinklers to be: Listed for extended coverage in com- bustible construction Full-scale fire tested in both wet and dry system scenarios Full-scale tested for use in wood truss construction Listed for specific roof slopes (Ref. Table A) The Specific Application Attic Sprin- klers provide cost control with the best level of protection by eliminat- ing the need for additional sprinklers and branchline piping. In many cases, an attic can be entirely protected with just one line of piping located below the peak of the roof using Model BB Sprin- klers. If Model SD Sprinklers or Model HIP Sprinklers are needed, one line of either at each area being covered is sufficient. For example, while using Standard Spray Sprinklers, a system in a 60 ft (18,3 m) wide attic with up to a 12:12 roof pitch designed to NFPA 13, could require seven branchlines to cover the main portion of the attic and several additional branchlines to cover the hip areas. With Specific Application Attic Sprinklers, the required coverage can be obtained with just one branchline running below the peak and one down each slope of the hip beam. This would Page 1 of 28 JUNE 2022 TFP6I0 1-9/16" (39,7 mm) 1-10 11 91 CROSS SECTION TFP6IO Page 2 of 28 Components: I I 1-Frame 4-Bulb I 2 - Button 5 - Compression 3 - Sealing Screw I Assembly 6 - Deflector 2-1/4 1-5/8 (57,2 mm) I H (41,3 mm) \ 4 rLL 1-1/8" I I 13/16" (28,6 mm) (20,6 mm) FLOW FLOW I" T 2-1 2 (54,0 THREAD RELIEF 1/2(12,7 mm) ] /NPT NOMINAL MAKE-IN WRENCH FRAME CROSS FLATS ARMS SECTION ELEVATION FIGURE A MODELS BBI, BB2, AND BB3 WITH 8.0 K-FACTOR SPECIFIC APPLICATION ATTIC SPRINKLERS I Components: I I 1-Frame 4-Bulb I 2 - Button 5 - Compression 3 - Sealing Screw I Assembly 6 - Deflector 2-1/4 _______ 1-5/8 FLOW 4 \FLOYLfT (57,2 mm) , (41,3 mm) 1-1/8" 13/ 16' (28,6 mm) 2-1 2 (54,0 mm) THREAD L / RELIEF 7/16 (11,1 mm)] / 1/2 NPT NOMINAL MAKE-IN WRENCH FRAME FLATS ARMS CROSS SECTION ELEVATION FIGURE C MODELS BB1, BB2, AND BB3 WITH 4.2 K-FACTOR SPECIFIC APPLICATION ATTIC SPRINKLERS Components: 1 - Body 5 - Compression 8 - Deflector 2 - Cap Screw 9 - Rivet 3 - Sealing 6 - Lever 10 - Diffuser Assembly 7 - Deflector 11 - Link 4 - Saddle Frame Assembly 2-1/4" -. (57,2 mm) 1-1/8" (28,6 mm) 7F LO W FLOW 2"___ /RAM ARMS WRENCH 1/2" 7/16' HEX NPT (11,1 mm) NOMINAL MAKE-IN ELEVATION FIGURE B MODELS BBI, BB2, AND BB3 WITH 5.6 K-FACTOR SPECIFIC APPLICATION ATTIC SPRINKLERS Components: 1 - Body 5 - Compression 8 - Deflector 2 - Cap Screw 9 - Rivet 3 - Sealing 6 - Lever 10 - Link Assembly 7 - Deflector Assembly 4 - Saddle Frame 1-5/16' L 2-1/8' (33,3 mm) - [(54,0 mm) I 1-5/16" (33,4 mm) FLOW FRAME r ARMS 3" (76, 4 I1 jj 2 mm) 7/16" (11,1 mm) WRENCH 1 NOMINAL HEX CROSS MAKE-IN SECTION FIGURED MODELS SDI, SD2, AND SD3 WITH 5.6 K-FACTOR SPECIFIC APPLICATION ATTIC SPRINKLERS 1/2' NPT ELEVATION TFP6IO Page 3 of 28 Components: I I 1 - Frame 3 - Sealing 5 - Compression 2 - Button Assembly Screw I 4 - Bulb 6 - Deflector 2-1/8 2 I ______ 1-1/16" - (54,0 mm) [(50,8 mm)- 1-1/4 (27,0 mm) (31,8 mm) r7 1 FLOW 5 26 ~ft THREAD 3 RELIEF 7/16(11,1 mm)] /NPT NOMINAL MAKE-IN WRENCH FRAME FLATS ARMS CROSS SECTION ELEVATION FIGURE E MODEL HIP WITH 5.6 K-FACTOR SPECIFIC APPLICATION ATTIC SPRINKLERS Components: 1 - Frame 3 - Button 6 - Deflector 2 - Sealing 4 - Bulb 7 - Ejection Assembly 5 - Compression Spring Screw 1-11/16 (42,9 mm) 6 SPRINKLER 5- STFRAME F 1E (57,2 mm) NCiIRi : wREH FLATS 1 1/2NPT 7/16(11,1 mm) NOMINAL MAKE-IN CROSS SECTION ELEVATION FIGURE F MODEL AP WITH 4.2 OR 5.6 K-FACTOR SPECIFIC APPLICATION COMBUSTIBLE CONCEALED SPACE SPRINKLERS result in approximately 90% less pipe needed for installation. This reduction in the number of branchlines saves the cost of the pipe, fittings, hangers, and associated labor by eliminating up to five branchlines. Another important aspect of the Spe- cific Application Attic Sprinkler technol- ogy, which also allows for cost savings, is the reduction in system volume. This volume reduction may result in reduc- ing the size of a dry pipe valve and air compressor, and possibly allows for quicker water delivery times, eliminat- ing the need for an accelerator. Another cost reduction is the Listing of BLAZEMASTER CPVC for use in attic spaces to feed the wet system Specific Application Attic Sprinklers for Protect- ing Attics, as well as to feed the wet system sprinklers below the ceiling. Traditionally, BLAZEMASTER CPVC has been used on the lower floors in the joist space above a ceiling that do not require sprinklers. The cost of using CPVC on those floors can now be translated to the upper floor even if sprinklers are required in the attic. There are four models of the Specific Application Attic Sprinklers used for protecting attics: BB, SD, HIP, and AP. The Model BB and Model SD Sprinklers have three separate versions used for different roof pitches. The pitches, as applicable, can vary from a minimum of 3:12 to a maximum of 12:12. For more information, refer to Table A. BB Sprinkler (Back to Back Dual Directional) The Model BB Specific Application Attic Sprinkler, as seen in Figure A, B and C, throws a narrow and long pattern. The narrow spacing along the ridge serves two purposes: the response time is reduced by placing the sprinklers no farther than 6 ft (1,8 m) apart, and the spray can be concentrated in the throw direction to obtain a pattern that will cover up to 30 ft (9,1 m) in each direction when measured horizontally. There are three different models that account for different roof slopes: 13131, 13132, and 13133. Each model is provided in one of three different orifice sizes: K=4.2, 5.6, or 8.0. SD Sprinkler (Single Directional) The Model SD Specific Application Attic Sprinkler, as seen in Figure 0, throws a narrow but long pattern like the Model BB. However, unlike the Model BB, the Model SD only throws in one direction. Model BB Sprinklers are primarily used where shear walls or draft curtains have been installed within an attic space. Model BB Sprinklers are also used when the framing direction is parallel with the outside wall in the hip area. For more information, refer to Figure 13. In this case, the SD Model Sprinkler would be used on one side of the slope and AP Sprinklers or Standard Spray Sprinklers would be used to protect the other side. Ifle Moael bu SprinKlers must be installed in a vertical upright orientation and not angled with the slope. Achiev- ing the vertical upright orientation may require the use of a swing joint if the SD Sprinklers are being fed from a line running along and parallel to the roof hip. There are three different models that account for different roof slopes: SD1, SD2, and SD3. HIP Sprinkler The Model HIP Specific Application Attic Sprinkler, as seen in Figure E, covers the area of the hip in the attic. This is a slightly different concept than the BB Model or SD Model Sprinklers. The HIP Sprinkler is located along the slope running down the hip, and throws a 900 pattern toward the outside eaves. This pattern allows the water to "corner" and control the fire. The HIP does not throw much water directly up or down the hip, but rather it throws most of the pattern out to each side (90°) down the slope of the roof. This sprinkler is typically spaced 6 ft (1,8 m) to 3 ft (0,9 m) on center down the slope. To use the HIP Sprinkler, the framing must be perpendicular to the outside wall (refer to Figure 12) and the maximum throw cannot exceed 28 ft (8,5 m) measured horizontally. The HIP, unlike the BB Model and SD Model, is installed with the-deflector parallel with the slope. There is only one model with flows and pressures for two different spacings. TFP6IO Page 4 of 28 AP Sprinkler (Attic Plus) The AP Specific Application Attic Sprin- kler are to be installed in the upright orientation with their deflector parallel to the roof. The Model AP Sprinklers, as seen in Figure F, are intended to be used to provide protection of attic areas outside the scope of applica- tions for the BB, SD, or HIP Sprinklers. The AP Sprinklers must only be used in conjunction with other Specific Appli- cation Attic Sprinklers (BB, SD, and HIP), or as permitted in other sections of this document. The AP Sprinklers will provide a hydraulic advantage over Standard Spray Sprinklers for the pro- tection of attic areas outside the scope of application for the BB Model, SD Model, or HIP Model Sprinklers. NOTICE The Specific Application Attic Sprin- klers for Protecting Attics described herein must be installed and maintained in compliance with this document, as well as with the applicable standards of NFPA, in addition to the standards of any other authorities ha ving jurisdiction. Failure to do so may impair the perfor- mance 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 ldèn tification Number (SIN) TY4180* BB1 K=8.0 TY4181* 13132 K=8.0 1Kj3 1Y3182* 13133 K=5.6 TY2180 13131 K=4.2 TY2181 13132 K=4.2 TY2182 13133 K=4.2 TY3183* SD1 K=5.6 TY3184* SD2 K=5.6 1Y3185* SD3 K=5.6 PK=5. Technical Data Approvals UL and C-UL Listed These Approvals only apply to the service conditions indicated in the Design Criteria section on Page 6 and the Design Guidelines section on Page 8. Pipe Thread Connection 1/2 inch NPT for K=4.2 and 5.6 3/4 inch NPT for K=8.0 Discharge Coefficient K = 4.2 GPM/psi/2 (60,5 LPM/bar½) K = 5.6 GPM/psi/2 (80,6 LPM/bar") K = 8.0 GPM/psi (115,5 LPM/bar½) Temperature Rating Intermediate Temperature as follows: -200°F (93°C) for BB (K4.2 and K8.0), HIP, AP -212°F (100°C) for BB (K5.6), SD Finish Natural Brass Physical Characteristics (Figures A, C and E) Frame ............................Bronze Button .....................Bronze/Copper Sealing Assembly. . Beryllium Nickel w/TEFLON Bulb.....................Glass (3 mm dia.) Link ..................... ........ MONEL Compression Screw ..................Brass Deflector ....................Brass/Bronze Physical Characteristics (Figures B and D) Body ..............................Brass Cap ..............................Bronze Sealing Assembly. . Beryllium Nickel w/TEFLON Saddle.............................Brass Link Assembly......................Nickel Compression Screw ..................Brass Deflector ....................Brass/Bronze Lever .....................Bronze Deflector Frame ............................Bronze Diffuser ............................Brass Rivet ..............................Brass Physical Characteristics (Figure F) Frame .............................Brass Button ............................Bronze Sealing Assembly. . Beryllium Nickel w/TEFLON Bulb.....................Glass (3 mm dia.) Compression Screw ..................Brass Deflector ...........................Bronze Operation BB (K=8.0 and 4.2), HIP (K=5.6) and AP (5.6 and 4.2) The glass bulb contains a fluid that 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. BB (K=5.6) and SD (K=5.6) The fusible link assembly is comprised of two link halves which are joined by a thin layer of solder. When the rated temperature is reached, the solder melts and the two link halves separate, allowing the sprinkler to activate and water to flow. * The "TV" prefix is a re-designation of the previous "C" prefix. For example, TY4180 is a re-designation for C4180. TFPGIO Page 5 of 28 FIGURE G DO NOT GRASP DEFLECTOR 5~c~-L#j\ WRENCH, FLATS ~Lv ENGAGE SPRINKLER 1EAD RELIEF WITH WRENCH JAW FLANGES WRENCH USE EN:kk~' JAW FLANGE MARKED A ONLY FIGURE H W-TYPE 3 SPRINKLER WRENCH FOR USE WITH BB (K=8.0) SPRINKLERS' Installation The TYCO Specific Application Attic Sprinklers for Protecting Attics must be installed in accordance with this section. NOTICE 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 155°F (68°C) and 3/32 inch (2,4 mm) for the 200°F (93°C) tem- perature ratings. A leak-tight 1/2 inch NPT sprinkler joint should be obtained by applying a min- imum-to-maximum torque of 7 to 14 lb-ft (9,5 to 19,0 N.m). Higher levels of torque can distort the sprinkler inlet with consequent leakage or impairment of the sprinkler. WRENCH FLATS ENGAGE SPRINKLER THREAD RELIEF WITH WRENCH JAW FLANGES WRENCH USE END \ JAW FLANGE MARKED--- 'A ONLY FIGURE J W-TYPE 6 SPRINKLER WRENCH FOR USE WITH BB (K=4.2) SPRINKLERS gF WRENCH FLATS ENGAGE SPRINKLER THREAD RELIEF WITH WRENCH JAW FLANGES WRENCH USE END JAW FLANGE MARKED - A ONLY FIGURE K W-TYPE 20 SPRINKLER WRENCH FOR USE WITH HIP (K=5.6) SPRINKLERS To install the Specific Application Attic Sprinklers, complete the following: Step 1. Sprinklers must be oriented correctly as follows: Model BB Sprinklers are to be installed in the upright vertical posi- tion with the flow arrows on the deflector pointing down the two opposing slopes. Model SD Sprinklers are to be installed in the upright vertical posi- tion with the flow direction arrow on the deflector pointing down the slope. The Model HIP Sprinklers are to be installed with the deflector at the top, the sprinkler centerline perpendicular to the ridge of the-hip roof, and the flow direction arrows on the deflec- tor pointing down the two oppos- ing slopes. Unlike the Model BB and Model SD, the Model HIP is installed angled so that its deflector is parallel WRENCH HEX APPLY WRENCH14 TO WRENCH HEX ONLY ADJUST WRENCH JAW TO FIT WRENCH HEX FIGURE L ADJUSTABLE WRENCH FOR USE WITH BB (K=5.6) AND SD (K=5.6) SPRINKLERS WRENCH FLATS T ENGAGE SPRINKLER THREAD RELIEF WITH WRENCH N JAW FLANGES WRENCH USE END \ JAW FLANGE MARKED - A ONLY FIGURE M W-TYPE 6 SPRINKLER WRENCH FOR USE WITH AP (K=4.2 AND 5.6) SPRINKLERS with the slope of the hip ridge line. The Model AP Sprinklers are to be installed in the upright position with the deflector parallel to the roof slope. There are no flow arrows on the deflector to consider; however, a good piping practice is to position all the Model AP Sprinklers so that their frame arms are in the same direction. Step 2. With pipe thread sealant applied to the pipe threads, hand- tighten the sprinkler into the sprinkler fitting. Note: With reference to Figure G, do not grasp the sprinkler by the deflector. Step 3. Wrench-tighten the sprin- kler using only the wrenches shown in Figures H through M. Wrenches are only to be applied to the sprin- kler wrench flats or wrench hex, as applicable. TFP6IO Page 6 of 28 Design Criteria Area of Use The TYCO Specific Application Attic Sprinklers are designed for use in roof structures and combustible and non-combustible sloped attic spaces, including wood joist/rafters and wood trussed attics with a ceiling below. System Type for BB, SD, HIP, or AP Sprinklers Wet using CPVC pipe Wet or dry using steel pipe Note: Use of the 4.2 K sprinklers in dry pipe systems is permitted by NFPA 13 where piping is corrosion resistant or internally galvanized. Hazard Light Hazard. BB, SD, or HIP Allowable Roof Span (Coverage) and Roof Pitch Refer to Table A for allowable roof spans and roof pitches, and for the associated minimum sprinkler flows and pressures. Figures 1, 2, 11 and 12 illustrate where the roof span is to be measured. Coverage Beyond BB, SD or HIP Allowable Roof Spans Up to 10 ft (3,1 m) of coverage at the eave(s) beyond the allowable roof spans for BB, SD, or HIP Sprinklers may be obtained by using a single row of AP Sprinklers. For more information, refer to Figure 14A, 1413, and 15. BB, SD, HIP, or AP Minimum Distance Between Sprinklers 4 ft (1,2 m) as measured along the branchline for BB and SD. For more information, refer to Figure 3. 3 ft (0,9 m) as measured along the branchline for HIP. For more informa- tion, refer to Figure 12. 7 ft (2,1 m) between AP Sprinklers. BB, SD, HIP, or AP Maximum Distance Between Sprinklers 6 ft (1,8 m) on center along the branch- line for BB, SD, and HIP. For more infor- mation, refer to Figure 3 and 12. For AP, the maximum spacing is 10 ft (3,1 m) perpendicular to slope and 12 ft (3,6 m) parallel to slope. When there is more than one row of AP Sprin- klers, the sprinklers must be staggered as seen in Figure 20-13-3. BB, SD, HIP, or AP Minimum Distance to AP Sprinklers or Standard Spray Sprinklers As measured along the peak/ridge direction, 6 ft (1,8 m)from BB, SD, and HIP to Standard Spray Sprinklers. For more information, refer to Figure 4. As measured along the peak/ridge direction, 7 ft (2,1 m) from AP to Stan- dard Spray Sprinklers. For more infor- mation, refer to Figure 4. In the slope direction, 26 ft (7,9 m) from BB or HIP Sprinklers to AP Sprinklers or Standard Spray Sprinklers. For more information, refer to Figure 6. BB, SD, or HIP Deflector Installation Position Below Peak/Ridge or Deck For roof pitches of 4:12 (33%) to 12:12 (100%), 22 in. (558,8 mm) maximum and 16 in. (406,4 mm) minimum. For more information, refer to Figure 2 and 5. For roof pitches of 3:12 (25%) up to 4:12 (33%), (only 4.2K Model BB), 12 in. (304,8 mm) maximum below the peak and a minimum of 1 in. (25,4 mm) below the bottom of the top chord or solid wood rafter. AP Deflector Position and Roof Pitch 1 to 3 in. (25,4 to 75,6 mm) below the bottom of the top chord or bottom of solid wood rafter, where the roof pitch is 3:12 to 12:12 and the top chord or solid wood rafter is a nominal 12 in. (600 mm) or less. BB or SD Deflector Installation Position Above Scissor Truss 18 in. (457,2 mm) minimum. For more information, refer to Figure 5. BB, SD, or HIP Minimum Distance Away from Trusses Attic Sprinklers must be installed 6 in. (152,4 mm) away from the face of trusses. For more information, refer to Figure 7. SD Distance from Shear Wall or Draft Curtain 4 to 6 in. (101,6 to 152,4 mm) from face, and a minimum of 8 in. (203,2 mm) above the bottom of the draft curtain. For more information, refer to Figure 2. Draft Curtains Draft curtains installed to permit the installation of Attic Sprinklers shall be constructed so as to not allow heat to escape through or above the draft curtain. The draft curtain may be con- structed of 1/2 in (12,7 mm) plywood. BB or HIP Maximum Distance from the Center Line of the Ridge 6 in. (152,4 mm) with the deflector located 16 to 22 in. (406,4 mm to 558,8 mm) from the peak. For more informa- tion, refer to Figure 8. Use of UL Listed BLAZEMASTER CPVC Piping with Specific Application Attic Sprinklers for Protecting Attics (Wet Systems Only) BLAZEMASTER CPVC piping may be used in a combustible concealed attic space requiring sprinklers when installed in accordance with the follow- ing guidelines: Note: Where the use of non-com- bustible insulation is specified, verify with the insulation manufacturer as to the non-combustibility of the insula- tion. The non-combustible insulation (fiberglass) may be faced or unfaced. Where faced, the facing need not be non-combustible. The insulation is to have a flame spread index of not more than 25. Verify chemical compatibility of the insulation with BLAZEMASTER CPVC by consulting www.lubrizol.com. BLAZEMASTER CPVC may be used to feed the wet system ceiling sprin- klers on the floor below. There must be 6 in. (152,4 mm) of non-combus- tible insulation covering the horizon- tal or vertical pipe extending 12 in. (304,8 mm) on each side away from the centerline of the pipe. Refer to Figures 9A, 913, and 9C. The area above the pipe must be protected by BB, SD, HIP, or AP Sprinklers. For more information, refer to Figure 9A. If the pipe is located inside the ceil- ing joist, the joist channel must be covered or filled with 6 in. (152,4 mm) of non-combustible insulation on top of the pipe and the area above must be protected by BB, SD, HIP, or AP Sprinklers. For more information, refer to Figure 9B. Insulation is for fire protection purposes. It is not freeze protection. BLAZEMASTER CPVC must be installed in accordance with the BLAZEMASTER installation guide instructions. With reference to Figure 19, BLAZE- MASTER CPVC may be used exposed to feed wet system BB, SD, or HIP Sprinklers where: Risers are vertical and protected by BB, SD, or HIP Sprinklers locat- ed at a maximum lateral distance of 12 in. (304,8 mm) from the riser centerline. BB, SD, or HIP Sprinklers are di- rectly mounted on the brnchline. BB, SD, or HIP Sprinklers are on arm-overs and located at a max- imum lateral distance of 6 in. (152,4 mm) from the branchline centerline. BB, SD, or HIP Sprinklers are on vertical sprigs attached to the branchline. TFPGIO Page 7 of 28 Model K SIN Allowable Roof Span, (a) (b) (e) Feet (m) Minimum Flow, GPM (LPM) Minimum Pressure, psi (bar) Pitch, Rise Over Fun (°/) Dry Pipe System Maximum Water Delivery Time, Seconds BB1 8.0 TY4180 !960(18,3) 38 (144) 22.6 (1,5) 4:12 (33) to less than 7:12 (58) (c) 13132 8.0 TY4181 !g60 (18,3) 38 (144) 22.6 (1,5) 7:12 (58) to less than 10:12 (83) (c) B133 8.0 TY4182 !~60 (18,3) 40(152) 25.0(1,7) 10:12 (83) to 12:12 (100) (c) BB1 5.6 TY3180 >40 (12,2) to !~60 (18,3) 38 (144) 46.0 (3,2) 4:12 (33) to less than 7:12 (58) (c) BB2 5.6 TY3181 >40 (12,2) to 60 (18,3) 38 (144) 46.0 (3,2) 7:12 (58) to less than 10:12 (83) (c) 44 (c) 13131 5.6 1Y3180 540 (12,2) 25 (95) 20.0 (1,4) 5(33) to less than 7:12 (58) (c) BB2 5.6 W TY3181 ~40 (12,2) 25 (95) 20.0 (1,4) to less can 10:1283) (c) BB3 5.6 TY3182 :540 (12,2) 25 (95) 20.0 (1,4) 10:12 (83) to 12:12 (100) (c) BB1 4.2 TY2180 !~20 (6,1) 13 (49) 9.6 (0,7) 3:12 (25) to less than 7:12 (58) 45 (d) 13132 4.2 TY2181 !g20 (6,1) 13 (49) 9.6 (0,7) 7:12 (58) to less than 10:12 (83) 45 (d) 13133 4.2 TY2182 !g20 (6,1) 13 (49) 9.6 (0,7) 10:12 (83) to 12:12 (100) 45 (d) SD1 5.6 TY3183 >30 (9,1) to 540 (12,2) 35 (132) 39.0 (2,7) 4:12 (33) to less than 7:12 (58) (c) SD2 5.6 TY3184 >30 (9,1) to 540 (12,2) 35 (132) 39.0 (2,7) 7:12 (58) to less than 10:12 (83) (c) SD3 5.6 TY3185 >30(9,1) to !~40 (12,2) 35 (132) 39.0 (2,7) 10:12 (83) to 12:12 (100) (C) SD1 5.6 TY3183 >10(3,0) to ~30 (9,1) 25(95) 20.0(1,4) 4:12 (33) to less than 7:12 (58) (c) SD2 5.6 TY3184 >10(3,0) to :~30 (9,1) 25(95) 20.0(1,4) 7:12 (58) to less than 10:12 (83) (c) SD3 5.6 1Y3185 >10(3,0) to ~30 (9,1) 25(95) 20.0(1,4) 10:12 (83) to 12:12 (100) (c) SD1 5.6 TY3183 :510 (3,0) 19 (72) 11.5 (0,8) 4:12 (33) to less than 7:12 (58) (c) SD2 5.6 TY3184 !00 (3,0) 19 (72) 11.5 (0,8) 7:12 (58) to less than 10:12 (83) (c) SD3 5.6 TY3185 !~10 (3,0) 19 (72) 11.5 (0,8) 10:12 (83) to 12:12 (100) (c) HIP 5.6 TY3187 >20 (6,1) to !~28 (8,5) 34 (129) 36.9 (2,5) 4:12 (33) to 12:12 (100) (c) f AP 5.6 1Y3190 10 (3 x 12 (3 6) Mm. 7 psi (0,48 bar) 3:12 (25) to 12:12(100) 60(d) R41 IN A M/niln.) Design NOTES C. RefertoNFPA13. The BB and SD roof span is measured horizontally (not along the d. Maximum water delivery time for all system sizes. slope) as shown in Figure 1 and Figure 2. e. The AP roof span is measured along the slope. Maximum loft (3, m) perpendicu- The HIP roof span is measured horizontally as shown in Figure 2. lar to slope by maximum 12 ft (3,6 m) parallel to slope. TABLE A ALLOWABLE ROOF SPAN, FLOW, PRESSURE, AND PITCH FOR SPECIFIC APPLICATION SPRINKLERS FOR PROTECTING ATTICS BB, SD, or HIP Sprinklers are on arm-over or angled sprigs, and lo- cated at a maximum lateral dis- tance of 6 in. (152,4 mm) from the branchline centerline. A minimum lateral distance of 18 in. (450 mm) is maintained be- tween the CPVC pipe and a heat producing device such as heat pumps, fan motors, and heat lamps. BLAZEMASTER CPVC may be used exposed to provide wet system, ver- tical or angled, sprigs to AP Sprin- klers (refer to Figures 17A and 1713) where: The exposed portion of an angled sprig is a maximum length of 3 ft (0,9 m). Total sprig length 4 ft (1,2 m) or longer shall be restrained against lateral movement per NFPA 13. Vertical restraint is provided using the CPVC hanger support for horizontal pipe runs. Vertical sprigs have a maximum exposed length of 10 ft (3,05 m), the AP Sprinkler is located at a maximum lateral distance of 12 in. (3304,8 mm) from the sprig center- line, and the sprig is supported at the swing joint to the AP Sprinkler. A minimum 6 in. (152,4 mm) deep of non-combustible insulation ex- tending 12 in. (304,8 mm) on each side away from the centerline of the CPVC branchline feeding the AP sprigs (refer to Figure 17A). If the CPVC branchline is locat- ed inside the ceiling joist, the joist channel must be covered or filled with a minimum of 6 in. (152,4 mm) deep of noncombustible insula- tion on top of the branchline feed- ing the AP sprigs (refer to Figure 1713). Insulation is for fire protection purposes. It is not freeze protec- tion. Additional depth of non-com- bustible insulation may be added to reduce the exposed length of the AP sprigs. A minimum lateral distance of 18 in. (450 mm) is maintained be- tween the CPVC pipe and a heat producing device such as heat pumps, fan motors, and heat lamps. Mismatched Slopes Refer to Figure 10. Obstructions For BB, SD, and HIP, refer to Figure 16. For AP Sprinklers, refer to Figure 18. BB, SD, HIP, and AP Sprinklers may be installed directly on maximum 2-1/2 inch NPS (DN65) branch lines without the need for sprigs. See NFPA 13 for requirements when installed on pipe greater than 2-1/2 inch NPS (0N65). TFP6IO Page 8 of 28 Hydraulic Requirements Refer to Figure 20. Determine the Correct Flow and Pressure For BB, SD, or HIP Sprinklers, deter- mine the roof span (measured horizon- tally) and the slope of the roof, and then refer to Table A. There is no interpola- tion of the flow and pressure shown. Round all cases to the next higher spacing. For example, a 45 ft (13,7 m) span with the BB1 (K=8.0) would be calculated at the 60 feet (18,3 m) span. For the AP Sprinklers, the minimum design pressure is 7 psi, and the minimum design density is 0.10 gpm/ft2 (4,1 mm/mm). The NFPA 13, 20 psi (1,4 bar) minimum operating pressure for Standard Spray Sprinkler spacings parallel to the ridge that are above 8 ft (2,4 m) does not apply to the AP. Coverage Area Coverage area for the BB Sprinklers is determined by twice the distance of the furthest throw measured along the slope multiplied by the distance along the branchline. The maximum distance along branchline is 6 ft (1,8 m) regardless of the length of the throw. Note: The distance along the branch- line may have to be reduced to less than the maximum of 6 ft (1,8 m) to remain under 400 ft2 (37,2 m2) maximum depending on the slope and the span. In no case can the span exceed 60 ft (18,3 m) without additional Standard Spray Sprinklers. Coverage area for the SD (Single Directional) Sprinklers is the distance along the branchline multiplied by the distance of the throw down the slope. Regardless of the throw, the maximum distance along the branch- line is 6 ft (1,8 m), the maximum throw measured horizontally is 40 ft (12,2 m), and the maximum coverage per sprinkler is 400 ft2 (37,2 m2). Coverage area for the HIP Sprinklers is the distance down the larger slope multiplied by two, and multiplied by the distance between the sprinklers as measured along the slope of the hip. Coverage area for the AP (Attic Plus) Sprinklers is the distance along the branchline multiplied by the distance between the branchlines. The max- imum spacing is 10 ft (3,1 m) per- pendicular to the slope and 12 ft (3,6 m) parallel to slope, and as mea- sured on the slope. When there is more than one row of AP Sprinklers, the sprinklers must be staggered per Figure 20-B-3. The maximum spac- ing per sprinkler is 120 ft2 (11,1 m2). Design Guidelines To design a project with the TYCO Spe- cific Application Attic Sprinklers, use these steps as a guideline: Determine if single, dual directional or hip sprinkler is needed. Determine the roof slope is between 3:12 to 12:12. If more than one slope is being used on a project, select the correct sprinkler for each area. Follow the guidelines for each type of sprinkler. Calculate the sprinkler system in accordance with the appropriate flow and pressure information provided in Table A, as well as Figure 20. There is no interpolation of the flows and pressures shown on the chart. Note: The Model BB, SD, HIP and AP Specific Application Sprinklers have not been evaluated for use with sprayed on foam insulation. For BB Sprinklers (Back to Back Dual Directional) Verify the framing direction is per- pendicular to the outside wall (refer to Figure 12). If not, cover that area with AP Sprinklers or Standard Spray Sprinklers (refer Figure 13). Determine the throw needed. For more information, see the spac- ing requirements in Table A. If over 20 ft (6,1 m) and up to 60 ft (18,3 m) is required, use the 8.0 K-factor, BB Sprinklers to reduce the pressure required. If pressure is not a concern, use the 5.6 K-factor, BB Sprinklers to minimize over discharge. If less than 20 ft (6,1 m) is required, use the 4.2 K-factor, Back to Back Dual Directional to minimize pressure and flow requirements. Determine the distance along the slope. If the distance is not equal, use the longer side. Multiply the lon- ger side by two to determine the spacing down the slope. Four hun- dred divided by this value will deter- mine the maximum spacing along the ridge. The maximum distance is 6 ft (1,8 m). For example, a 12:12 slope at the maximum span of 60 ft (18,3-rn) will produce a slope length of approximately 42.5 ft (13,0 m). That number multiplied by two pro- duces an 85 ft (25,9 m) throw. A 400 ft2 maximum divided by an 85 ft (25,9 m) throw only allows a 4 ft 8 in. (1,4 m) spacing along the ridge. Using the maximum spacing, space the sprinklers along the ridge. Avoid obstructions as shown in Fig- ure 16. If necessary, add Model AP Sprinklers or Standard Spray Sprin- klers to maintain coverage around obstructions. For SD Sprinklers (Single Directional) Determine the throw needed. As the 400 ft2 (37,2 m2) is not a factor with the SD Sprinklers, the maximum spacing is 6 ft (1,8 m) and the mini- mum is 4 ft (1,2 m). For more infor- mation, refer to Figures 2 and 11. The reason 400 ft2 is not an issue with the single directional is because, at its maximum spacing, 6 ft (1,8 m) on center / covering 40 ft (12,2 m) flat / a 12:12 slope / and the throw being 56.5 ft (17,2 m), the 400 ft2 (37,2 m2) maximum would not be exceeded. Avoid obstructions as shown in Fig- ure 16. If necessary, add Model AP Sprinklers or Standard Spray Sprin- klers to maintain coverage around obstructions. For HIP Sprinklers Verify framing direction is perpendic- ular to outside wall (refer to Figure 12). If not, cover that area with AP Sprinklers or Standard Spray Sprin- klers (refer to Figure 13). From the intersection of the top of the hip and the ridge, the maximum distance down the slope of the hip is 3 ft (0,9 m). Start the layout with the first sprinkler as close to that point as possible, but no further, while staying 6 in. (152,4 mm) away from the face of the trusses. Remember the slope of the hip is not equal to the slope of the roof from the ridge to the out- side wall. Continue to space sprin- klers down the hip at a maximum of 6 ft (1,8 m) on center as measured along the slope of the hip. When the bottom of the hip is encountered, the last sprinkler must be within 7-1/2 ft (2,3 m) of the outside wall as mea- sured flat (plan view). If this pipe is "cut to fit", remember to account for the different slopes of the hip and the roof, as well as distances measured along the slope verses horizontal in plan view must be accounted for. Avoid obstructions as shown in Fig- ure 16. If necessary, add Model AP Sprinklers or Standard Spray Sprin- klers to maintain coverage around obstructions. TFP6IO Page 9 of 28 Care and Maintenance The TYCO Specific Application Attic Sprinklers for Protecting Attics must be maintained and serviced in accor- dance 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 protec- tion system from the proper authorities and notify all personnel who may be affected by this action. 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 NFPA, such as NFPA 25. In addition to the standards of any other authori- ties having jurisdiction. Contact the installing contractor or product manu- facturer with any questions. Automatic sprinkler systems should be inspected, tested, and maintained by a qualified Inspection Service in accor- dance with local requirements and/or national code. Sprinklers that are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated, or otherwise altered after leaving the factory. Modi- fied sprinklers must be replaced. Over-heated solder type sprinklers must be replaced. Bulb-type sprin- klers that have been exposed to cor- rosive 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 sprinkler that has a cracked bulb or that has lost liquid from its bulb. For more informa- tion, refer to the Installation Section. 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: Model (specify), K-factor (specify), SIN (specify), Specific Appli- cation Attic Sprinkler, P/N (specify): BB1 (K=8.0), 1Y4180 ......................51-623-1-200 13132 (K=8.0), 1Y4181 ......................51-621-1-200 B133 (K=8.0), TY4182 ......................51-622-1-200 BB1 (K=5.6), TY3180 ......................50-601-1-212 BB2 (K=5.6), TY3181 ......................50-602-1-212 BB3 (K=5.6), 1Y3182 ......................50-603-1-212 13131 (K=4.2), TY2180 ...................... 50-620-1 -200 BB2 (K=4.2), 1Y2181 ......................50-621-1-200 BB3 (K=4.2), 1Y2182 ...................... 50-622-1 -200 SD1 (K=5.6), 1Y3183 ......................50-611-1-212 SD2 (K=5.6), TY3184 ......................50-612-1-212 S03 (K=5.6), TY3185 .............. ........ 50-613-1 -212 HIP (K=5.6), 1Y3187 ......................51 -620-1-200 AP (K=5.6), TY3190 ...................... 50-625-1 -200 AP (K=4.2), 1Y2190 ...................... 50-624-1 -200 Sprinkler Wrench Specify: W-Type 3 Sprinkler Wrench, P/N 56-895-1-001 Specify: W-Type 20 Sprinkler Wrench, P/N 56-000-1-106 Specify: W-Type 6 Sprinkler Wrench, P/N 56-000-6-387 TFP6IO Page 10 of 28 ROOF SPAN - -. (COVERAGE) —j SEE FIG. 11 BACK TO BACK STANDARD SPRINKLER TRUSS SCISSOR 12 TRUSS 4-12 I— FIGURE 1 6-0 (183 m) MAXIMUM_________ 4-0 (1,22 m) MINIMUM II II II II II II BBorSDATTIC II II ,/IISPRINKLERSII RID GE II II II BRANCH II II II II II LINE II II I II II II II I TRUSS - I II II CEILING II I II II II II I II II II / II I, II II II I ii FIGURE 3 22 (558,8 mm) MAX. BB, SD or HIP ATTIC 16 (406,4 mm) MIN. SPRINKLER -or- STANDARD FOR A ROOF PITCH LESS THAN 4:12(33%), TRUSS 18 MIN. (457,2 mm) 12 (304,8 mm) MAXIMUM BELOW PEAK AND 1 (25,4 mm) MINIMUM / BELOW BOTTOM OF TOP CHORD OR \\ CISSOR RAFTER _ TRUSS \t ii FIGURE 5 6(152,4mm) II II MINIMUM Tr- BB, SD or HIP II II SPRINKLER ii RIDGE II II II BRANCH II II II II II LINE II II II II II II II H TRUSS-1 1 II CEILING 11 II II II II II II II II II / II FIGURE 7 H h 6 (152,4 mm) MAX. DEC ROOF SPAN 4 (101,6 mm) MIN. (COVERAGE) FROM WALL K AP or STANDARD SPRAY SPRINKLER SINGLE DIRECTIONAL SPRINKLERS /7 22 (558,8 mm) MAX. SEE FIG ii F 16 (406,4 mm) MIN. BOTTOM OF SHEATHING DRAFT 8 M\ URTA CIN FULL WALL TO DECK TO DECK (203,2 mm FIGURE 2 7-0 (2,1 m) MIN. FOR AP SPRINKLERS - 6-0 (1,8 m) MINIMUM FOR I STANDARD SPRAY SPRINKLERS I II II II II II I AP0rSTANDARD II ATTIC 11 II I SPRAY SPRINKLER II SPRINKLER T1 RIDGE II II I II BRANCH II II I II LINE II TRUSS - II I CEILING II II II I FIGURE 4 BB, SD or HIP ATTIC SPRINKLER 26-0 STANDARD (/<c AP or SPRAY MINIMUM SPRINKLERS FIGURE 6 6(152,4mm) MAXIMUM BB or HIP ATTIC SPRINKLER 22 (558,8 mm) MAX. 16 (406,4 mm) MIN. BOTTOM OF SHEATHING I ZAZ\ I FIGURE 8 TFP6IO Page 11 of 28 F(3'2"MIN. -I.. 12' MIN. ATTIC 04,8 mm) ' (304,8 mmT SPRINKLER ____________________________ PROTECTED SPACE 6' MIN. (152,4 mm) G7 NON-COMBUSTIBLE JOIST INSULATION FOR FIRE PROTECTION OF CPVC CPVC PIPE CEILING PIPE, NOT FREEZE & FITTINGS SPRINKLER PROTECTION FIGURE 9A NON-COMBUSTIBLE INSULATION ATTIC FOR FIRE PROTECTION OF CPVC PIPE, SPRINKLER NOT FREEZE PROTECTION PROTECTED OPTION A OPTION B SPACE x E_// 6" MIN. (152,4 mm) CPVC PIPE CEILING JOIST \ & FITTINGS SPRINKLER CEILING FIGURE 98 NON-COMBUSTIBLE INSULATION ATTIC FOR FIRE PROTECTION OF CPVC PIPE, SPRINKLER NOT FREEZE PROTECTION PROTECTED SPACE VERTICAL RISE i~x (152,4 mm) CEILING JOIST CEILING CPVC PIPE ELEVATION CHANGE & FITTINGS CEILING FIGURE 9C FIGURE 9 NON-COMBUSTIBLE INSULATION FOR THE PROTECTION OF CPVC PIPE SINGLE DIRECTIONAL SPRINKLERS AS APPROPRIATE FOR RESPECTIVE SLOPE DRAFT CURTAIN / \ 8" MIN. (SHOWN) (203,2 mm) OR FULL WALL TO ROOF DEC ZA WHEN ANGLE "A" DOES NOT EQUAL ANGLE "B" FIGURE 10 PERMITTED USE OF ATTIC SPRINKLERS FOR MISMATCHED SLOPES AP or STANDARD SPRAY SPRINKLER COVERAGE ON SLOPE BB, SD or HIP COVERAGE ON HORIZONTAL / CEILING ROOF JOIST JOIST OR TOP CHORD AP or STANDARD SPRAY SPRINKLER COVERAGE ON SLOPE BB, SD or HIP \ COVERAGE ON MAXIMUM HORIZONTAL PERMITTED TOP OF INSULATION NON-COMBUSTIBLE ROOF JOIST INSULATION OR TOP CHORD FIGURE 11 COVERAGE STARTING POINT ATEAVE TFP6IO Page 12 of 28 FIGURE 12 HIP ROOF INSTALLATION WITH RAFTERS FRAMED PERPENDICULAR TO OUTSIDE WALL (SHOWN WITH HIP SPRINKLERS PROTECTING HIP SLOPE AND ADJACENT AREAS TO HIP SLOPE) I-.-- 7-6' (2,3 m) MAX. HORIZONTAL I I I I I I I I I I I I I I I I HIP SPRINKLERS - I I I I I I I I BACK PROTECT AREA ON I I I I I I I I TO BACK BOTH SIDES OF - - - - I I I I I I I I SPRINKLERS I I I I I I I I I HIP RIDGE I I I I I I I I I RAFTERS IN HIP SLOPE ----HIP - - - I I I I I I AREA PERPENDICULAR -_ SLOPE - I I I I I ROOF TO OUTSIDE WALL -- ._ -- I I I I II SLOPE I OUTSIDE - - I LINE MAXIMUM WALL - - 28-0" (8,5 m) - HORIZONTAL HIP I RIDGES - I I I SEE FIG. 11 I 6-0" (1,8 m)MAX. 3-0(0,9 m) 3-0" (0,9 m) MIN. MAX. ON ON HIP SLOPE HIP SLOPE FIGURE 13B HIP ROOF INSTALLATION WITH TRUSSES FRAMED PARALLEL TO OUTSIDE WALL (SHOWN WITH STANDARD SPRAY OR AP SPRINKLERS IN HIP SLOPE AND ADJACENT AREAS TO HIP SLOPE) STANDARD SPRAY SPRINKLERS INSTALLED PER NFPA 13 IN HIP SLOPE AREA WHEN TRUSSES ARE FRAMED PARALLEL TO OUTSIDE WALL TRUSSES IN HIP SLOPE AREA PARALLEL TO OUTSIDE WALL OUTSIDE WALL WHERE AN AREA (SHOWN NON-SHADED) IS PROTECTED WITH AP SPRINKLERS, CPVC MAY BE USED FOR CEILING PROTECTION BELOW (SEE PAGE 6) HIP RIDGES 1 6-0" (1,8 m)MAX. I I I I I N.\H1 I I I I I I BACK I TO BACK I \ 19I I P SPRINKLERS t\L H I HIP I I ISLOPE l iN I I ROOF SLOPE I IS Vi \I I i/I I RIDGE LINE I I I•I I I 1111: I I I I I I I I I I I I I III LII I I CPVC PIPE MAY BE USED IN SHADED AREA ONLY FOR CEILING PROTECTION BELOW (SEEPAGE 6) FIGURE 13A HIP ROOF INSTALLATION WITH TRUSSES FRAMED PARALLEL TO OUTSIDE WALL (SHOWN WITH STANDARD SPRAY OR AP SPRINKLERS IN HIP SLOPE) WHERE AN AREA (SHOWN NON-SHADED) IS PROTECTED WITH AP SPRINKLERS, CPVC MAY BE USED FOR CEILING PROTECTION BELOW (SEE PAGE 6) 6-0" (1,8 m) MAX. -- h- --- ...- 6-0" (1,8 m) MAX. STANDARD SPRAY I SPRINKLERS INSTALLED I F I PER NFPA13IN HIP SLOPE I I L I BACK AREA WHEN TRUSSES i— I TO BACK ARE FRAMED PARALLEL I I I SPRINKLERS TO OUTSIDE WALL I I I / TRUSSES IN HIP SLOPE AREA PARALLEL TO OUTSIDE WALL • I SLOPE I \! ROOF V Y \ SLOPE I I $ OUTSIDE WALL I-'-- I I S 11" I MAXIMUM I I I RIDGE LINE 40-0" (12,2 m) SINGLE r I HORIZONTAL DIRECTIONAL I / 3'-0 (0,9 m) ROOF SPAN SPRINKLERS I I MAX. ON (COVERAGE) 1/ I HIP SLOPE HIP RIDGES 3-O" MAX. ON _/ CPVC PIPE MAY BE USED IN SHADED AREA ONLY HIP SLOPE I FOR CEILING PROTECTION BELOW (SEE PAGE 6) TFP6IO Page 13 of 28 Attic Spaces Greater Than 60 ft (18,3m) up to 80 ft (24,4m) Wide, (refer to Figures 14 and 15). Only 8.0 K, BB Sprinklers in conjunction with AP Sprinklers or Standard Spray Sprinklers can be used to protect attics up to 80 ft (24,4 m) wide. NOTES: Attics over 80 ft (24,4 m) wide must use Standard Spray Sprinklers throughout because Attic Sprinklers have not been tested in this scenario. For single ridge construction (refer to Figure 14A and 1413), use 8.0K, BB Sprinklers to protect the center portion. AP Sprinklers (refer to Figure 14A) or Standard Spray Sprinklers (refer to Figure 14B) are then used to protect up to 10 ft (3,1 m) of width at the eaves beyond the maximum allowable 60 ft (18,3 m) span of the 8.01K, BB Sprinklers. For hip roof construction (refer to Figure 15), use 8.01K, BB Sprinklers in the center portion and HIP Sprinklers can be located down the entire hip. AP Sprinklers or Standard Spray Sprinklers are then used to protect up to 10 ft (3,1 m) of width at the eaves beyond the maximum allowable 60 ft (18,3 m) span of the 8.01K, BB Sprinklers, and the maximum allowable horizontal coverage of the HIP Sprinklers. SEE FIG. 11 SEE FIG. 11 I SD SPAN (TABLE A) -- BB SPAN I (TABLE A) AP I 10'-0 MAX. SPRINKLERS 10-0 MAX. (3,05 m) BB ATTIC SPACED (3,05 m) SPRINKLER SPRINKLER 7-0(1,8 m) AP SPRINKLER TO COVERAGE (1 83 m) S SD ATTIC PRINKLER 10'- COVERAGE MAX.730m X1 AMAX, NTER (1,83 m) SPRINKLERS ON CENTER FIGURE 14A FIGURE 14B BACK IISPRINKLERS TO BACK SPRINKLERS HIP RIDGES • • • 0m) AP SPRINKLERS - - RIDGE AT THE EAVES LINE PERIMETER HIP PROTECTION '~LOPE --, ROOF AREA - SLOPE BB SPAN (TABLE A) 10,-0,, - -. F (3,0 m) CPVC PIPE MAY BE USED IN SHADED -0' to 10-0 AREA FOR CEILING ,1 m to 3,0m) PROTECTION BELOW N CENTER FOR (SEE PAGE 6) AP SPRINKLERS FIGURE 15 TFP6IO Page 14 of 28 BB ATTIC BB ATTIC SPRINKLER 3-1/2 MIN. ANY SPRINKLER 36" IN. DISTANCE / (88,9 mm) / AIR SPACE (914,4 mm) NO I GREATER ADDITIONAL ADDITIONAL AP L~52:,4mm') (1524mm)SPRINKLER THAN 6" REQUIRED OR STANDARD SPRAY SPRINKLER REQUIRED j, 14A OR 14B) (LOCATE PER FIGURE FIGURE 16A FIGURE 16B There can be a maximum of a 6 in. (152,4 mm) high Horizontal Obstruction as long as it is 36 in. (914,4 mm), measured vertically, below the Attic Sprinkler. If the obstruction is closer or larger, there must be a sprinkler on the other side of the obstruction. Refer to Figures 16A and 16B. This criteria does not limit the top chord of the trusses or the depth of the raf- ter, but does limit the obstructions that run across the trusses or rafters. BB ATTIC SPRINKLER NO 6' (152,4 mm) ,, 36" (914,4 mm) MINIMUM /,'\ MINIMUM 4ADDITIONAL SPRINKLER \\ / i REQUIRED 4/1,2m \MAXIMUM \\ FIGURE 16C LESS THAN BB ATTIC 6" (152,4 mm) SPRINKLER 36' (914,4 mm) ADDITIONAL AP MINIMUM OR STANDARD SPRAY SPRINKLER(S) REQUIRED (LOCATE PER FIGURE 14AOR14B) GREATER THAN /4-0 (1,2 m) FIGURE 16D If the Horizontal Obstruction is below the sprinkler, there must be 6 in. (152,4 mm) clearance over the top of the obstruction, and the obstruction must be 4 ft (1,2 m) or less in width to allow water to pass both over and under the obstruction. The clearance is measured perpendicu- lar to and from the bottom of the rafter. If there is not 6 in. must be located on the other side of the obstruc- tion. If the obstruction is greater than 4 ft (1,2 m) in width, a sprinkler must be added below the obstruction. Refer to Figures 16C and 16D, where the maximum spacing for AP Sprinklers is 12 ft (3,7 m) and Standard Spray Sprin- klers is 15 ft (4,6 m). Dimension A Distance B Additional Sprinkler Required Beyond Obstruction Maximum Horizontal Dimension of Obstruction Minimum Horizontal Distance to Obstruction All vertical Obstructions <6' (152,4 mm) YES 1/2-1" (12,7 mm-25,4 mm) 6" (152,4 mm) NO 1-4" (25,4 mm-101,6 mm) 12" (304,8 mm) NO 4"-8" (101,4 mm-203,2 mm) 24" (609,6 mm) NO 8-10" (203,2 mm-254,0 mm) 5-0" (1,52 m) NO 10"-20"(254,omm-508,omm) 10'-0"(3,05m) NO 20-30" (508,0 mm-762,0 mm) 15-0" (4,57 m) NO 30-40" (762,0 mm-1016,0 mm) 20-0" (6,10 m) NO 40"-48"(1016,omm-1219,2min) 25-0" (7,62m) I NO >48(1219,2 mm) Any Distance . Lj YES DIMENSION A PER TABLE DIMENSION B 1111 ADDITIONAL AP PER TABLE OR STANDARD SPRAY SPRINKLER REQUIRED (LOCATE PER FIGURE 14AOR14B) FIGURE 16E For Vertical Obstructions, the maximum dimension of the obstruction is its width and the horizontal distance away from the obstruction is measured horizontally. FIGURE 16 (1 0F2) OBSTRUCTIONS TO WATER DISTRIBUTION - BB, SD AND HIP TFP6IO Page 15 of 28 FIGURE 16F AREA OUTSIDE OF MECHANICAL SPACE OR SIMILAR COMPARTMENTAL SPACE When a BB Sprinkler is 36 in. (914,4 mm) or greater above the space, and 36 in. (914,4 mm) or greater clearance above the space is present, additional sprinklers are not needed. When a BB Sprinkler is 36 in. (914,4 mm) or greater above the space, and a 12 to 36 in. (304,8 to 914,4 mm) clear- ance above the space is present, Intermediate Level Stan- dard Sprinklers are to be installed to protect the obstructed area. Otherwise, the area beyond the mechanical space is to be protected as shown by installing Standard Spray Sprinklers as necessary or by constructing a shear wall and installing SD Sprinklers. Note: In all cases, the mechanical space or similar compartmented space is to be sprinklered per its respective hazard rating and sep- arated from the light hazard attic space by construction that has a fire resistance rating based on the water supply duration required for the hazard rating within the mechanical space or similar com- partmented space. BB ATTIC SPRINKLER 36" (914,4 mm) OR GREATER NO 36 (914,4 mm) ADDITIONAL XZ a SPRINKLERS OR GREATER REQUIRED STANDARD - MECHANI( SPRAY SPRINKLER SPACE FIGURE 16G PIGGYBACK TRUSSES When a BB Sprinkler can be installed below or between stiffeners and maintain the 16 to 22 in. (404,4 to 558,8 mm) distance to the peak, as well as the "V' and "H" clearance to the stiffeners, additional sprinklers are not required. When the stiffeners are located a minimum of 12 in. (304,8 mm) below the BB Sprinkler, the stiffeners are 7-1/2 in. (190,5 mm) maximum in width, the openings are 12 in. (304,8 mm) minimum, and there is 70% minimum open area, additional sprinklers are not required. Otherwise, additional sprinklers are required as shown. V H BB1 BB2 BB3 0" 0" 0" 0" v>o V+15" V+10" V+8" BOTTOM STIFFENERS TOP OF BB ATTIC DEFLECTOR SPRINKLER BB ATTIC 70% MINIMUM 4' (101 ,6 mm) TO SPRINKLER OPEN AREA 6 (152,4 mm) , , STIFFENERS 12" MIN. 12" (304,8 mm) TO 36 (9144mm) OR GREATER 3-1/2" MIN. 36' (914,4 mm) _________________ (88,9 mm) INTERMEDIATE -. LEVEL BB ATTIC (304,8 mm) AIR SPACE STANDARD SPRAY SPRINKLER SPRINKLER MAX.12" MIN. L__ STANDARD 1MEcHANICAL 4' (101,6 mm) TO 7-1/2" ______ SPRAY SPRINKLER SPACE 6 (152,4 mm) TYR C'- (190,5 mm) (304,8 mm) '"I BB ATTIC BB ATTIC LESS THAN SPRINKLER STANDARD SPRINKLER OR 70% OPEN AREA, SPRAY SPRINKLER STANDARD SPRAY OPENINGS LESS THAN LESS THAN SPRINKLER 12 (304,8 mm) WIDE, 12' OR THAN R STIFFENERS INTERMEDIATE LEVEL / WIDE 7-1/2"(190,5mm) STANDARD SPRINKLER 7/' I I MECHANICAL SPACE I I N"".. PROTECT WITH ADD SHEAR WALL AND STANDARD SPRAY PROTECT WITH SINGLE SPRINKLERS DIRECTIONAL SPRINKLERS SINGLE INSTALL SINGLE DIRECTIONAL DRAFT CURTAIN DIRECTIONAL SPRINKLER OR FULL WALL SPRINKLER FIGURE 16 (2 0F2) OBSTRUCTIONS TO WATER DISTRIBUTION - BB, SD, AND HIP (Obstructions to Water Distribution for Attic Sprinklers Differ from Standard Sprinklers as Shown) TFP6IO Page 16 of 28 FIGURE 17A EXPOSED CPVC WITH AP SPRINKLERS AND BRANCHLINE OVER JOISTS - 3-0" MAX. AP SPRINKLER _ (0,9 m) \\ AP SPRIG 6' IOIST (152,4 mm) L_12' MIN. I' 12" MIN. I 304,8 mm) (304,8 mm'1 NON-COMBUSTIBLE INSULATION FOR FIRE PROTECTION OF CPVC CEILING PIPE, NOT FREEZE PROTECTION OPTION A AP SPRINKLER AP 10-0 MAX. u SPRIG (3,0m) 6" MIN. r-JOIST i F1 (152,4 mm) L12' MIN. ___[_/ 12" MIN. I 304,8 mm) (304,8 mm" NON-COMBUSTIBLE INSULATION FOR FIRE PROTECTION OF CPVC CEILING PIPE, NOT FREEZE PROTECTION OPTION B 3-0" MAX. AP - (0,9 m) SPRINKLER SPRINKLER AP 10-0" MAX. AP SPRIG (3,0 m) SPRIG FIGURE 17B EXPOSED CPVC WITH AP SPRINKLERS AND BRANCHLINE WITHIN JOIST JOIST JOISTS 6 MIN. NON-COMBUSTIBLE 6" MIN. / NON-COMBUSTIBLE (152,4 mm) INSULATION INSUTION FOR FIRE (152,4 mm) / INSULATION FOR FIRE / PROTECTION OF CPVC I PROTECTION OF CPVC / PIPE, NOT FREEZE / PIPE, NOT FREEZE CEILING PROTECTION CEILING PROTECTION OPTION A OPTION B OBSTRUCTION OBSTRUCTION AP j_ \ ,. Al L_ \ SPRINKLER C AP C SPRINKLER D A !~ 24' (609,6 mm) D A (Use dimension C or D, whichever is greater) ELEVATION VIEW PLAN VIEW Horizontal Minimum Vertical Distance Distance Below Deflector (A) (B) 3- (!A52,4 mm) (76,2 mm) >6"to9' 4' (>152,4 mm to 228,6 mm) (101,6 mm) >9"to12' 6' (>228,6 mm to 304,8 mm) (88,9 mm) >12' to 15' 8" (>304,8 mm to 381,0 mm) (203.2 mm) >15' to 18" 9-1/2' (>381,0 mm to 457,2 mm) (241,3 mm) >18 to 24' 12-1/2" (>457,2 mm to 609,6 mm) (317,5 mm) >24'.to 30' 15-1/2" (>609,6 mm to 762,0 mm) (393,7 mm) >30' 18' (>762,0 mm) - (457,2 mm) FIGURE 18 OBSTRUCTIONS TO WATER DISTRIBUTION FOR MODEL AP SPRINKLERS B AP SPRINKLER OBSTRUCTION TFP6IO Page 17 of 28 A=6 (150 mm) MAX. A B = 12 (300 mm) MAX. ANGLE SPRIG B r ARM, ARMOV ARMOVER )RANCHLINE RANCHLINE L VERTICAL RISER ER SPRIG VERTICAL RISER DIRECT MOUNT VERTICAL S M PRIG FIGURE 19 HYDRAULIC CALCULATIONS Attic sprinklers must be calculated in conformance with these guidelines. In all cases, the design area shall include the most hydraulically demanding sprinklers. More than one set of calculations may be required to prove different situations. For individual areas requiring more than four AP Sprinklers, the maximum area of attic protected by AP Sprinklers is limited to 3000 ft2 (279 m2) in any single area. Areas must be separated by a minimum of 15 ft (4,6 m) by an area protected by BB, SD,or HIP Sprinklers, in order to be considered separate areas. The hydraulic calculations have been divided into three parts as follows: FIGURE 20-A: "Attics Protected Entirely By BB, SD, and HIP Attic Sprinklers". 20-A-1 (Page 18) BB Sprinklers 20-A-2 (Page 18) BB and HIP Sprinklers 20-A-3 (Page 19) BB and SD Sprinklers 20-A-4 (Page 19) SD Sprinklers 20-A-5 (Page 19) SD and HIP Sprinklers 20-A-6 (Page 19) HIP Sprinklers FIGURE 20-13: "Attics Protected With A Mixture Of BB. SD, and HIP Attic Sprinklers And AP Sprinklers". 20-B-1 (Page 20) SD Sprinklers and AP Sprinklers At The Ridge 20-B-2 (Page 20) BB Sprinklers and AP Sprinklers At The Eaves or Beyond An Obstruction 20-B-3 (Page 21) BB Sprinklers and AP Sprinklers At The Hip 20-B-4 (Page 21) BB Sprinklers, SD Sprinklers, HIP Sprinklers, and AP Sprinklers At The Hip 20-B-5 (Page 22) BB, SD, or HIP Sprinklers and AP Sprinklers in a Dormer, at a Cross, or at an Eli 20-B-6 (Page 22) BB,SD, or HIP Sprinklers and AP Sprinklers Separated By Compartmentalization FIGURE 20-C: "Attics Protected With A Mixture Of BB. SD, and HIP Attic Sprinklers And Standard Spray Sprinklers". 20-C-1 (Page 23) SD Sprinklers and Standard Spray Sprinklers At The Ridge 20-C-2 (Page 23) BB Sprinklers and Standard Spray Sprinklers At The Eaves or Beyond An Obstruction 20-C-3 (Page 24) BB Sprinklers and Standard Spray Sprinklers At The Hip 20-C-4 (Page 25) BB Sprinklers, SD Sprinklers, HIP Sprinklers, and Standard Spray Sprinklers At The Hip 20-C-5 (Page 26) BB, SD, or HIP Sprinklers and Standard Spray Sprinklers in a Dormer, at a Cross, or at an Ell 20-C-6 (Page 26) BB, SD, or HIP Sprinklers and Standard Sprinklers Separated By Compartmentalization . MODEL BB MODEL SD MODEL AP MODEL HIP OR STANDARD BACK TO BACK SINGLE DIRECTIONAL SPRAY FIGURE 20 HYDRAULIC CALCULATIONS DRY C' STEM SHOWN DRY SYSTEM SHOWN TFP6IO Page 18 of 28 FIGURE 20-A-1. BB SPRINKLERS Wet Systems: Calculate the most RIDGE demanding five sprinklers. Dry Systems: Calculate the most demanding seven sprinklers. See the adjacent figure. DRY SYSTEM SHOWN C DDE FIGURE 20-A-2. BB AND HIP SPRINKLERS Wet Systems: Calculate the most demanding five sprinklers. Dry Systems: Calculate the most demanding seven sprinklers. Then calculate the most demanding contiguous nine sprinklers with a maximum of seven to be BB Sprin- klers. See the adjacent figures. Use the most demanding calculation. TFP6IO Page 19 of 28 FIGURE 20-A-3. BB AND SD SPRINKLERS Wet Systems: Calculate the most demanding five BB Sprinklers plus two SD Sprinklers. Dry Systems: Calculate the most demanding seven BB Sprinklers plus up to two SD Sprinklers. See the adjacent figure. OBSTRUCTION RIDGE •I•••••I• 0 DRY SYSTEM SHOWN FIGURE 20-A-4. SD SPRIN- KLERS RIDGE Wet Systems: Calculate the most 1 1 1 1 1 1 1 1 1 * 1 demanding five SD Sprinklers. V V V V V V V V V T \ V Dry Systems: Calculate the most WALL OR demanding nine SD Sprinklers. DRAFT CURTAIN See the adjacent figure. AT RIDGE DRY SYSTEM SHOWN FIGURE 20-A-5. SD AND HIP SPRINKLERS Wet Systems: Calculate the most RIDGE demanding five sprinklers. 1 1 1 $ & & Dry Systems: Calculate the most V V T V T T V \ V demanding nine sprinklers with WALL OR a maximum of seven to be SD DRAFT CURTAIN Sprinklers. See the adjacent AT RIDGE figure. DRY SYSTEM SHOWN FIGURE 20-A-6. HIP SPRIN- KLERS Wet Systems: Calculate the most demanding five sprinklers. See the adjacent figure. Dry Systems: Calculate the most demanding nine sprinklers. WET SYSTEM SHOWN TFP6IO Page 20 of 28 FIGURE 20-B-I. SD SPRINKLERS AND AP SPRINKLERS AT THE RIDGE Wet Systems: Calculate the most demanding five sprinklers of one type. Use the most demanding calculation. Dry Systems: Calculate the most dmndinr nine fl rrinkIrc IA ff I ,uru#%IuJS and then calculate the most DRY SYSTEM SHOWN demanding seven AP Sprinklers. Use the most demanding calcula- tion. See the adjacent figure. FIGURE 20-B-2. BB OR SD SPRINKLERS AND AP SPRIN- KLERS AT THE EAVES OR BE- YOND AN OBSTRUCTION Wet Systems: Calculate the most demanding five BB or SD Sprinklers plus up to two most demanding AP Sprinklers. Dry Systems: Calculate the most demanding seven BB or SD Sprinklers plus up to two most demanding AP Sprinklers. See the adjacent figures. RIDGE DRY SYSTEM SHOWN S0 —.--+--+----.------._. OBSTRU( RIDGE I I 0 0 0 DRY SYSTEM SHOWN 2 1 111 1 122 $1 DRY SYSTEM SHOWN TION 3, AREA 2 AREA 1 AREA 3 -4 WITH AP I • WITH BB I WITH AP I— SPRINKLERS SPRINKLERS SPRINKLERS STAGGERED N . . SPACING WHEN \\ MORE THAN ONE ROW MINIMUM SEPARATION 15-O(4,6m) DRY SYSTEM SHOWN AREA 2 AREA 1 AREA 3 WITH AP WITH BB & SD WITH AP SPRINKLERS SPRINKLERS SPRINKLERS 15'-0(4,6m) TFP6IO Page 21 of 28 FIGURE 20-8-3. BB SPRINKLERS AND AP SPRIN- KLERS AT THE HIP Where the total number of AP Sprinklers at the hip is greater than four: Wet Systems: Calculate the most demanding five BB Sprinklers plus the two most demanding AP Sprinklers. Then calculate the most demanding area up to 1500 ft' (137 m') having AP Sprin- klers, for example, Area 2 in the adjacent upper figure. Use the most demanding calculation. Dry Systems: Calculate the most demanding seven BB Sprinklers plus the two most demanding AP Sprinklers. Then calculate the most demanding area up to 1950 ft' (181 m') having AP Sprin- klers, for example, Area 2 in the adjacent upper figure. Use the most demanding calculation. FIGURE 20-B-4. 88 SPRINKLERS, SD SPRINKLERS, HIP SPRIN- KLERS, AND AP SPRINKLERS AT THE HIP Where the total number of AP Sprinklers at the hip is four or less: Wet Systems: Calculate the most de- manding five BB, SD, or HIP Sprin- klers plus up to two most demanding AP Sprinklers. Dry Systems: Calculate the most demanding nine BB, SD, or HIP Sprinklers plus up to two most demanding AP Sprinklers (Of the nine BB, SD, or HIP Sprinklers, calculate up to a maximum of seven BB Sprinklers, see adjacent upper figure). Where the total number of AP Sprinklers at the hip is greater than four: Wet Systems: Calculate up to the most demanding five BB, SD, or HIP Sprinklers plus the two most demanding AP Sprinklers. Then calculate the most demanding area up to 1500 ft' (137 m') having AP Sprinklers, for example, Area 2. Use the most demanding calculation. Dry Systems: Calculate up to the most demanding nine BB, SD, or HIP Sprinklers, plus the two most demanding AP Sprinklers, and then calculate the most demanding area up to 1950 ft' (181 m') having AP Sprinklers, for example, Area 2. Use the most demanding calculation. WALL OR DRAFT CURTAIN M : • . p p • • FIGURE 20-B-5. BB, SD, OR HIP SPRINKLERS AND AP SPRIN- KLERS INA DORMER, ATA CROSS, ATA HIP, OR AT AN ELL Where the quantity of AP Sprinklers in each dormer, cross, or ell is four or less (see the adjacent figure) and all of the dormers, crosses and ells meet the maximum four AP Sprinkler crite- ria, calculate the BB, SD, or HIP Sprin- kler demand as described in Part A-i through A-6 or Part B-i through B-4, plus up to two of the most demanding AP Sprinklers in the dormer, cross, or ell that is adjacent to the BB, SD, or HIP Sprinklers that are being included in the demand calculation. Where the quantity of AP Sprinklers in any dormer, cross, or ell is greater than four, refer to Figure B- 3. SF (4 AP NKLERS R LESS) TFP6IO Page 22 of 28 FIGURE 20-B-6. BB,SD, OR HIP SPRINKLERS AND AP SPRIN- KLERS SEPARATED BY COMPARTMENTALIZATION Wet Systems: Calculate the BB, SD, or HIP Sprinkler demand as described in Part A-i through A-6 or Part B-i through B-4. Then calculate the most demanding area up to 1500 ft' (137 m') having AP Sprin- klers. Use the most demanding calculation. See the adjacent figure. Dry Systems: Calculate the BB, SD, or HIP Sprinkler demand as described in Part A-i through A-6 or Part B-i through B-4. Then calculate the most demanding area up to 1950 ft' (181 m') having AP Sprin- klers. Use the most demanding calculation. See the adjacent figure. •\\ RIDGE , p WALL DORMER BUILT ON TOP OF ROOF OR RIDGE SHEATHING TFP6IO Page 23 of 28 FIGURE 20-C-I. SD SPRINKLERS AND STANDARD SPRAY SPRIN- KLERS AT THE RIDGE Wet Systems: Calculate the most demanding five sprinklers of one type. Use the most demanding calculation. Dry Systems: Calculate the most demanding nine SD Sprinklers. Then calculate the most demanding seven Standard Spray Sprinklers. Use the most demanding calculation. See the adjacent figures. I I 1 1 1 £ I £ 1* I I I RIDGE I IT ITT ITT IT T\TI WALLS C IR DRAFT ..,UI1lPd INS DRY SYSTEM SHOWN FIGURE 20-C-2. BB SPRINKLERS AND STANDARD SPRAY SPRIN- KLERS BEYOND AN OBSTRUCTION Wet Systems: Calculate the most demanding five BB Sprinklers plus up to two most demanding Standard Spray Sprinklers. Dry Systems: Calculate the most demanding seven BB Sprinklers plus up to two most demanding Standard Spray Sprinklers. See the adjacent figures. . .. TION RIDGE DRY SYSTEM SHOWN FIGURE 20-C-3. BB SPRINKLERS AND STANDARD SPRAY SPRIN- KLERS AT THE HIP Where the total number of standard spray sprinklers at the hip is greater than four: Wet Systems: Calculate the most demanding five BB Sprinklers plus up to two most demanding Standard Spray Sprinklers. Then calculate the most demanding remote design area, including all sprinkler types, as per NFPA 13. That is, area reduction for quick response and 30% increase for sloped ceilings. Use the most demanding calculation. Dry Systems: Calculate the most demanding seven BB Sprinklers plus up to two most demanding Stand Spray Sprinklers. Then calculate the most demanding design area, including all sprinkler types, as per NFPA 13. That is, 30% increase for sloped ceilings and 30% increase for dry systems. Include all sprinkler types within this area. See the adjacent figure. Use the most demanding calculation. FIRST CALCULATION • '\ RIDGF '•—I----4--•--•--•--•- X0 DRY SYSTEM SHOWN SECOND CALCULATION •'\ RIDGE p p p F1 r1EJEP / /• • DRY SYSTEM SHOWN NOTE: Dry Pipe = 1500 SQ. F1 (NFPA Light Hazard) x 1.3 x 1.3 = 2535 SQ. FT TFP6IO Page 24 of 28 FIGURE 20-C-4. BB SPRINKLERS, SD SPRINKLERS, HIP SPRIN- KLERS, AND STANDARD SPRAY SPRINKLERS AT THE HIP Where the total number of Standard Spray Sprinklers at the hip is four or less: Wet Systems: Calculate the most demanding five BB, SD, or HIP Sprin- klers plus up to two most demanding Standard Spray Sprinklers. Dry Systems: Calculate the most demanding nine BB, SD, or HIP Sprin- klers plus up to two most demand- ing Standard Spray Sprinklers . Of the nine BB,SD, or HIP Sprinklers, calcu- late up to a maximum of seven BB Sprinklers. See the adjacent upper figure. Where the total number of standard spray sprinklers at the hip is greater than four: Wet Systems: Calculate the most demanding five BB, SD, or HIP Sprin- klers plus up to two most demand- ing Standard Spray Sprinklers. Then calculate the most demanding remote design area, including all sprinklers types, as per NFPA 13. That is, area reduction for quick response and 30% increase for sloped ceilings. Use the most demanding calculation. Dry Systems: Calculate the most demanding nine BB, SD, or HIP Sprin- klers plus up to two most demand- ing Standard Spray Sprinklers. Of the nine BB,SD, or HIP Sprinklers, cal- culate up to a maximum of seven BB Sprinklers. Seethe adjacent upper fig- ure. Then calculate the most demand- ing design area, including all sprinkler types, as per NFPA 13. That is, 30% increase for sloped ceilings and 30% increase for dry systems. Include all sprinkler types within this area. See the adjacent figure. WALL OR DRAFT CURTAIN II ..i .'* RIDGE . 0 0 0 0 -•- 71 DRY SYSTEM SHOWN FIRST CALCULATION RIDGE 0/0 //•>G 0 0 DRY SYSTEM SHOWN SECOND CALCULATION I I RIDGE >-• 0 •-- 0 —+ •/T T 2535 3iJ FT (2355 Su METERS DRY SYSTEM SHOWN NOTE: Dry Pipe = 1500 SQ. FT. (NFPA Light Hazard) xl .3 xl .3 = 2535 SQ. FT. TFP6IO Page 25 of 28 FIGURE 20-C-5. BB, SD, OR HIP SPRINKLERS AND STANDARD SPRAY SPRINKLERS IN A DOR- MER, AT CROSS, AT HIP, OR ATAN ELL Where the quantity of standard spray sprinklers in each dormer, cross, or ell is four or less (see the adjacent figure) and all of the dormers, crosses and ells meet the maximum four standard sprin- kler criteria, calculate the Attic Sprin- kler demand as described in Part A-i through A-6 or Part B-i through B-4, plus up to two of the most demanding standard spray sprinklers in the dormer, cross, or ell that is adjacent to the Attic Sprinklers that are being included in the demand calculation. Where the quantity of standard spray sprinklers in any dormer, cross, or ell is greater than four, refer to Figure C-3. STANDARD SPRAY SPRINKLERS (4 OR LESS) II STANDARD SPRAY SPRINKLERS (4 OR LESS) STANDARD SPRAY SPRINKLERS I (4 OR LESS) . . STANDARD SPRAY SPRINKLERS (4 OR LESS) FIGURE 20-C-6. BB, SD, OR HIP SPRINKLERS AND STANDARD SPRINKLERS SEPARATED BY COMPARTMENTALIZATION Calculate the Attic Sprinkler demand as described in Part A-i through A-6 or Part C-i through C-4, and then calcu- late the Standard Spray Sprinklers per NFPA 13. Use the most demanding cal- culation. See the adjacent figure. .\ .'\ RIDGE .0 ./ / WALL 7.. DORMER BUILT ON TOP OF ROOF OR SHEATHING RIDGE 0••••• 000 TFP6IO Page 26 of 28 MODEL AP SPRINKLERS WET PIPE SYSTEM (Refer to Figure 20-B-3) Calculation 1: Calculate the most demanding five BB Sprinklers plus the two most demand- ing AP Sprinklers. Calculation 2: Calculate the most demanding area up to 1500 ft2 having AP Sprinklers. In this case the design area will be 800 ft2 (40 ft x 20 ft) Use the most demanding calculation to prove the adequacy of the water supply. Where AP Sprinklers are utilized, CPVC pipe may be used to supply the AP Sprinklers, as well as the ceiling sprin- klers below the AP Sprinklers. For more information, see Page 6. 100 (25,4 m) (5Th) - 60 (15,2 m) (5Th) (10,2 m) ' ' ' I I 1 I Calculation 1 I 100(25,4 m) (5rn) 60 (15,2 m) - (5Th) I \ .z (10,2 m) Calculation 2 12 12 STANDARD SPRAY SPRINKLERS WET PIPE SYSTEM (Ref. Figure 20-C-3) Calculation 1: Calculate the most demanding five BB Sprinklers plus the two most demand- ing Standard Spray Sprinklers. Calculation 2: Calculate the most demanding remote design area, including all sprinklers types, per NFPA 13 (i.e., area reduction for quick response and 30% increase for sloped ceilings). In this case the theoretical design area is 1463 ft2 (1500 ft2 x 0.75* x 1.3). The actual design area, however, will need to be 1520 ft2 to pick up the entire coverage area of the last BB Sprinkler. Use the most demanding calculation to prove the adequacy of the water supply. Where Standard Sprinklers are utilized, CPVC pipe CANNOT be used to supply the Standard Spray Sprinklers or the ceiling sprinklers below the Standard Spray Sprinklers. * A 25% reduction for 20 ft ceiling. 12 1 100' (25,4 m) (5rn) 60 (15,2 m) (5.1 M) (10,2m) ' ' ' Calculation 1 100' (25,4 m) ± (5rn) 60 (15,2 m) (5rn) 7 (102m) • I + I • • • • Calculation 2 L 21 FIGURE 21 EXAMPLE FOR A WET PIPE SYSTEM HYDRAULIC DESIGN AREA COMPARISON OF MODEL AP SPRINKLERS VERSES STANDARD SPRAY SPRINKLERS WHERE MODEL AP OR STANDARD SPRAY SPRINKLERS ARE USED IN HIP AREAS OUTSIDE THE SCOPE OF APPLICATION FOR MODEL BB BACK-TO-BACK SPRINKLERS TFP6IO Page 27 of 28 12 1 MODEL AP SPRINKLERS DRY PIPE SYSTEM (Ref. Figure 20-113-3) Calculation 1: Calculate the most demanding seven BB Sprinklers plus the two most demanding AP Sprinklers. Calculation 2: Calculate the most demanding area up to 1950 ft having AP Sprinklers. In this case the design area will be 800 ft (40 ft x 20 ft) Use the most demanding calculation to prove the adequacy of the water supply. 100' (25,4 m) (5rn) 60 (15,2 m) - (5rn) 40' I.>). (10,2m) Calculation 1 100 (25,4 m) 20- (5,1 M) - 60 (15,2 m) - (5Th) (10,2 m) ' ' ' ' ' : • Calculation 2 STANDARD SPRAY SPRINKLERS DRY PIPE SYSTEM (Ref. Figure 20-C-3) Calculation 1: Calculate the most demanding seven BB Sprinklers plus the two most demanding Standard Spray Sprinklers. Calculation 2: Calculate the most demanding remote design area, including all sprinklers types, as per NFPA 13. That is, 30% increase for sloped ceilings and 30% increase for dry systems. In this case the theoretical design area will be 2535 ft2 (1500 ft2 x 1.3 x 1.3). The actual design area, however, will need to be 2720 ft2 to pick up the entire coverage area of the last BB Sprinkler. Use the most demanding calculation to prove the adequacy of the water supply. 100' (25,4 m) (5Th) - 60' (15,2 m) ' (5rn) (10,2 m) * ' • • • • • Calculation 1 L4 :\ 100' (25,4 m) 4(5,1) 60 (15,2 m )20. M) (5 (10,2 m) :2 $ • * • $ • ' • • Calculation 2 LA _ FIGURE 22 EXAMPLE FOR A DRY PIPE SYSTEM HYDRAULIC DESIGN AREA COMPARISON OF MODEL AP SPRINKLERS VERSES STANDARD SPRAY SPRINKLERS WHERE MODEL AP OR STANDARD SPRAY SPRINKLERS ARE USED IN HIP AREAS OUTSIDE THE SCOPE OF APPLICATION FOR MODEL BB BACK-TO-BACK SPRINKLERS Victaulic® FireLockTM Series FL-RES Residential, Quick Response Pendent and Recessed Pendent, A-C-tauhcr K3.0 (4.3), K4.9 (7.0), K5.6 (8.0)9 K6.9 (9.9) 43.01 rpm 1.0 PRODUCT DESCRIPTION RESIDENTIAL 1DVfl !3fPPMW!N1 WRINKLERS SIN V3010 V2740 V5610 V3426 ORIENTATION PENDENT PENDENT PENDENT - PENDENT - K-FACTOR1 3.olmpi4.25.I. 4.9lmp.I7.1 S.I. 5.6lmpi8.JS.I. - 6.9ImpJ9.95.I. CONNECTION ½ NPT/15 mm ½NPT/l5mm ½'NPT/l5mm ~"NPT/20 mm MAX. WORKING PRESSURE 175 psi (1200 kPa) 175 psi (1200 kPa) 175 psi (1200 kPa) 175 psi (1200 kPa) GLOBE RE-DESIGNATION GL3010 - GL5610 - GLOBE EQUIVALENT ._j - GL4910 - - - AVAILABLE WRENCHES V34 Recessed V34b en End Factory Hydrostatic Test: 100% @ 500 psi/3447 kPa/34 bar Mm. Operating Pressure: UL: 7psi/48 kPa/.5 bar Temperature Rating: See tables in section 2.0 1 For K-Factor when pressure is measured in bar, multiply S.I. units by 10.0. ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION, MAINTENANCE OR SUPPORT. victaulic.com 43.01 16382 Rev A Updated 03/2021 © 2021 Victaulic Company. All rights reserved. - 1 ictaulic victaulic.com 2.0 CERTIFICATION/LISTINGS Max. Coverage Area Deflector to Listing Agency! Approved Width X Ceiling! Mounting Minimum Nominal K Factor Temperature Ratings Length Flow Pressure Adjustment Surface Distance Spacing Ft. x Ft GPM PSI in in Ft. SIN Imperial S.I.2 155°F/68°C1175°F/790C 2O0F/93°C mxm Llmin kPa mm (mm) m 12x12 8 7.1 V3010 3.0 4.2 cULus EU cULus cULus 3.7 x 3.7 30.3 49 ½ 14x14 10 11.1 r m 15 gW V Th 12x12 V 13 N 7.0 3.7 x 3.7 49.2 48 Smooth Ceilings 14 x14 13 7.0 4.3 x 4.3 49.2 48 ½ and 3/4 Recessed 15 and 20 See Installation 16 x16 13 7.0 V2740 4.9 7.1 cULus cULus N/A 4.9 x 4.9 49.2 48 Detail 18x18 17 12.0 Smooth Ceilings 5.5 x 5.5 64.3 83 Exposed 20 x20 20 16.7 ½ Max. 4(101.6) ________ ________ _______ 6.1 x6.1 75.7 115 15 _ _ _ iings 3.7 x 3.7 57 50 Adjacent 8 16 x16 19 11.5 per NFPA 13,13D, 2.4 V5610 5.6 8.1 cULus NA N/A 4.9x4.9 72 79 or13R ½ 18 x18 21 14.1 15 as appropriate 5.5x5.5 79 97 Beamed Ceilings 20x20 24 18.4 6.1x6.1 91 _127 . In Beam 1 4 Max. Beam 12x12 20 8.4 Depth 3.7x3.7 75.7 58 Recessed in Beam: 14 x14 20 8.4 See Installation 4.3x4.3 75.7 58 detail 16 x16 20 8.4 V3426 6.9 9.9 cULus cULus N/A ½and~ 4.9x 4.9 75.7 58 15 and 20 18x18 20 8.4 5.5x5.5 75.7 58 0 x20 NA 22 10.2 x6.1 83.3 1 70 NOTE Listings and approval as of printing. 43.01 16382 Rev A Updated 03/2021 © 2021 Victaulic Company. All rights reserved. victaulic.Com 2 \/1ct -au Iic ,14711 mm inal make-in Fra Pip cap and spring seal Bulb Load screw - Deflector 2W/ 57 mm V3010 Th-YThThTh 7A/llmm Nominal make-in Frame Lodgement spring Pip cap and 2/s'/ spring seal 60 mm Bulb Load screw Deflector 27 mm V2740 7A&/11 mm Nominal make-in cap and2/ spring seal 57 / Fraje Pip mm B Deflec Load sc 32 mm V5610 W/13 mm Nominal make-in Frame Lodgement spring 112 Pip cap and 63 mm spring seal Bulb Load screw Deflector 36 mm V3426 3.0 SPECIFICATIONS - MATERIAL Deflector: Bronze Bulb Nominal Diameter: 3.0mm Load Screw: Bronze Pip Cap: Bronze Spring Seal Assembly: PTFE coated Beryllium nickel alloy Frame: Brass Lodgement Spring: Stainless Steel Installation Wrench: Ductile iron Sprinkler Frame Finishes: Plain brass Chrome plated White polyester painted Flat black polyester painted Custom polyester painted NOTE For cabinets and other accessories refer to separate sheet. 43.01 16382 Rev A Updated 03/2021 105 2021 Victaulic company. All rights reserved. victaulic.com 3 ____________ 4.0 DIMENSIONS 2W/60 mm 2 /51 mm Hole in ceiling W/3 mm Mm. I W/16 mm Max. I Typical ceiling 1 1/4 /32 mm Min.I \1\H.A , / '- Finished surface 11/4744 mm Max. - 21l.1/ 75 mm V3010 -Th Th Thw Th 2W/60 mm 2/51mm - Hole in ceiling 1725 mm Max. (3/4' Adj.) - - 3/4"/19 mm Max. (Vf Adj.) ¼"/6mnmMin. TypicalV ceiling Finished surface 11H6 /43 mm Max. 215/6/ ___________ W6"/30 mm Mm. (½' Adj.) 75 mm mm Mims. (3W Adj.) V2740 43.01 16382 Rev A Updated 03/2021 © 2021 Victaulic Company. All rights reserved. victaulic.com 4 JtauIic. victaulic.com 4.0 DIMENSIONS (CONTINUED) 2W/60 mm 2/51 mm Hole in ceiling Ys73 mm Mm. W/16 mm Max. Typical ceiling surface 11/4 /32 mm Mm. 11/4"/44 mm Max. 2sAe/ 75 mm V5610 2W/60 mm 2/51 mm Hole in ceiling 7/a"/22 mm Max. (3/4 Adj.) W/l 6 m Max. (½ Adj.) Ya/3mm Mm. Typical ceiling 1W/29 m Mm. Adj.) 1W/34 mm Mm. (1/2" Adj.) Finished surface P/a/47 mm Max. 25Aa/ 75 mm V3426 43.01 16382 Rev A Updated 03/2021 © 2021 Victaulic Company. All rights reserved. victaulic.com 5 ____________ victaulic.com 5.0 PERFORMANCE Sprinkler is to be installed and designed as per NFPA, FM Datasheets, or any local standards. 6.0 NOTIFICATIONS WARNING US Read and understand all instructions before attempting to install any Victaulic products. Always verify that the piping system has been completely depressur- ized and drained immediately prior to installation, removal, adjust- ment, or maintenance of any Victaulic products. Wear safety glasses, hardhat, and foot protection. Failure to follow these instructions could result in death or serious personal injury and property damage. These products shall be used only in fire protection systems that are designed and installed in accordance with current, applicable National Fire Protection Association (NFPA 13, 13D, 13R, etc.) standards, or equivalent standards, and in accordance with applicable building and fire codes. These standards and codes contain important information regarding protection of systems from freezing temperatures, corrosion, mechanical damage, etc. The installer shall understand the use of this product and why it was specified for the particular application. The installer shall understand common industry safety standards and potential consequences of improper product installation. It is the system designer's responsibility to verify suitability of materials for use with the intended fluid media within the piping system and external environment. The material specifier shall evaluate the effect of chemical composition, pH level, operating temperature, chloride level, oxygen level, and flow rate on materials to confirm system life will be acceptable for the intended service. Failure to follow installation requirements and local and national codes and standards could compromise system integrity or cause system failure, resulting in death or serious personal injury and property damage. 7.0 REFERENCE MATERIALS Ratings: All glass bulbs are rated for temperatures from -67°F/-55°C. User Responsibility for Product Selection and Suitability Each user bears final responsibility for making a determination as to the suitability of Victaulic products for a particular end-use application, in accordance with industry standards and project specifications, as well as Victaulic performance, maintenance, safety, and warning instructions. Nothing in this or any other document, nor any verbal recommendation, advice, or opinion from any Victaulic employee, shall be deemed to alter, vary, supersede, or waive any provision of Victaulic Company's standard conditions of sale, installation guide, or this disclaimer. Intellectual Property Rights No statement contained herein concerning a possible or suggested use of any material, product, service, or design is intended, or should be constructed, to grant any license under any patent or other intellectual property right of Victaulic or any of its subsidiaries or affiliates covering such use or design, or as a recommendation for the use of such material, product, service, or design in the infringement of any patent or other intellectual property right. The terms "Patented" or "Patent Pending" refer to design or utility patents - or patent applications for articles and/sr methods of use in the United States and/or other countries. Note This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. Installation Reference should always be made to the Victaulic installation handbook or installation instructions of the product you are installing. Hpndbooks are included with each shipment of Victaulic products, providing 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. Trademarks Victaulic and all other Victaulic marks are the trademarks or registered trademarks of Victaulic Company, and/or its affiliated entities, is the U.S. and/or other countries. 43.01 16382 Rev A Updated 03/2021 © 2021 Victaulic Company. All rights reserved, victaulic.com JtauIic Victaulic® FireLockTM Series FL-RES/SW Residential, Quick Response Horizontal Sidewall and Recessed Horizontal Sidewall Sprinklers, K4.2 (6.0), K4.4 (6.3), K5.6 (8.0) 'JttuIic0 43.02 1.0 PRODUCT DESCRIPTION .SED PENDENT SPRINKLERS SIN V2738 V4431 V2744 ORIENTATION HSW HSW HSW K FACTOR 421mp/61S1 441mp/6351 561mp./8151 CONNECTION ½" NPT/15 mm /2" NPT/15 mm /2' NPT/15 mm MAX WORKING PRESSURE 175 p51(1200 kPa) 175 psi (1200 kPa) 175 psi (1200 kPa) GLOBE RE-DESIGNATION - - GL4431 - GLOBE EQUIVALENT GL4231 - - ENCHES SPRINKLER 27 Re~essed V27 )pen End II Y56 Recessed V56 Open End U . I • Factory Hydrostatic Test: 100% @ 500 psi/3447 kPa/34 bar Mm. Operating Pressure: UL: 7 psi/48 kPa/.5 bar Temperature Rating: See tables in section 2.0 For K-Factor when pressure is measured in bar, multiply S.I. units by 10.0. ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION, MAINTENANCE OR SUPPORT. p victaulic.com 43.02 16383 Rev A Updated 03/2021 0 2021 Victaulic company. All rights reserved. 1 X.4tlJ.uIic victaulic.com 2.0 CERTIFICATION/LISTINGS Listing Agency! Max. Coverage Deflector to Approved Temperature Area Ceiling! Mounting Minimum SIN Nominal K Factor Ratings Width x Length Flow Pressure Adjustment Surface Distance Spacing Ft. x Ft GPM PSI in in Ft. 1qç$I 42 qsç ZLZ kja mm m 12x12 14 11.1 3.7 x 3.7 53.0 76 14x14 14 11.1 4.3 x 4.3 53.0 1 76 16x 16 17 4.9 x 4.9 64.4 113 16.4Jo6 16x18 19 20.5 4.9x5.5 72.0 140 16x20 23 30.0 V273842 1. 6 ___ cULus ___ cULLVS, 4.9x6.1 87.1 210 _Alsh 09_ 3.7 x 3.7 56.8 88 14x14 17 16.4 4.3x43 64.4 113 16x16 19 20.5 6t012 4.9x4.9 72.0 140 150to300 16x18 24 32.6 4.9 x 5.5 90.8 225 16x20 28 44.4 4.9x6.1 106.0 306 12x12 13 8.7 3.7x3.7 49 60 14x14 15 11.6 4.3 x 4.3 57 80 16x16 16 61 4t0 6 4.9x4.9 13.2 91 V4431 4.4 6.3 cULus cULus 100t0150 1/2 and 3/4 8 16x18 19 18.7 15 and 20 2.4 4.9x5.5 72 141 16x20 23 27.3 4.9x6.1 87 188 C US UL - 12x12 3.7 x 3.7 15 56.8 7.2 50 - cULus 12x12 3.7x3.7 16 60.6 8.2 56 14x14 19 11.5 4.3x4.3 71.9 80 4t06 16x16 23 16.9 100t0150 4.9x4.9 87.1 116 16x18 25 19.9 4.9x5.5 94.6 140 16x20 4.9x6.1 30 113.6 28.7 V2744 5.6 .1 8 198 12x12 3.7x3.7 17 64.4 9.2 63 cULus cULus 14x14 22 15.4 4.3x4.3 83.3 106 16x16 27 23.2 6t012 4.9x4.9 102.2 160 150t0300 16x18 31 30.6 4.9x5.5 117.3 211 16x20 37 43.6 4.9x6.1 140.1 301 2 For K-Factor when pressure is measured in bar, multiply S.I. units by 10.0. NOTE Listings and approval as of printing. 43.02 16383 Rev A Updated 03/2021 © 2021 Victaulic Company. All rights reserved. ViCtauIiC.Com 2 \J(t1luIic. - -. 3.0 SPECIFICATIONS - MATERIAL Deflector: Bronze 37 Bulb Nominal Diameter: 3.0mm 76 mm mm Load Screw: Bronze Nominal make-in Pip Cap: Bronze 41 mm 15 iiF rame Spring Seal Assembly: PTFE coated Beryllium nickel alloy Frame: Brass Deflector Lodgement spring Lodgement Spring: Stainless Steel Load screw Bulb Pip cap and Installation Wrench: Ductile iron spring seal Sprinkler Frame Finishes: V2738 Plain brass Chrome plated White polyester painted i _________ 3116"! 77 mm Flat black polyester painted No mm minal make-in Custom polyester painted 1w'! I 37 mm NOTE For cabinets and other accessories refer to separate sheet. Deflector Frame Pip cap and Load screw Bulb spring seal Lodgement spring V4431 3W! 9 mm Nominal make-in 43 mm \ '—Frame Deflector /~"p Ldgement spring Load screw Bulb cap and spring seal V2744 43.02 16383 Rev A updated 03/2021 © 2021 Victaulic company. All rights reserved, victaulic.com 3 4tauiic. victaulic.com 4.0 DIMENSIONS 2½6'756 mm - 1'A6/37 mm Finished ceiling 12/3O5 mm 47102 mm per NFPA I I I 2YsI60mm 2,l6/75 mm - 2/51 mm -- / Hole inwall - Finished surface Typical wall 7/a'/22 mm Max. (N) Adj.) ¼/iS mm Max. (½) Adj.) W'/3 mm Min. V2738 2516762 mm Max. 1 5A749 mm Mm. Finished ceiling 6/152 mm 4/1O2 mm 23/e"/60 mm 2/51 mm 2'5A6/75 mm Hole in wall Finished surface— Typical wall 1l/17 mm i&/5 mm V4431 43.02 16383 Rev A Updated 03/2021 © 2021 Victaulic Company. All rights reserved. victaulic.com 4 \,1'tauIic victhuliccom 4.0 DIMENSIONS (CONTINUED) 29A6/66 mm 2H6"/53 mm Finished ceiling 12'/305 mm 4/102mm per NFPA 2316/75 mm E1I11 i 23/V/60 mm I 2/51 mm if Ti / I Hole in wall Finished Typical wall W/22 mm Max. (1/4) Adj.) —r,L W/16 mm Max. (½) Adj.) W/3 mm Mm. V2744 43.02 16383 Rev A Updated 03/2021 © 2021 Victaulic Company. All rights reserved. victauliccom 5 JtauIic. victaulic.com 5.0 PERFORMANCE Sprinkler is to be installed and designed as per NFPA, FM Datasheets, or any local standards. 6.0 NOTIFICATIONS LIMA 1I I[t Su Read and understand all instructions before attempting to install any Victaulic products. Always verify that the piping system has been completely depressur- ized and drained immediately prior to installation, removal, adjust- ment, or maintenance of any Victaulic products. Wear safety glasses, hardhat, and foot protection. Failure to follow these instructions could result in death or serious personal injury and property damage. These products shall be used only in fire protection systems that are designed and installed in accordance with current, applicable National Fire Protection Association (NFPA 13, 13D, 13R, etc.) standards, or equivalent standards, and in accordance with applicable building and fire codes. These standards and codes contain important information regarding protection of systems from freezing temperatures, corrosion, mechanical damage, etc. The installer shall understand the use of this product and why it was specified for the particular application. The installer shall understand common industry safety standards and potential consequences of improper product installation. It is the system designers responsibility to verify suitability of materials for use with the intended fluid media within the piping system and external environment. The material, specifier shall evaluate the effect of chemical composition, pH level, operating temperature, chloride level, oxygen level, and flow rate on materials to confirm system life will be acceptable for the intended service. Failure to follow installation requirements and local and national codes and standards could compromise system integrity or cause system failure, resulting in death or serious personal injury and property damage. 7.0 REFERENCE MATERIALS Ratings: All glass bulbs are rated for temperatures from -67°F/-55°C. User Responsibility for Product Selection and Suitability Each user bears final responsibility for making a determination as to the suitability of Victaulic products for a particular end-use application, in accordance with industry standards and project specifications, as well as Victaulic performance, maintenance, safety, and warning instructions. Nothing is this or any other document, nor any verbal recommendation, advice, or opinion from any Victaulic employee, shalt be deemed to alter, vary, supersede, or waive any provision of Victaulic Company's standard conditions of sale, installation guide, or this disclaimer, Intellectual Property Rights No statement contained herein concerning a possible or suggested use of any material, product, service, or design is intended, or should be constructed, to grant any license under any patent or other intellectual property right of Victaulic or any of its subsidiaries or affiliates covering such use or design, or as a recommendation for the use of such material, product, Service, or design in the infringement of any patent or other intellectual property right. The terms "Patented" or "Patent Pending" refer to design or utility patents or patent applications for articles and/or methods of use in the United States and/or other countries. Note This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed is accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. Installation Reference should always be made to the Victaulic installation handbook or installation instructions of the product you are installing. Handbooks are included with each shipment of Victaulic products, providing 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. Trademarks Victaulic and all other Victaulic marks are the trademarks or registered trademarks of Victaulic Company, and/or its affiliated entities, in the U.S. and/or other countries. 43.02 16383 Rev A Updated 03/2021 © 2021 Victaulic Company, All rights reserved. victaulic.com 'JtauIiC Victaulic® FireLockTM Series FL-QR Standard Coverage, Quick Response Upright, Pendent and Recessed Pendent Sprinklers %tauI;cr K2.8 (4.0), K4.2 (6.1), K5.6 (8.1)9 K8.0 (11.5) 41.01 1.0 PRODUCT DESCRIPTION QUICK RESPONSE UPRIGHT SPR 1 yyv- SIN V2815 V4215 V2704 V3402 ORIENTATION UPRIGHT UPRIGHT UPRIGHT UPRIGHT KFACTOR1 28ImpI40SI 421mp/61S1 - 561mp/81S1 8olmp/11551 CONNECTION ½" NPT/1 5mm BSPT ½' NPT/15mm BSPT ½' NPT/15mm BSPT/IGS ~" NPT/20mm BSPT/IGS MAX. WORKING PRESSURE 175 psi/1 200 kPa 175 PM/1200kPa 175 psi/1200 kPa cULus25Opsi/1725kPa 175 PSI/i U kPa GLOBE RE-DESIGNATION GL2815 GL4215 - - GLOBE EQUIVALENT - - GL5615 GL8118 QUICK RESPONSE PENDENT SPRINKLERS SIN i ORIENTATION V2801 PENDENT V4201 PENDENT V2708 - PENDENT V3406 PENDENT KFACTOR1 28Imp/40SI 42Impi61SI 56Impi81SI 801mp/11551 CONNECTION ½" NPT/15mm BSPT ½" NPT/15mm BSPT ½' NPT/15mm BSPT/IGS 1/4" NPT/20mm BSPT/IGS MAX WORKING PRESSURE 175 p51/1200 kPa 175 psi /i 200 kPa 175 psi /1200 kPa cULus 250 psi/1725kPa 175 psi/1 200 kPa GLOBE RE-DESIGNATION GL2801 GL4201 - - _GLOBE EQUIVALENT - - GL5601 GL8i0i QUICK RESPONSE RECESSED PENDEI __________________ SIN V2801 34201_ V2708 V3406 ORIENTATION PENDENT PENDENT PENDENT PENDENT KFACTOR1 281mp/4051 421mp/6151 561mp/8iSI - 80Imp/115SI CONNECTION ½' NPT/15mm BSPT ½' NPT/15mm BSPT ½" NPT/15mm BSPT/IGS ~" NPT/20mm BSPT/IGS MAX. WORKING PRESSURE 1 175 psi/1 200 kPa 175 psi/i 200 kPa rl 175 si/I 200 kPa 11 175 psi/i 200 kPa ESCUTCHEON Recessed Recessed Recessed Recessed GLOBE RE-DESIGNATION GL2801 GL4201 - - GLOBE EQUIVALENT - - L6,01. - GL8101 AVAILABLE GUARDS/SHIELDS SPRINKLER V28 f _V42 V27 V34 Upght I • I Pendent I • f AVAILABLE WRENCHES SPRINKLER V56-2 Recessed V56 Open End - V27-2 Recessed V27 Open End V34-2 Recessed V34 Open End. /i Hex-Bit V2815 and V4215 U V2707 and V2704 V3402 V2801, and V4201 V2706 and V2708 V3406 U ___ALU Factory Hydrostatic Test: 100% © 500 psi/3447 kPa/34 bar Mm. Operating Pressure: UL/FM: 7 psi/48 kPa/.5 bar VdS: 5 psi/35 kPa/.35 bar (Upright only) Temperature Rating: See tables in section 2.0 For K-Factor when pressure is measured in bar, multiply S.I. units by 10.0 I ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION, MAINTENANCE OR SUPPORT. victaulic.com 41.01 16343 Rev D Updated 07/2022 © 2022 Victaulic Company. All rights reserved. 1 ictaulic victaulic.com 2.0 CERTIFICATION/LISTINGS C®US oL,,f' UK USTED CR UPRIGHT APPROVALS/LISTI' vrryyvvv ' SIN V2815 V4215 ci V2704 Nominal K Factor lmperial 2.8 4.2 5.6 sQ Nominal K Factor S.I. 4.0 6.1 8.1 11.5 Orientation UPRIGHT UPRIGHT UPRIGHT Temper Approved 135°F/57°C 135°F/57°C 135°F/57°C 135°F/57°C 155°F/68°C 155°F/68°C 155°F/68°C 155°F/68°C cULus 175°F/79°C 175°F/79°C 175°F/79°C 175°F/79°C 200°F/93°C 200°F/93°C I O°F193C) 200°F/93°C 286°F/141°C 286°F/1 41°C 286°F/141°C 286°F/141 °C 135°F/57°C 135°F/57°C 155°F/68°C 155°F/68°C FM - - 175°F/79°C 175°F/79°C 200°F/93°C 286°F/141°C 286°F/141°C 135°F/57°C 135°F/57°C 155°F/68°C 155°F/68°C LPCB - - 175°F/79°C 175°F179°C 200°F/93°C 200°F/93°C 286°F/141°C 286°F/141°C 135°F/57°C 135°F/57°C 155°F/68°C 155°F/68°C CE, UKCA - - 175°F/79°C 175°F/79°C 200°F193°C 200°F/93°C 286°F/141°C 286°F/141°C 135°F/57°C 135°F/57°C 155°F/68°C 155°F/68°C VdS - - 175°F/79°C 175°F179°C 200°F/93°C 200°F/93°C 286°F/141°C 286°F/141°C CCC 155°F/68°C 155°F/68°C K-ZSTZ - - 286°F/141°C 286°F 41 °C For K-Factor when pressure is measured in Bar, multiply S.I. units by 10. PENDENT APPROVALS/LISTINGS SIN V2801 V4201 V2708 V3406 Nominal K Factor Imperial 2.8 4.2 - 5.6._ 8.0 Nominal K Factor 5.1.2 4.0 6.1 8.1 11.5 Orientation PENDENT PENDENT -- PENDENT PENDENT Escutcheon Flush/Extended Flush/Extended Flush/Extended Flush/Extended Approved Temperature Ratings F°/C° 135°F/57°C 135°F/57°C 135°F/57°C 135°F/5 7°C 155°F/68°C 155°F/68°C 155°F/68°C 155°F/68°C cULus 175°F/79°C 175°F/79°C 175°F/79°C 175°F/79°C 200°F/93°C 200°F/93°C 200°F/93°C 200°F/93°C 286°F/141°C 286°F/1 41°C 286°F/141°C 286°F/141°C 135°F/57°C 135°F/57°C 155°F/68°C 155°F/68°C FM - - 175°F/79°C 175°F179°C 200°F/93°C 200°F/93°C 286°F/141°C 286°F/141°C CCC 155°F/68°C 155°F/68°C a°__ 2 For K-Factor when pressure is measured in Bar, multiply S.I. units by 10. NOTES Listings and approval as of printing. Where cULus Listed, Polyester and VC-250 Coatings Listed as Corrosion Resistant (V3402 with VC-250 Only) Where FM Approved, VC-250 Coating Approved as Corrosion Resistant New York City Acceptance - All UL Listed and/or FM Approved sprinklers acceptable to NYC per section 28-113 of the Administrative Code and the OTCR Rule 41.01 16343 Rev D Updated 07/2022 222022 Victaulic Company. All rights reserved. victaulic.com 2 %J'ItaUIiC victaulic.com 2.0 CERTIFICATION/LISTINGS (CONTINUED) SIN V2801 V4201 _____ V2708 ___________________ ___________________ V3406 Nominal K Factor Imperial 2.8 4.2 _______________________ Nominal K Factor S.t.2 4.0 RECESSED PENDENT APPROVALSE 6.1 __________________ Orientation PENDENT PENDENT PENDENT PENDENT Escutcheon Recessed Recessed Recessed ________ __________________________ _______________________ Recessed Approved Temperature Ratings 135F/57°C 135°FI57C 135°F/57°C 135F/57C 155°F/68°C 155°F/68C 155°FI68C 155°F/68°C cULus 175FI79°C 175°Ff79C 175FI79C 200°F193°C 200°F/93C 175 Ff79C 200°F/93C 286°F/141°C 286°F/141°C 286°F/141°C FM 135°F/57C 135FI57°C WITH ½" ADJUSTMENT - - 1S5F/68C 155°F168°C ESCUTCHEON ONLY 175°F179°C 175°F/79°C L_c) 200°F/93C ccc 155F/68C 155°F168°C - K-2 - - 200F/93°C 286F/141C 286°F/141C 2 For K-Factor when pressure is measured in Bar, multiply S.I. units by 10. NOTES Listings and approval as of printing. Where cULus Listed, Polyester and VC-250 Coatings Listed as Corrosion Resistant (V3402 with VC-250 Only) Where FM Approved, VC-250 Coating Approved as Corrosion Resistant New York City Acceptance - All UL Listed and/or FM Approved sprinklers acceptable to NYC per section 28-113 of the Administrative Code and the OTCR Rule. 41.01 16343 Rev D Updated 07/2022 © 2022 Victaulic Company. All rights reserved. victaulic.Com 3 JtaUIia Deflector 40 mm Load screw Bulb Pip cap and spring seal Lodgement spring Frame 2¼/ 57 mm L ,16/1t mm Nominal make-in iRs'! 37 mm Load screw Bulb Pip cap and spring seal Lodgement spring 63 mm Frame victaulic.com 3.0 SPECIFICATIONS - MATERIAL Deflector: Bronze Bulb Nominal Diameter: 3.0mm Load Screw: Bronze Pip Cap: Bronze Spring Seal: PTFE coated Beryllium nickel alloy Frame: Brass Lodgement Spring: Stainless steel Installation Wrench: Ductile iron Sprinkler Frame Finishes: Plain brass Chrome plated White polyester painted3 Flat black polyester painted34 Custom polyester painted34 VC-2505 Not available on the Intermediate Level Style Pendent. UL Listed for corrosion resistance, UL Listed and FM Approved for corrosion resistance, NOTE For cabinets and other accessories refer to separate sheet. 516/11 mm Nominal make-in Lodgement spring Pip cap and D/' spring seal 2Ns/ Bulb 58 mm Load screw Frame Deflector 1 '147 31 mm 37 mm Load screw Bulb Pip cap and spring seal 2½! Lodgement spring 63 mm Frame ½'/l3mm Nominal make-in Frame Lodgement spring Pip cap and 2½'/ spring seal 63 mm Bulb Load screw Deflector 37 mm Load screw Bulb Pip cap and spring seal 2½! Lodgement spring 63 mm Frame L 1/2713 mm Nominal make-in L W/l3rnm Nominal make-in L ½"/l3mm Nominal make-in 41.01 16343 Rev D Updated 07/2022 © 2022 Victaulic Company. All rights reserved. victaulic.com 4 x /n -C _ta _U1 _- e victaulic.com 4.0 DIMENSIONS 2Y.760 mm 2"/51 mm - Hole in ceiling 1/8'722 mm Max. (3/4" Ad)) Who mm Max. (½" Adj) ¼"/3 mm Mm. Typical ceiling 1W/29 mm Mm. (34" Adj.) 11/8"/34 mm Mm. (½" Adj.) Finished surface mm Max. 216"/75 mm 2%"/6O mm 2/51 mm - Hole in ceiling 7/8 /22 mm Max. (3/4' Adj.) 5/s"/16 mm Max. (½" Adj) 1/873 mm Mm. Typical ceiling Finished surface 1W/47 mm Max 215A6"/75 mm 1%729 mm Mm. (34" Adj.) 135/34 mm Mm. (½" Ad).). 2/s"/60 mm 2/51 mm Hole in ceiling 1725 mm Max. (N" Ad).) 3W/19 mm Max. (½" Ad).) ¼/S mm Mm. Typical ceiling 13A6730 mm Mm. 0/2" Ad).) '316"/24 mm Mm. (3/4" Ad).) Finished surface 1'A6/43 mm Max. 2½6"/75 mm 41.01 16343 Rev D Updated 07/2022 4 2022 Victaulic Company. All rights reserved. victaulic.com 5 \J1t.uIic victaulic.com 5.0 PERFORMANCE Sprinkler is to be installed and designed as per NFPA, FM Datasheets, or any local standards. 6.0 NOTIFICATIONS J& WARNING ' Read and understand all instructions before attempting to install any Victaulic products. I • Always verify that the piping system has been completely depressur- ized and drained immediately prior to installation, removal, adjust- I ment, or maintenance of any Victaulic products. I I. Wear safety glasses, hardhat, and foot protection. Failure to follow these instructions could result in death or serious personal injury and property damage. I is These products shall be used only in fire protection systems that are designed and installed in accordance with current, applicable National Fire Protection Association (NFPA 13, 13D, 13R, etc.) standards, or equivalent standards, and in accordance with applicable building and fire codes. These standards and codes contain important information regarding protection of systems from freezing temperatures, corrosion, mechanical damage, etc. The installer shall understand the use of this product and why it was specified for the particular application. The installer shall understand common industry safety standards and potential consequences of improper product installation. It is the system designer's responsibility to verify suitability of materials for use with the intended fluid media within the piping system and external environment. The material specifier shall evaluate the effect of chemical composition, pH level, operating temperature, chloride level, oxygen level, and flow rate on materials to confirm system life will be acceptable for the intended service. Failure to follow installation requirements and local and national codes and standards could compromise system integrity or cause system failure, resulting in death or serious personal injury and property damage. 7.0 REFERENCE MATERIALS Ratings: All glass bulbs are rated for temperatures from -670F/-550C to those shown in the table below. 1-40: Victaulic FireLocklM Automatic Sprinklers Installation and Maintenance Instructions l-V9: Style V9 Victaulic FireLockrM IGSTM Installation-Ready' Sprinkler coupling Installation Instructions User Responsibility for Product Selection and Suitability Each user bears final responsibility for making a determination as to the suitability of Victaulic products for a particular end-use application, in accordance with industry standards and project specifications, unwell as Victaulic performance, maintenance, safety, and warning instructions. Nothing in this or any other document, nor any verbal recommendation, advice, or opinion from any Victaulic employee, shall be deemed to alter, vary, supersede, or waive any provision of Victaulic Company's standard conditions of sale, installation guide, or this disclaimer. Intellectual Property Rights No statement contained herein concerning a possible or suggested use of any material, product, service, or design is intended, or should be constructed, to grant any license under any patent or other intellectual property right of Victaulic or any of its subsidiaries or affiliates covering such use or design, or as a recommendation for the use of such material, product, service, or design in the infringement of any patent or other intellectual property right. The terms "Patented" or "Patent Pending" refer to design or utility patents or patent applications for articles and/or methods of use in the United States and/sr other countries. Note This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. Installation Reference should always be made to the Victaulic installation handbook or installation instructions of the product you are installing. Handbooks are included with each shipment of Victaulic products, providing 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. Trademarks Victaulic and all other Victaulic marks are the trademarks or registered trademarks of Victaulic Company, and/or its affiliated entities, in the U.S. and/or other countries, 41.01 16343 Rev D Updated 07/2022 © 2022 Victaulic company. All rights reserved. victaulic.com \4t _au lic Victaulic® FireLockTM Series FL-QR/SW Standard Coverage, Quick Response Horizontal Sidewall and Recessed Horizontal Sidewall Sprinklers K2.8 (4.0), K4.2 (6.1), K5.6 (8.1), K8.0 (11.5) JtiuIicr 41.02 1.0 PRODUCT DESCRIPTION QUICK RESPONSE HORIZONTAL SIDEWALL SIN V2826 V4226 V2710 V3410 ORIENTATION Horizontal Sidewall Horizontal Sidewall Horizontal Sidewall Horizontal Sidewall K-FACTOR' 2.81mpi4.05.1. 4.21mpJ6.1 S.I. 5.61mpi8.1 S.I. 8.0 Imp./11.5 5.1. CONNECTION ½' NPT/15mm BSPT ½' NPT/15mm BSPT /2" NPT/15mm BSPT/lGS 3/4' NPT/20mm BSPT/IGS MAX WORKING PRESSURE 175 p51/1200 kPa 175 psi/1200 kPa 175 p51/1200 kPa 175 psi/1200 kPa GLOBE RE-DESIGNATION GL2826 GL4226 GLOBE EQUIVALENT _j GL5626 GL8127 QUICK RESPONSE RECESSED HORIZONTAL SIDEWALL SIN_ V2826 V4226 - - r27-1.6 V3410 ORIENTATION Horizontal Sidewall Horizontal Sidewall Horizontal Sidewall Horizontal Sidewall KFACTOR' 281mp/40Sl - 42 Imp /6151 561mp/8151 80lmp/11551 CONNECTION ½' NPT/l5mm BSPT ½" NPT/l5mm BSPT ½" NPT!15mm BSPT 3/4' NPT/20mm BSPT MAX. WORKING PRESSURE 175 psi/1 200 kPa 175 psi /1200 kPa 175 psi/1 200 kPa 175 psi/1 200 kPa ESCUTCHEON Recessed Recessed Recessed Recessed GLOBE RE-DESIGNATION GL2826 GL4226 GLOBE EQUIVALENT Lj6J6 GL8127 AVAILABLE GUARDS SPRINKLER---71—V28 itT1TT. V42 V27 V34 Horizontal Sidewall I I AVAILABLE WRENCHES Sprinkler V56-2 Recessed i V56 Open End JV27-2 Recessed V27 Open End LV34-2 Recessedij V34 Open End /16 Hex-Bit V2826 and V4226 I I I V2710 V3410 I I I I U I • Factory Hydrostatic Test: 100% @ 500 psi/3447 kPa/34 bar Mm. Operating Pressure: UL/FM: 7psi/48 kPa/.5 bar Temperature Rating: See tables in section 2. For K-Factor when pressure is measured in bar, multiply S.I. units by 10.0. ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION, MAINTENANCE OR SUPPORT. victaulic.com 41.02 16368 Rev B Updated 07/2022 © 2022 Victaulic company. All rights reserved. 1 X. A-c-tau 2 41.02 16368 Rev B Updated 07/2022 © 2022 Victaulic Company. All rights reserved. victaulic.com \0Ltl2lUIIC victaulic.com 2.0 CERTIFICATION/LISTINGS HORIZONTAL SIDEWALL APPROVALS/LISTINGS SIN V2826 V4226 V2710 V3410 Nominal K Factor Imperial 28 4.2 56 8 Nominal K Factor 5.1.2 4.0 6.1 8.1 11.5 Orientation Horizontal Sidewall Horizontal Sidewall Horizontal Sidewall Horizontal Sidewall Escutcheon Flush I Extended Flush I Extended Flush I Extended Flush I Extended Approved Temperature Ratings F°/C° 135°F/57°C 135°F/57°C 135°F157°C 135°F/57°C cULus 155°F168°C 155°F/68°C 155°F/68°C 155°F/68°C 4 - 12 Deflector Distance 175°F/79°C 175°F179°C 175°F/79°C 175°F/79°C 200°F/93°C 200°F193°C 200°F/93°C 200°F/93°C 286°F/141°C 2867/141 °C 286°F/1 41°C 286°F/141°C 135°F/57°C 155°F/68°C FM - - 175°F/79°C - 200°F/93°C 286°F/141°C 135°F/57°C 155°F/68°C LPCB - - 175°F/79°C - 200°F/93°C 286°F/141°C 1 35°F/57°C 155°F/68°C CE, UKCA - - 175°F/79°C - 200°F/93°C 286°F/1 41°C RECESSED HORIZONTAL SIDEWALL APP NwIferA ___________________ SIN V2826 V4226 V2710 V3410 .E Nominal K Factor Imperial 28 42 - 56 8 Nominal K Factor 5.1.2 4.0 6.1 L 8.1 11.5 Orientation Horizontal Sidewall Horizontal Sidewall Horizontal Sidewall j'4 Horizontal Sidewall Escutcheon RECESSED RECESSED RECESSED RECESSED Approved cULus 135°F/57°C 135°F/57°C 135 F/57°C 135 F/57 C 4"— 12° Deflector Distance 155°F/68°C 155°F/68°C 155°F/68°C 155°F/68°C ½" and 3/4" Adjustment 17 °F179°r 175°F/79°C 175°F/79°C Escutcheon" ó°F/93°C 200°F/93°C FM 135°F/57°C ½ Adjustment Escutcheon - - 155°F/68°C Only 175°F179°C - 2 For K-Factor when pressure is measured in Bar, multiply S.I. units by 10. NOTES Listings and approval as of printing. Where cULus Listed, Polyester and VC-250 Coatings Listed as Corrosion Resistant Where FM Approved, VC-250 Coating Approved as Corrosion Resistant New York City Acceptance - All UL Listed and/or FM Approved sprinklers acceptable to NYC per section 28-113 of the Administrative Code and the 01CR Rule victaulic.com 3.0 SPECIFICATIONS — MATERIAL Deflector: Bronze Bulb Nominal Diameter: 3.0mm Load Screw: Bronze Pip Cap: Bronze Spring Seal: FIFE coated Beryllium nickel alloy Frame: Brass Lodgement Spring: Stainless steel Installation Wrench: Ductile iron Sprinkler Frame Finishes: Plain brass Chrome plated White polyester painted34 Flat black polyester painted3 Custom polyester painted34 VC-2505 Not available on the Intermediate Level Style Pendent. UL Listed for corrosion resistance. UL Listed and FM Approved for corrosion resistance. NOTE For cabinets and other accessories refer to separate sheet. 4.0 DIMENSIONS 13K744 mm Max. 56722 mm Max. (3/4 Adj.) 11/4"/32 mm Mm. (½' Adj.) 01 /716 mm Max. (½' Adj.( I /25 mm Mm. (3,4 Adj.) ¼'/3 mm Mm. 1 V4 "— Finished ceiling 2/305mm Reducer 47102mm I / perNFPA I 23/."/60 mm 2l31/ 2/51 mm 7 m Hole in wall Escutcheon Finished surface —" Typical wall V2826, V4226 41.02 16368 Rev B Updated 07/2022 © 2022 Victaulic Company. All rights reserved. victaulic.com 3 2N6'/64 mm tix'711 mm Nominal make-in 11/47 Deflector 31 31 mm Load screw Bulb Frame Pip cap and Lodgement spring spring seal V2826, V4226 37 76 mm As7l1 mm Nominal 11/47 make-in 32 mm Fra)er me Lodgement spring Load screw Pip cap and Bulb spring seal V2710 215A'/ [ 75 mm ½"/13 mm -Nominal make l5Ax/ 33 mm Deflector' ,/7 7Pipcapondg Load screw__I'] nt spring Bulb spring seal V3410 X.. A _C_ t _au I i C victaulic.com p 4.0 DIMENSIONS (CONTINUED) 2316"/56 mm Max. 1,16/43 mm Mm. (½' Adj.) 1316/37 mm Mm. (34" Adj) Escutcheon 47102 mm per NFPA I Finished ceiling Reducer 2"A67 75 75mm 23/V/60 mm 2"!51 mm Hole in wall II Finished surface Typical wall V2710 2W'/oO mm 1%"/41 mm1 I isurface 127305 mm 4"/102 mm per NFPA 25A6'7 75mm Finish V3410 7/8 1 '22 mm Max. (3/4" Adj.) 5/s"/16 mm Max. (½" Adj.) W/3 mm Mm. Finished ceiling Reducer 2751 mm 2W!60 mm Hole in wall 316/21 mm - 116/2 mm S 41.02 16368 Rev B Updated 07/2022 © 2022 Victaulic Company. All rights reserved. victaulic.com 4 \stauIic victaulic.com 5.0 PERFORMANCE Sprinkler is to be installed and designed as per N EPA, FM Datasheets, or any local standards. 6.0 NOTIFICATIONS WARNING i Read and understand all instructions before attempting to install any Victaulic products. Always verify that the piping system has been completely depressur- ized and drained immediately prior to installation, removal, adjust- ment, or maintenance of any Victaulic products. Wear safety glasses, hardhat, and foot protection. Failure to follow these instructions could result in death or serious personal injury and property damage. These products shall be used only in fire protection systems that are designed and installed in accordance with current, applicable National Fire Protection Association (NFPA 13, 13D, 13R, etc.) standards, or equivalent standards, and in accordance with applicable building and fire codes. These standards and codes contain important information regarding protection of systems from freezing temperatures, corrosion, mechanical damage, etc. The installer shall understand the use of this product and why it was specified for the particular application. The installer shall understand common industry safety standards and potential consequences of improper product installation. It is the system designer's responsibility to verify suitability of materials for use with the intended fluid media within the piping system and external environment. The material specifier shall evaluate the effect of chemical composition, pH level, operating temperature, chloride level, oxygen level, and flow rate on materials to confirm system life will be acceptable for the intended service. Failure to follow installation requirements and local and national codes and standards could compromise system integrity or cause system failure, resulting in death or serious personal injury and property damage. 7.0 REFERENCE MATERIALS Ratings: All glass bulbs are rated for temperatures from -67°F/-55°C. 1-40: Victaulic FireLockTM Automatic Sprinklers Installation and Maintenance Instructions l-V9: Style V9 Victaulic FireLockTM RSTM lnstpIIationReadyvM Sprinkler Coupling Installation Instructions User Responsibility for Product Selection and Suitability Each user beers final responsibility for making a determination as to the suitability of Victaulic products for a particular end-use application, in accordance with industry standards and project specifications, unwell as Victaulic performance, maintenance, safety, and warning instructions. Nothing in this or any other document, nor any verbal recommendation, advice, or opinion from any Victaulic employee, shall be deemed to alter, vary, supersede, or waive any provision of Victaulic Company's standard conditions of sale, installation guide, or this disclaimer, Intellectual Property Rights No statement contained herein concerning a possible or suggested use of any material, product, service, or design is intended, or should be constructed, to grant any license under any patent or other intellectual property right of Victaulic or any of its subsidiaries or affiliates covering such use or design, or as a recommendation for the use of such material, product, service, or design in the infringement of any patent or other intellectual property right. The terms "Patented" or "Patent Pending" refer to design or utility patents or patent applications for articles and/or methods of use in the United States and/or other countries. Note This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. Installation Reference should always be made to the Victaulic installation handbook or installation instructions of the product you are installing. Handbooks are included with each shipment of Victaulic products, providing complete installation and assembly data, and are available in PDF format on our website at www.oictaulic.com. Warranty Refer to the Warranty section of the current Price List or contact Victaulic for details. Trademarks Victaulic and all other Victaulic marks are the trademarks or registered trademarks of Victaulic Company, and/or its affiliated entities, in the U.S. and/or other countries. 41.02 16368 Rev B updated 07/2022 © 2022 Victaulic Company. All rights reserved. victaulic.com 671 JitziuIic PIPE 9 FITTINGS r L CPVC FIRE SPRINKLER PRODUCTS FG-2-1 221 Complete System of Pipe, Fittings & Solvent Cement Corrosion Resistant• Superior Flow • Ease of Installation I, Spears® FlameGuard® CPVC Fire Sprinkler Products provide a cost effective alternative to metal systems with advantages of high corrosion resistance, improved system hydraulics, ease of installation CPVC FIN SMNKLER MDO and quick assembly with common tools. CPVC Fire Sprinkler Systems are based on proven products that have been in continuous service for over 40 years. Spears® FlameGuard® products are approved by UL®, FM® gr ter\ Global, LPCB and Certified by NSF International for potable water use. Check local codes for restrictions and limitations. - I Corrosion Resistant CPVC Material Does Not Sustain Biological Growth Unlike metal systems, FlameGuard® CPVC products never rust, scale or pit and do not sustain biological growth - a cause of Microbiologically Influenced Corrosion (MIC) which can destroy metal fire sprinkler systems from the inside out. Superior Flow Characteristics for Lower Friction Losses The smooth-wall interior surfaces of FlameGuard® CPVC systems result in reduced friction loss over metal systems. The design flow characteristics remain constant throughout the life of the product because there is no interior corrosion in the system due to microbiological activity. Pressure Rated to 175 psi (1.21 Mpa) (1200kpa) @ 150°F (66°C) FlameGuard® CPVC Products are produced in combinations of Schedule 40 and Schedule 80 Fitting configurations con-forming to ASTM F 438 or F 439 standards and FlameGuard® SDR 13.5 CPVC Fire Sprinkler Pipe conforming to ASTM F 442 standards. UL® and FM® Rated working pressure is 175 psi (1.21 Mpa) (1200kpa) @ 150°F (66°C)(LPCB rated to 120°F) (490C). Easy Installation for Lower Costs FlameGuard® CPVC system installations significantly reduce costs over conventional metal piping by virtually eliminating prefabrication. Systems can be fully installed on site using solvent cement joining methods. UL® Listed for U.S. and Canada in NFPA 13,1311 & 13D Systems FlameGuard® CPVC Fire Sprinkler Products are UL® listed for U.S. and Canada applications for Light Hazard occupancies as defined in NFPA 13, Residential occupancies up to and including 4-stories as defined in NFPA 13R, and Residential occupancies for one and two family dwellings and manufactured homes as defined in NFPA 13D. Consult Spears® FlameGuard® CPVC Fire Sprinkler Products Installation Instructions and NFPA Standards for additional applications including air plenum, system risers, concealed, exposed, underground, combustable attic, garage, basement and low pressure dry piping installations. Full Limited Lifetime Warranty FlameGuard® CPVC Fire Sprinkler Products carry a limited lifetime warranty against defects in material or workmanship. Consult Spears® warranty for additional details. PROGRESSIVE PRODUCTS FROM SPEARS [1 INNO VA TION & TECHNOLOGY OLPC~L ow Visit our website at www.spearsmfg.com LPS1260 CertiLBCB ref. 293b Spears® FlameGuard® The Leader in Innovative CPVC Fire Sprinkler System Products Pioneer in Molded-in Metal Insert Head Adapters Patented Spears® pioneered the development of the FlameGuard® molded-in- place metal thread insert for connection of sprinkler heads to CPVC fire sprinkler systems, plus Metal FlPT threaded female adapters for metal- to-plastic transitions. Developed the Special Reinforced (SR) Head Adapters Patented Spears® FlameGuard® continuous improvement program developed the technology to produce a superior patented plastic threaded fitting - the Special Reinforced (SR) Design. This unique design incorporates a patented thermoplastic compression process that equalizes stresses generated by tapered thread joint make-up. All CPVC plastic body and threads provide a more uniform construction and improved corrosion resistance. Revolutionary Gasket Sealed Head Adapter Choices Patented Requires NO Thread Sealants • Eliminates Stress Prevents Over Tightening • Provides Easy Frame Alignment Spears® revolutionary Gasket Sealed Head Adapters feature an elastomer gasket seal at the base of the threads. The gasket seal allows a modified thread design that eliminates radial stress and associated problems typical with tapered thread joint make up. Choose from TorqueSafeTM design with rotating brass thread insert, SotTorqueTM design with Special Reinforced (SR) plastic threads and compressible gasket or QuickTorqueTM with similar features plus brass threads. Full Assortment of Specialty Products & Fitting Configurations Spears® FlameGuard® products provide the specialty fittings needed in today's fire sprinkler systems. The GripLocTM Elbow, Tee, Cap and Coupling and GripLocTM Repair Coupling for quick no-cement repairs; the Adjustable Drop Nipple for fine-tuning to finished ceiling height; and Ringed Head Adapter for ease of locating during installation. Plus a .11 ..c c.. i. .-i;.. 1S. u Lead Free TorqueSafe TM, SofTorque & QuicklorqueTM Fittings Lead Free U (300V I.1uII IL UI littil I9 II R.,IUUII I UUVU ..,UUJIII I dapters,unions I GripLocm Elbow, Tee, Cap, Coupling & and Flanges sizes 3/4" through 3". Repair Couplings Complete Size Range of CPVC Pipe Lead Free - Spears® FlameGuard® CPVC Fire Sprinkler Pipe is available (M. 1`fltf?Guardt5A in sizes 3/4 to 3 and conforms to ASTM F 442 standard for SDR1 13.5 CPVC pipe. I usA Spears® Solvent Cements & Thread Sealant FlameGuard®products should be installed using Spears® FS-5 One-Step Solvent Cement. For threaded joints, use Spears® BLUE 75' Thread Sealant that has been tested for compatibility with FlameGuard® CPVC Fire Sprinkler Products. Spears® TorqueSafeTM, SofTorqueTM and QuickTorqueTM Gasket Sealed Adapter requires no sealant. Consult sprinkler head manufacturer prior to use. UL 2818 Performance Certification I Certified by Underwriters Laboratories (UL:,) for conformance to UL 2818 Certification Program F For Chemical Emissions For Building Materials, Finishes And Furnishings. This GREENGUARD GOLD Certification provides eligibility for LEED® credits when installing FlameGuard® in a green KIODUCaWrMFOR building project. ©Copyright 2021 Spearsa Manufacturing Company. All Rights Reserved. Printed in the United States of America 11121. FG-2-1221 SPEARS FlameGuard' CPVC FIRE SPRINKLER PIPING PRODUCTS TECHNICAL INFORMATIO'N"T. WEIGHTS & DIMENSION S Nj5yember 2015 ' 'SUPERSEDES ALL PREVIOUS EDITIONS - - - OF con - -, - — -- I, 969 4 4 _I ld lP' --'-4,00ER 7/R p MANAGEMENT SYSTEMS 007 Visit our web site: I I — ::••- Assessed to ISO 9001: 2008 •EG41415 Certificate number 293 - - - - I [_FlameGuard® CPVC FIRE SPRINKLER PIPING PRODUCTS 1 The information contained in this section is based on current information and Product design at the time of publication and is subject to change without notification. Our ongoing commitment to product improvement may result in some variation. No representations, guarantees or warranties of any kind are made as to its accuracy, suitability for particular applications or results to be obtained therefrom. For verification of technical data or additional information not contained herein, please contact Spears® Technical Services Department ['West Coast: (818) 364-1611—East Coast: (678) 985-12631. General Information RECOMMENDATIONS FOR INSTALLERS AND USERS: Plastic piping systems should be ENGINEERED, INSTALLED and OPERATED in accordance with ESTABLISHED DESIGN AND ENGINEERING STANDARDS AND PROCEDURES for plastic piping systems. Suitability for the intended service application should be determined by the installer and/or user prior to installation of a plastic piping system. All Installation and maintenance personnel should be trained in the proper handling and installation requirements and precautions of plastic piping systems. PRIOR TO ASSEMBLY, all piping system components should be inspected for damage or irregularities. Mating components should be checked to assure that tolerances and engagements are compatible. Do not use any components that appear irregular or do not fit properly. Contact the appropriate manufacturer of the component product in question to determine usability. Consult all applicable codes and regulations for compliance prior to installation. Installation must be made in accordance with Spears® Manufacturing Company FlameGuard® CPVC Fire Sprinkler Piping Products Installation Instructions - FG-3 NOTE - Individual or group instruction in correct solvent welding procedures is available by contacting your local distributor or your servicing Spears® Regional Distribution Center. SOLVENT CEMENT CONNECTIONS - Spears® Manufacturing Company recommends the use of Spears® FS-5 One Step solvent cement for joining Spears® products. Use of solvent cementing products not approved for CPVC fire sprinkler systems, or failure to follow installation instructions will automatically void the warranty. THREADED CONNECTION - Spears® Manufacturing Company recommends the use of Spears® BLUE 75Tm Thread Sealant. This product has been tested by Spears® and the sealant manufacturer for compatibility with the Spears® CPVC fire sprinkler products. Consult the sprinkler head manufacturer before using this product. WARNING: OTHER PIPE JOINT COMPOUNDS OR PASTES MAY CONTAIN SUBSTANCES THAT COULD CAUSE STRESS CRACKING IN THE CPVC OR OTHER FITTING COMPONENTS. Care must be taken to avoid over torquing - generally 1 t 2 turns beyond finger fight is all that is required to make up a threaded connection. Factory testing has indicated 10-25 ft. lbs. of torque is adequate to obtain a leak free seal. GASKET SEALED THREAD CONNECTIONS - This type of connection can only be made with Spears® TorqueSafe, SofrorqueTm or QuickTorqueTm style Gasket Sealed Female Sprinkler Adapters. DO NOT USE ANY TYPE OF THREAD SEALANT WHEN INSTALLING THIS TYPE OF ADAPTER. Tape or paste may impair proper sealing and function. Testing has shown that hand tight until snug for the TorqueSafeTm adapter and finger tight plus 1-turn is all that is needed to seal this special connection. Sprinkler heads in these specialty fittings can then be additionally tightened clockwise to bring sprinkler frames into desired alignment without stressing the fitting. See specific adapter instructions in package for details. GripLocTm CONNECTIONS - This type of connection can only be made with Spears® GripLocN Couplings or Repair Couplings. DO NOT USE ANY TYPE OF SOLVENT CEMENT OR SEALANT WHEN INSTALLING THIS TYPE OF CONNECTION. Uses an internal stainless steel gripper ring with an internal elastomer gasket seal. Connection allows immediate system use. See specific instructions in package for details. Installation Training Available - Contact Spears® Technical Services for Details FlameGuard® Products must be installed in accordance with Spears® FlameGuard® CPVC Fire Sprinkler Piping Products Installation Instructions, National Fire Protection Association Standards 13, 13R, 13D, and in accordance with local codes. Code requirements and field conditions may differ. It is the responsibility of the installing contractor to insure that the product is suitable to meet these requirements. Dimension Reference G = (LAYING LENGTH) Intersection of center lines to bottom of socket/thread; 90 elbows, tees, crosses; ± 1/32 inch. M = Outside diameter of socket/thread hub; ± 1/16 inch. H = Intersection of center lines to face of fitting; 90 elbows tees, crosses; ± 1/32 inch. N = Socket bottom to socket bottom; couplings; ± 1/16 inch. J = Intersection of center lines to bottom of socket/thread; 45 elbows; ± 1/32 inch Q = Width of flats; ±1/16 inch. L = Overall length of fittings; ± 1/16 inch. W = Height of cap; ± 1/16 inch. CPVC FIRE SPRINKLER PIPE SDR 13.5 (ASTM F 442) Part Number Nominal Size AverageO.D. Average I.D. Approx. Weight LbsiFt. (mm) Inches (mm) Inches (mm) Inches CP-007 3/4 (19.1) 1.050 (26.7) .874 (22.5) 0.168 CP-010 1 (25.4) 1.315 (33.4) 1.101 (28.2) 0.262 CP-012 1-1/4 (31.8) 1.660 (42.2) 1.394 (35.6) . 0.418 CP-015 1-1/2 (38.1) 1.900 (48.3) 1.598 (40.7) 0.548 CP-020 2 (50.8) 2.375 (60.3) 2.003 (50.9) 0.859 CP-025 2-1/2 (63.5) 2.875 (73.0) 2.423 (61.5) 1.257 CP-030 3 (76.2) 3.500 (88.9) 2.950 (75.0) 1.867 Lead Free' low lead certification - unless other wise specified, all Spears® FlameGuard® fittings specified here-in are certified by NSF International to ANSI/NSF® Standard 61, Annex G and is in compliance with California's Health & Safety Code Section 116825 (commonly known as A1311953) and Vermont Act 193. Weighted average lead content <=0.25%. Spears® PVC and CPVC Pipe, Fittings and Valves have always been lead-free and Certified by NSF International for use in potable water systems. Spears® offers a wide range of lead-free specialty fittings and transition adapters for plumbing applications. However, certain brass threaded adapter fittings for applications that are not intended to convey water for human consumption through drinking or cooking are still produced and available. SPEARS® MANUFACTURING COMPANY FlameGuard® CPVC FIRE SPRINKLER PIPING PRODUCTS jJ 0, EARS SOCKET DIMENSIONS SCH 4O-ASTMF438 SCH 80 -ASTM F439 ____f B A Socket Socket SCH 40 Minimum SCH 80 Minimum Size Tolerance Entrance A Bottom B Socket Length C Socket Length C 3/4 1.058 1.046 ±.004 .719 1.000 1 1.325 1.130 ±005 .875 1.125 1-1/4 1.670 1.655 ±.005 .938 1.250 1-1/2 1.912 1.894 ±.006 1.094 1.375 2 2.387 2.369 ±.005 1.156 1.500 2-1/2 2.889 2.868 ±.007 1.750 1.750 3 3.516 3.492 ±.008 1.875 1.875 TEE Socket x Socket x Socket Part Number Size G H L M Approx. Wt. (Lbs.) 4201-007 3/4 9/16 1-1/2 2-31/32 1-5/16 .11 4201-010 1 7/8 1-13/16 3-5/8 1-5/8 .20 4201-012 1-1/4 15/32 2-3/32 4-7/32 2 .29 4201-015 1-1/2 1-5/32 2-9/16 5-3/32 2-11/32 .54 4201-020 2 1-13/32 2-15/16 5-7/8 2-7/8 .86 4201-025 2-1/2 1-23/32 3-1/2 7 3-15/32 1.62 4201-030 3 2-1/16 3-31/32 7-15/16 4-5/32 2.53 REDUCING TEE Socket x Socket x Socket M . . M2f- G1 G G2 Part Size G GI G2 H HI H2 L M MI M2 Approx. Number wt. (Lbs.) 4201-102 3/4x3/4x1 3/4 3/4 3/4 1-11/16 1-25/32 1-11/16 3-13/32 1-5/16 1-21/32 1-5/16 .13 4201-125 1x3/43/4 23/32 7/8 23/32 1-25/32 1-13/16 1-21/32 3-7/16 1-19/32 1-11/32 1-5/16 .16 4201-126 14/41 23/32 23/32 3/4 1-27/32 1-27/32 1-3/4 3-19/32 1-5/8 1-5/8 1-5/16 1 .17 4201-131 lxlx3/4 11/16 13/16 11/16 1-13/16 1-13116 1-13/16 3-5/8 1-5/8 1-5/16 1-5/8 .17 4201-157 1-1/410/4 11/16 1-1/32 11/16 1-15/16 2-1/32 1-13/16 3-25/32 2-3/32 1-13/32 1-23/32 .32 MADE IN THE U.S.A. [_ FlameGuard® CPVC FIRE SPRINKLER PIPING PRODUCTS 1 REDUCING TEE (continued) Socket x Socket x Socket TtEil M - - M2_L jGl L G 'G2 HtAH2 Part Number Size G GI G2 H HI H2 L M MI M2 Approx. Wt. (Lbs.) 4201-158 1-1/410 27/32 29/32 25/32 2-1/16 2-1/32 1-29/32 3-15/16 1-31/32 1-5/8 1-5/8 .24 4201-159 1-1/40xl-1/4 31/32 31/32 31/32 2-7/32 2-7/32 2-3/32 4-11/32 2-1/8 2-1/8 1-23/32 .36 4201-167 1-1/40-1/43/4 21/32 1 21/32 1-29/32 2 1-29/32 3-13/16 2 1-5/16 2 .22 4201-168 1-1/41-1141 13/16 1 13/16 2-1/16 1 2-1/8 2-1/16 1 4-1/8 1-31/32 1 1-21/32 1-31/32 1 .24 4201-169 1-1140-1/40-1/2 1-1/8 15/16 1-1/8 2-3/8 2-11/32 2-3/8 4-3/4 2-3/32 2-11/32 2-3132 .51 4201-201 1-1/2x1-1/4x3/4 11/16 1 1/4 2-1/16 2 1-15/16 4 2-5/16 1-3/8 21/16 .41 4201-202 1-1/20-1/40 27/32 1-1/32 1 2-7/32 2-5/32 2-1/4 4-15/32 2-5/16 1-11/16 2-1/16 .42 4201-210 1-1/20-1/2x3/4 11/16 1-1/32 11/16 2-1/16 2-1/32 2-1/16 4-5/32 2-11/32 1-13/32 2-11/32 .39 4201-211 1-1/2x1-1/2x1 13/16 1-3/32 13/16 2-3/16 2-1/4 2-3/16 4-3/8 2-11/32 1.3/4 2-11/32 .41 4201-212 1-1/2x1-1/2x1-1/4 1-1/32 1-3/32 1-1/32 2-13/32 2-11/32 2-13/32 4-13/16 2-11/32 2-1/8 2-11/32 .49 4201-213 1-1/2x1-1/2x2 1-9/32 1-5/32 1-9/32 2-21/32 2-21/32 2-21/32 5-11/32 2-11/32 2-29/32 2-11/32 .64 4201-248 2x2x3/4 11/16 1-13/32 11/16 2-7/32 2-7/16 2-7/32 4-7/16 2-27/32 1-3/8 2-27/32 .52 4201-249 2x2x1 27/32 1-13/32 27/32 2-11/32 2-9/16 2-11/32 4-23/32 2-7/8 1-3/4 2-7/8 .58 4201-250 2x2x1-1/4 1-1/32 1-11/32 1-1/32 2-17/32 2-19/32 2-17/32 5-3/32 2-7/8 2-3/32 2-7/8 .65 4201-251 2x2x1-1/2 1-5/32 1-7/16 1-5/32 2-11/16 2-13/32 2-11/16 1 5-3/8 2-7/8 2-13/32 2-7/8 .79 4201-289 2-1/2x2-1/2x1 27/32 1-23/32 27/32 2-5/8 2-27/32 2-5/8 5-1/4 3-17/32 1-23/32 3-17/32 1.01 4201-290 2-1/2x2-1/2x1-1/4 1-3/32 1-23/32 1-1/32 2-13/16 2-31/32 2-13/16 5-21/32 3-9/16 2-3/32 3-9/16 1.13 4201-291 2-1/2x2-1/20-1/2 1-3/16 1/2 1-3/16 2-15/16 1-7/8 2-15/16 5-7/8 3-15/32 2-11/32 3-15/32 1.26 4201-292 2-1/2x2-1/2x2 1-13/32 1-5/8 1-13/32 3-3/16 3-1/8 3-3/16 6-3/8 3-1/2 2-7/8 3-1/2 1.37 4201-335 3x3x1 7/8 1-15/16 7/8 2-3/4 3-1/16 2-3/4 5-15/32 4-3/16 1 1-23/32 4-3/16 1.26 4201.336* 3x30-1/4 1-3/8 1-3/4 1-3/8 3-5/16 3-1/2 3-5/16 1 6-5/8 4-1/8 2-7/8 4-1/8 1.94 4201-337 3x3x1-1/2 1-5/32 2-1/16 1-5/32 3-1/32 3-7/16 3-1/32 6-3/32 4-3/16 2-3/8 4-3/16 1.46 4201-338 3x3x2 1 1-7/16 1-13/16 1-7/16 3-5/16 3-5/16 3-5/16 6-19/32 4-3/16 2-7/8 4-3/16 1.69 4201-339 304-1/2 1 1-3/4 1 1-31/32 1 1-3/4 3-5/8 3-23/32 3-5/8 7-1/4 4-3/16 3-17/32 4-3/16 2.11 * Branch Outlet Sized with Bushing TorqueSafeTM SPRINKLER HEAD TEE Gasket Sealed Brass Ml Thread Insert Style Gi Socket x Socket x Gasket Fipt With Elastomer Seal - Use NO Thread Sealant Part Number Size G GI G2 H HI H2 L M MI M2 Approx. Wt. (Lbs.) 4202-101 G 3/43/41/2 7/16 1 1-3/16 7/16 1-7/16 1-7/16 1-17/32 2-29/32 1-3/8 1-3/8 1-3/8 .22 4202-124 G 10/41/2 7/16 \ 1-11/32 9/16 1-9/16 1-11/16 1-9/16 3-1/8 1-11/16 1-3/8 1-3/8 .26 4202-130 G 1x1x1/2 7/16 1-11/32 7/16 1-9/16 1-11/16 1-9/16 3-1/8 1-23/32 1-3/8 1-23/32 .28 4202-131 G lx10/4 17/32 15/16 17/32 1-11/16 1-5/8 1-11/16 3-11/32 1-23/32 1-9/16 1-23/32 .31 4202-166G 1-1/4x1-1/4x1/2 7/16 1-5/8 7/16 j 1-11/16 1 1-15/16 1 1-11/16 1 3-3/8 1 2-1/16 1 1-3/8 1 2-1/16 1 .34 4202-209G 1-1/2x1-1/2x1/2 1/2 1-13/16 1/2 1-7/8 2-3/32 1-7/8 3-3/4 2-11/32 1-3/8 2-11/32 .41 4202-247 G 2x2x1/2 1/2 2-1/16 1/2 2 2-11/32 2 4-1/32 2-27/32 1-3/8 2-27/32 .54 Not intended to convey or dispense water for human consumption through drinking or cooking SPEARS& MANUFACTURING COMPANY [_ FlameGuard® CPVC FIRE SPRINKLER PIPING PRODUCTS SPRINKLER HEAD TEE Brass Thread Insert Style Mi--______ (31 t Socket x Socket x Fipt Hi - - - L I LG G2 H—*- H2 L Part Number Size I G I GI I G2 I H I HI I H2 FL M I MI I M2 I Approx. Wt. (Lbs.) 4202-010 1 ixixi 1 21/31 1 1-1/8 1 21/31 1 1-25/32 1 1-29/32 1 1-25/32 1 3-19/32 1 1-23/32 1 1-23/32 1 1-23/32 1 .37 Not intended to convey or dispense water for human consumption through drinking or cooking SoflorqueTM SR REDUCING TEE Gasket Sealed Special Reinforced Plastic Thread Style Socket x Socket x SR Fipt Mi With Elastomer Seal - Use NO Thread Sealant ML G2 14 I H2-4. I Part Number Size G GI G2 H HI H2 L M MI M2 Approx. Wt. (Lbs.) 4202-101GSR 3/4x3/41/2 7/16 1-1/2 7/16 1-3/8 1-7/8 1-3/8 2-3/4 1-5/16 1-3/8 1-5/16 .16 4202-130GSR 1x1x1/2 7/16 1-5/8 7/16 1-1/2 2 1-1/2 3 1-5/8 1-3/8 1-5/8 .20 SPRINKLER REDUCING HEAD TEE Brass Thread Insert Style Socket x Socket x Fipt ._.. Hi L 11, G1 tG~G12~ L Part Number Size G GI G2 H HI H2 L M MI M2 Approx. Wt. (Lbs.) 4202-101 3/43/41/2 7/16 1-1/16 7/16 1-15/32 1-5/8 1-15/32 2-29/32 1-13/32 1-3/16 1-13/32 .20 4202-124 10/41/2 7/16 1-11/32 9/16 1-9/16 1-11/16 1-9/16 3-1/8 1-11/16 1-3/8 1-3/8 .26 4202-130 1x1x1/2 7/16 1-7/32 7/16 1-9/16 1-25/32 1-9/16 3-1/8 1-3/4 1-3/16 1-3/4 .26 4202-156 1-1/4x1x112 7/16 1-7/16 9/16 1-11/16 2-1/32 1-11/16 3-3/8 2-3/32 1-3/16 1-23/32 .30 4202-166 1-1/41-1/41/2 7/16 1-15/32 7/16 1-11/16 2-1/32 1-11/16 3-3/8 2-3/32 1-3/16 2-3/32 .31 4202-199 1-1/2x1-1/4x1/2 1/2 1-5/8 9/16 1-7/8 2-3/16 1-13/16 3-11/16 2-11/32 1-3/16 2-1/16 .37 4202-209 1-1/2x1-1/2x1/2 1/2 1-5/8 1/2 1-7/8 2-3/16 1-7/8 3-3/4 2-11/32 1-3/16 2-11/32 .38 4202-237 2x1-1/2x1/2 1/2 1-27/32 17/32 2 2-7/16 1-29/32 3-15/16 2-7/8 1-3/16 2-11/32 .47 4202-247 2x2x1/2 1/2 1-7/8 1/2 2 2-7/16 2 4-1/32 2-27/32 1-3/16 2-27/32 . .50 Not intended to convey or dispense water for human consumption through drinking or cooking MADE IN THE U.S.A. FlameGuard® CPVC FIRE SPRINKLER PIPING PRODUCTS SPRINKLER HEAD TEE Special Reinforced Plastic Thread Style Socket x Socket x SR Fipt F T I.1 - M2 rG~ I G211' H2—1 L Part Number Size G I GI G2 I H I HI I H2 I L I M I MI I M2 I Approx. Wt. (Lbs.) 4202-010SR ixixi 21/32 1 3/4 21/32 1-25/32 1 1-5/8 1-25/32 3-19/32 1-23/32 1-11/16 1-23/32 1 .26 SPRINKLER REDUCING HEAD TEE Special Reinforced Plastic Thread Style Socket x Socket x SR Fipt Hi M -- - M2 GI I GI4P4iG2 k-H H2-.' I' L Part Number Size G GI G2 H HI H2 L M MI M2 Approx. Wt. (Lbs.) 4202-101SR 3/43141/2 19/32 25/32 19/32 1-19/32 1-7/16 1-19/32 3-7/32 1-13/32 1-3/16 1-13/32 .15 4202-124SR 1x3/4x1/2 7/16 29/32 9/16 1-19/32 1-5/8 1-9/16 3-5/32 1-23/32 1-3/16 1-17/32 .19 4202-130SR 1x1x1/2 7/16 29/32 7/16 1-9/16 1-5/8 1-9/16 3-1/8 1-23/32 1-3/16 1-23/32 .20 4202-156SR 1-1/4xlxl/2 15/32 1-5/32 19/32 1-23/32 1-7/8 1-23/32 3-13/32 2-3/32 1-3/16 1-23/32 .26 4202-166SR 1-1/41-1/41/2 7/16 1-1/8 7/16 1-11/16 1-27/32 1-11/16 3-3/8 2-3/32 1-3/16 2-3/32 .26 4202-168SR 1-1/4x1-1/4x1 27/32 1-1/32 27/32 2-3/32 1-29/32 2-3/32 4-7/32 2-3/32 1-11/16 2-3/32 .34 4202-199SR 1-1/2x1-1/41/2 9/16 1-9/32 17/32 1-15/16 2 1-25/32 3-23/32 2-11/32 1-3/16 2-3/32 .33 4202-209SR 1-1/2x1-1/2x1/2 1/2 1-1/4 1/2 1-7/8 1-31/32 1-7/8 3-3/4 2-11/32 1-3/16 2-11/32 .35 4202-211 SR 1-1/2x1-1/2x1 27/32 1 1-7/32 27/32 2-7/32 2-1/8 2-7/32 4-15/32 2-11/32 1-23/32 2-11/32 .44 4202-237SR 2x1-1/2x1/2 23/32 1-9/16 3/8 2-7/32 2-9/32 1-3/4 3-31/32 2-7/8 1-3/16 2-11/32 .45 4202-247SR 2x2x1/2 1/2 31/32 1/2 2 1-11/16 19/32 4 2-7/8 1 1-3/16 2-7/8 .48 4202-287SR 2-1/2x2-1/2x1/2 17/32 1-3/4 17/32 2-9/32 2-1/2 2-9/32 4-19/32 3-1/2 1-7/32 3-1/2 .78 SOFTORQUETM SR SPRINKLER HEAD TEE Gasket Sealed Special Reinforced Plastic Thread Style Socket x SR Fipt x Socket 7 12 G1 Stainless Steel Collar With Elastomer Seal - Use NO Thread Sealant _________ H H2 Part Number I Size I G I GI I G2 I H I HI I H2 I L I M I MI I M2 I Approx. Wt. (Lbs.) 4203-122GSR I lxl/2x1 I 13/16 I 13/16 I 1-1/2 I 1-27/32 I 1-27/32 I 1-31/32 13-13/16 I 1-5/8 I 1-5/8 I 1-3/8 I .22 5 SPEARS® MANUFACTURING COMPANY FlameGuard® CPVC FIRE SPRINKLER PIPING PRODUCTS TorqueSafeTM SPRINKLER HEAD TEE s—Mi I Gasket Sealed Brass Thread Insert Style Socket x Gasket Fipt x Socket I G1 — F- IG HI - - HI 2 --- I _____ With Elastomer Seal - Use NO Thread Sealant .!__.I I_G2 —H2 L Part Number Size I G I GI I G2 H HI H2 L I M MI M2 Approx. Wt. (Lbs.) 4203-122 G I ixi/2x1 1 19/32 1 13/16 1 1-13/32 1 1-19/32 1 1-27/32 1 1-3/4 3-11/32 1 1-5/8 1 1-5/8 1 1-3/8 .25 Not intended to convey or dispense water for human consumption through drinking or cooking SPRINKLER HEAD TEE Ml Brass Thread Insert Style Socket x Fipt x Socket T M AT -- - E4 —H L — Part Number I Size I G I GI G2 H I HI H2 L M MI M2 Approx. Wt. (Lbs.) 4203-122 lxl/2x1 1 23/32 1 3/4 1-1/4 1 1-5/8 1 1-5/8 1 1-15/16 1 3-1/2 1 1-23/32 1 1-23/32 1 1-3/16 1 .25 Not intended to convey or dispense water for human consumption through drinking or cooking SPRINKLER HEAD TEE Special Reinforced Plastic Thread Style Socket x SR Fipt x Socket Part Number Size G GI G2 H HI H2 L M MI M2 Approx. Wt. (Lbs.) 4203-122SR ixll2xl 27/32 23/32 1-3/32 1-23/32 1-5/8 1-25/32 3-13/32 1-3/4 1-3/4 1-3/16 .21 MADE IN THE U.S.A. 6 cj [ FlameGuard® CPVC FIRE SPRINKLER PIPING PRODUCTS j STREET TEE Spigot x Socket x Socket Ml PE M2 GI G T—!q H2 Part Number Size G GI G2 H HI H2 L MI M2 Approx. Wt. (Lbs.) 4244-007 3/4 13/16 27/32 27/32 1-13/16 1-7/8 1-7/8 3-5/8 1-13/32 1-13/32 .16 4244-010 1 1-5/32 1-1/32 1-1/32 2-1/8 1-29/32 1-29/32 4-3/16 1-3/4 1-3/4 .27 4244-012 1-1/4 1-1/4 1 1 2-7/16 2-9/32 2-9/32 4-27/32 2-3/32 2-3/32 .42 4244-015 1-1/2 j 1-13/16 j 1-1/8 j 1-1/8 j 2-7/8 j 2-9/16 2-9/16 5-11/32 2-11/32 2-11/32 .56 4244-020 2 1 1-23/32 1 1-7/16 1 1-13/32 1 3-1/4 1 2-15/16 1 2-15/16 6-5/32 2-7/8 2-7/8 .84 900 ELBOW Socket x Socket IF Part Number Size G H M Approx. Wt. (Lbs.) 4206-007 3/4 9/16 1-1/2 1-5/16 .07 4206-010 1 3/4 1-5/8 1-5/8 .11 4206-012 1-1/4 15/16 2-3/16 2 .22 4206-015 1-1/2 1-5/32 2-17/32 2-3/8 .41 4206-020 2 1-13/32 2-29/32 2-7/8 .62 -4 4206-025W 2-1/2 1-15/32 3-3/8 3-1/2 1.15 4206-030 3 1-5/32 3-3/32 4-3/16 1.83 SPEARS® MANUFACTURING COMPANY =F1cameGuard8 CPVC FIRE SPRINKLER PIPING PRODUCTS j EARS SIDE OUTLET ELBOW Socket x Socket x Socket Part Number Size G H M Approx. Wt. (Lbs.) 4213-007 3/4 27/32 1-19/32 1-5/16 .09 4213-010 1 13/16 1-7/8 1-5/8 .18 REDUCING 900 ELBOW —HI Socket x Socket PG Part Number Size I G I GI I H I HI I M I MI Approx. Wt. 4206-131 1x314 21/32 13/16 1-25/32 1-13/16 1-19/32 1-5/16 .11 TorqueSafeTM 900 SPRINKLER HEAD ELBOW Gasket Sealed Brass Thread Insert Style Socket x Gasket Fipt With Elastomer Seal - Use NO Thread Sealant Part Number Size G GI H HI M MI Approx. Wt. (Lbs.) 4207-101 G 3/41/2 9/16 1-7/32 1-13/32 1-17/32 1-13/32 1-3/8 .19 4207-130G 1x1/2 7/16 1-3/16 1-9/16 1-11/16 1-23/32 1-3/8 .23 4207-166 G 1-1141/2 15/32 1-19/32 1-15/16 1-11/16 2-3/32 1-3/8 .25 Not intended to convey or dispense water for human consumption through drinking or cooking MADE IN THE U.S.A. 8 [_ FlameGuard® CPVC FIRE SPRINKLER PIPING PRODUCTS SPRINKLER HEAD 900 ELBOW Brass Thread Insert Style Hi Socket x Fipt (31 Part Number Size G GI H HI M MI Approx. Wt. (Lbs.) 4207-101 3140/2 1/2 1-3/32 1-1/2 1-5/8 1-13/32 1-3/16 .17 4207-130 1x112 7116 1-7/32 1-19/32 1-25/32 1-23/32 1-3/16 .21 4207-131 1x314 17/32 1-11/32 1-21/32 1-31/32 1-23/32 1-3/8 .25 4207-166 1 1-1141/2 1 15/32 1 1-17/32 1 1-11/16 1-15/16 2-3/32 1-17/32 .33 Not intended to convey or dispense water for human consumption through drinking or cooking SotTorqueTM SR 90° ELBOW SPRINKLER HEAD ADAPTER Gasket Sealed Special Reinforced Plastic Thread Style Socket x SR Fipt Hi —H With Elastomer Seal - Use NO Thread Sealant i Part Number Size G GI H HI M MI Approx. Wt. (Lbs.) 4207-101GSR 3/41/2 7/16 1-17/32 1-3/8 1-27/32 1-11/32 1-3/8 .17 4207-1300SR 1x1/2 7/16 1-11/16 1-1/2 2 1-21/32 1-3/8 .19 4207-166GSR 1-1/41/2 7/16 1-7/8 1-11/16 2-7/32 2 1-3/8 .22 SPRINKLER HEAD 900 ELBOW Special Reinforced Plastic Thread Style Socket x SR Fipt G ____Ml PG1 H L PartNumber Size G GI H HI M Ml Approx.Wt.(Lbs.) 4207-101SR 3/4112 11/32 13/16 1-15/32 1-1/2 1-13/32 1-3/16 .14 4207-130SR 1x1/2 7/16 7/8 1-9/16 1-5/8 1-23/32 1-3/8 .20 4207-131SR 1x314 1 1/2 1 7/8 1-5/8 1 1-9/16 1-23/32 1-3/8 1 .16 4207-166SR 1-1141/2 1 13/32 1 1-1/32 1-21/32 1 1-23/32 1 2-3/32 1-7/32 1 .19 SPEARS@ MANUFACTURING COMPANY [_FlameGuard® CPVC FIRE SPRINKLER PIPING PRODUCTS 900 STREET ELBOW Spigot x Socket Hi Ml q Part Number Size G GI H HI MI Approx. Wt. (Lbs.) 4209-007 3/4 29/32 19/32 1-15/16 1-11/16 1-13/32 .12 4209-010 1 1-9/32 23/32 2-13/32 1-27/32 1-3/4 .21 4209-012 1-1/4 1-9/16 27/32 2-13/16 2-3/32 2-3/32 .32 4209-015 1-1/2 1-15/32 1-3/16 2-27/32 2-9/16 2-11/32 .42 4209-020 2 1-23/32 1-3/8 3-7/32 2-15/16 2-27/32 .65 22-1/20 ELBOW Socket x Socket fl~ M Part Number Size H J M Approx. Wt. (Lbs.) 4216-007 3/4 1-3/16 7/32 1-13/32 .09 4216-010 1 1-3/8 9/32 1-25/32 .14 4216-012 1-1/4 1-1/2 5/16 2-3/32 .20 4216-015 1-1/2 1-7/16 13/32 1-3/8 .19 4216-020 2 1-7/8 3/8 2-27/32 .43 4216-030 3 2-3/8 1/2 4-5/32 1.00 22-1/20 STREET ELBOW Spigot x Socket Ml PIPE O.D. Part Number Size H HI J JI MI Approx. Wt. (Lbs.) 4242-007 3/4 1-1/4 1-1/2 1/4 1/2 1-3/8 .08 4242-010 1 1-7/16 1-11/32 5/16 7/32 1-23/32 .14 4242-012 1-1/4 1-9/16 1-25/32 17/32 11/16 2-1/16 .21 4242-015 1-1/2 1-13/32 1-23/32 1/2 11/32 2-11/32 .28 4242-020 2 1-29/32 2-1/8 7/32 5/8 2-7/8 .42 4242-025 2-1/2 2-1/8 2-1/4 13/32 1/2 3-1/2 .68 4242-030 3 2-13/32 2-13/32 9/16 17/32 4-5/32 .99 MADE IN THE U.S.A. 10 FlameGuard® CPVC FIRE SPRINKLER PIPING PRODUCTS 45° ELBOW Socket x Socket 10 Part Number Size H J M Approx. Wt. (Lbs.) 4217-007 3/4 1-5/16 5/16 1-5/16 .07 4217-010 1 1-13/32 3/8 1-5/8 .11 4217-012 1-1/4 1-5/8 3/8 2-5/32 .21 4217-015 1-1/2 1-27/32 15/32 2-11/32 .32 4217-020 2 2-1/8 21/32 2-7/8 .48 4217-025 2-1/2 2-17/32 3/4 3-1/2 .88 4217-030 3 2-29/32 29/32 4-5/32 1.17 CROSS Socket x Socket x Socket x Socket G1jJ I Hl G_ I Part Number Size G GI H HI L LI M Approx. Wt. (Lbs.) 4220-007 3/4 5/8 5/8 1-21/32 1-21/32 3-5/16 3-5/16 1-13/32 .22 4220-010 1 3/4 3/4 1-5/8 1-5/8 3-1/4 3-1/4 1-23/32 .20 4220-012 1-1/4 1-1/8 1-1/8 2-3/8 2-3/8 4-3/4 4-3/4 2-3/32 .63 4220-015 1-1/2 1-7/32 1-7/32 2-5/8 2-5/8 5-7/32 5-7/32 2-3/8 .80 4220-020 2 1-1/2 1-1/2 3 3 6 6 3 . 1.43 4220-025 2-1/2 1-11/16 1-11/16 3-7/16 3-7/16 6-7/8 6-7/8 3-17/32 2.16 4220-030 3 2-3/32 2-3/32 3-31/32 3-31/32 7-15/16 7-15/16 4-7/16 1 3.37 SPEARS MANUFACTURING COMPANY [ FlameGuard® CPVC FIRE SPRINKLER PIPING PRODUCTS ] 450 STREET ELBOW Spigot x Socket I I PIPE OR Part Number Size H HI i JI Ml Approx. Wt. (Lbs.) 4227-010 1 1-1/2 1-5/16 1/2 114 1-5/8 .10 4227-012 1-1/4 1-25/32 1-9/16 9/16 11/32 1-31/32 .15 4227-015 1-1/2 2-1/32 2-1/8 19/32 25/32 2-11/32 .29 4227-020 2 2-5/16 1-15/16 25/32 13/32 2-7/8 .44 REDUCING CROSS Socket x Socket x Socket x Socket Ml Hl Ll L01! Gi Ll G ;7 Part Number Size G GI H HI L LI M Ml Approx. Wt. (Lbs.) 4220-131 1x314 23/32 5/8 1-5/8 1-5/8 3-1/4 3-1/4 1-7/8 1-112 .31 4220-167 1-1/4314 1-1/16 23/32 2-1/16 1-31/32 4-3/32 3-31/32 2-1116 1-13/32 .35 4220-210 1-1/2x314 11/16 1-5/32 2-3/32 2-3/16 4-3/16 4-11/32 2-3/8 1-13/32 .42 4220-248 L 2x3/4 11/16 1-7/16 2-7/32 2-7/16 4-13/32 4-7/8 2-29/32 1-13/32 .56 4220-289 2-1/2x1 29/32 1-3/4 2-11/16 2-7/8 5-11/32 5-3/4 3-1/2 1-3/4 .98 COUPLING Socket x Socket 1N-1L-1 Part Number Size L M N Approx. Wt. (Lbs.) 4229-007 3/4 2-1/8 1-5/16 3/16 .05 4229-010 1 2-3/16 1-5/8 3/32 .08 4229-012 1-1/4 2-19/32 2 3/32 .13 4229-015 1-1/2 2-7/8 2-11/32 3/32 .22 4229-020 2 3-1/8 2-7/8 1/8 .33 4229-025 2-1/2 3-11/16 3-15/32 3/16 .48 4229-030 13 1 4 4-3/16 1/4 .89 MADE IN THE U.S.A. 12 ci [_FlameGuard® CPVC FIRE SPRINKLER PIPING PRODUCTS ] REDUCER COUPLING Socket x Socket LU Part Number Size L M Ml N Approx.Wt.(Lbs.) 4229-131 1x3/4 2-3/8 1-23/32 1-13/32 7/32 .10 4229-167 1-1/43/4 2-19/32 2-3/32 1-5/8 11/32 .17 4229-168 1-1/4x1 2-11/16 2-3/32 1-23/32 5/16 .18 4229-210 1-1/2x3/4 2-13/16 2-11/32 1-13/32 15/32 .19 4229-211 1-1/2x1 2-7/8 2-11/32 1-15/16 3/8 .24 4229-212 1-112x1-1/4 2-13/16 2-13/32 2-1/8 5/32 .23 4229-248 24/4 3-3/16 2-7/8 1-7/16 23/32 .32 4229-249 2x1 3-1/8 2-7/8 1-23/32 1/2 .31 4229-250 2x1-1/4 3-3/16 2-7/8 2-118 17/32 .33 4229-251 2x1-1/2 3-3/16 2-27/32 2-11/32 9/32 .31 4229-291 2-1/2x1-1/2 3-23/32 3-15/32 2-11/32 21/32 .51 4229-292 2-1/2x2 3-21/32 3-1/2 2-7/8 13/32 .52 4229-337 3x1-1/2 3-1/2 4-3/16 2-3/8 7/32 .71 4229-339 3x2-1/2 3-27/32 4-3/16 3-1/2 3/16 .80 GripLocTM COUPLING - LEAD FREE w/EPDM 0-Ring Seals ______ L I 175 psi Maximum Internal Pressure @150°F Li WARNING: DO NOT INSERT FINGERS. Part Number Size L Ml N Approx. Wt. (Lbs.) GL4229-007 3/4 4 1-15/16 1-29/32 .25 GL4229-010 1 4-5/32 2 2-1/4 .34 13 SPEARS@ MANUFACTURING COMPANY FlameGuard® CPVC FIRE SPRINKLER PIPING PRODUCTS ] GROOVED COUPLING ADAPTER Groove x Socket -i--- 7 T 11 :J_______ ________ Part Number Size L Ml N Approx. Wt. (Lbs.) 4233-012 1-1/4 3-5/8 2-3/32 2-11/32 .72 4233-015 1-1/2 3-3/4 2-11/32 2-11/32 .83 4233-020 2 3-27/32 12-27/32 2-11/32 1.27 4233-025 2-1/2 4-3/16 3-15/32 2-7/16 2.02 4233-030 3 4-5/16 4-1/8 2-7/16 2.76 Not intended to convey or dispense water for human consumption through drinking or cooking FEMALE ADAPTER Brass Thread Insert Style Socket x Fipt M L~ IL M1 Part Number Size L M Ml N Approx. Wt. (Lbs.) 4235-007 3/4 2 1-13/32 1-3/8 5/16 .23 4235-010 1 2-3/16 1-3/4 1-11/16 11/32 .25 4235-012 1-1/4 2-3/8 2-3/32 2-1/16 3/8 .36 4235-015 1-1/2 2-17/32 2-3/8 2-7/16 3/8 .47 F 4235-020 2 2-25/32 2-27/32 3-3/16 7/16 1.05 Not intended to convey or dispense water for human consumption through drinking or cooking FEMALE ADAPTER Special Reinforced Plastic Thread Style - Socket x SR Fipt -- _ _J N L Part Number Size L M Ml N Approx. Wt. (Lbs.) 4235-007SR 3/4 1-7/8 1-13/32 1-3/8 3/32 .08 4235-010SR 1 2-5/32 1-23/32 1-7/8 3/32 .22 4235-012SR 1-1/4 2-5/16 2-1/8 2-1/16 3/16 .20 MADE IN THE U.S.A. 14 [ FlameGuard® CPVC FIRE SPRINKLER PIPING PRODUCTS ] FEMALE SPRINKLER HEAD ADAPTER Special Reinforced Plastic Thread Style Socket x SR Fipt Ml M .-.-.-..- J L-J Part Number Size L M Ml N Approx. Wt. (Lbs.) 4235-101SR 3/41/2 1-29/32 1-13/32 1-3/16 1/8 .08 4235-130SR 1x1/2 1-31132 1-23/32 1-3/8 3/32 .16 4235-131 SR 1x314 1 2-3/32 1 1-3/4 11-3/8 1/4 .13 FEMALE SPRINKLER HEAD ADAPTER Special Reinforced Plastic Thread Style with Socket Wrench Flats Socket x SR Fipt l M --------] I], M = Flat-to-Flat Dimension -:---I Part Number Size L M Ml N Approx. Wt. (Lbs.) W4235-101SR 3/41/2 2-9/32 1-13/32 1-3/16 17/32 .09 W4235-I30SR 1x1/2 2-9/32 1-3/4 1-3/16 13/32 .12 15 SPEARS@ MANUFACTURING COMPANY [ FlameGuard® CPVC FIRE SPRINKLER PIPING PRODUCTS ] E71 SPIGOT FEMALE ADAPTER Brass Thread Insert Style Spigot x Fipt PIPE - - - - - Ml LJ Part Number Size L Ml N Approx. Wt. (Lbs.) 4278-007 3/4 2-5/32 1-3/8 17/32 .15 4278-010 1 2-9/32 1-11/16 7/16 .22 Not intended to convey or dispense water for human consumption through drinking or cooking SPIGOT FEMALE ADAPTER Special Reinforced Plastic Thread Style i— Spigot x SR Fipt PIPE - - - - - mi °L_ LN L Part Number Size L Ml N Approx. Wt. (Lbs.) 4278-007SR 3/4 1-15/16 1-3/8 11/32 .08 4278-010SR 1 2-1/4 1-23/32 13/32 .13 TorqueSafeTM FEMALE SPRINKLER HEAD ADAPTER Gasket Sealed Brass Thread Insert Style Socket x Gasket Fipt With Elastomer Seal - Use NO Thread Sealant IM L — - — - — ____ M j 1 Part Number Size L M Ml N Approx. Wt. (Lbs.) 4235-101 G 3/41/2 1-7/8 1-13/32 1-3/8 9/16 .15 4235-130GS 1x112 2-1/32 1-11/16 1-3/8 17/32 .17 4235-131 G 1x3/4 2 1-11/16 1-9/16 9/16 .18 Not intended to convey or dispense water for human consumption through drinking or cooking - MADE IN THE U.S.A. 16 =F1ameGuard8 CPVC FIRE SPRINKLER PIPING PRODUCTS j FEMALE SPRINKLER HEAD ADAPTER Brass Thread Insert Style Socket x Fipt M M1 IN Part Number Size L M Ml N Approx. Wt. (Lbs.) 4235-101 3/41/2 1-7/8 1-13/32 1-17/32 15/32 .19 4235-130 lxl/2 2-11/32 1-11/16 1-3/16 5/8 .16 4235-131 1x3/4 2-5/16 1-11/16 1-3/8 17/32 .18 Not intended to convey or dispense water for human consumption through drinking or cooking SotlorqueTM SR FEMALE SPRINKLER HEAD ADAPTER Gasket Sealed Special Reinforced Plastic Thread Style Socket x SR Fipt With Elastomer Seal - Use NO Thread Sealant L Part Number Size L M Ml N Approx. Wt. (Lbs.) 4235-101GSR 3/41/2 2-5/16 1-5/16 1-3/8 31/32 .11 4235-130GSR 1x1/2 2-13/32 1-19/32 1-3/8 31/32 .13 4235-131GSR 1x3/4 2-13/32 1-5/8 1-23/32 1 .16 Quicklorque1M SR FEMALE SPRINKLER HEAD ADAPTER Gasket Sealed Special Reinforced Plastic Thread Style Socket x SR Metal Fipt With Elastomer Seal - Use NO Thread Sealant L M M1 -imljil~ -- Part Number Size L M Ml N Approx. Wt. (Lbs.) 4235-101GMR 3/4112 1-15/16 1-5/16 1-9/16 13/16 .17 4235-13OGMR 1x1/2 2-3/16 1-19/32 1-9/16 15/16 .19 17 SPEARS® MANUFACTURING COMPANY =F1cameGuard0 CPVC FIRE SPRINKLER PIPING PRODUCTS ] FEMALE SPRINKLER HEAD ADAPTER t ---_ Ml Brass Thread Insert Style If_ -------- with Long Body Socket x Fipt L Part Number I Size I L I M I Ml I N I Approx. Wt. (Lbs.) L4235-130 1x1/2 2-3/16 1-23/32 1 1-7/32 1/2 .19 Not intended to convey or dispense water for human consumption through drinking or cooking FEMALE SPRINKLER HEAD ADAPTER Brass Thread Insert Style T t with Positioning Ring M M1 Socket x Fipt L. Part Number I Size I L I M Ml I N I Approx. Wt. (Lbs.) R4235-101 3/41/2 2-1/32 1-7/16 1-3/16 15/32 .15 Not intended to convey or dispense water for human consumption through drinking or cooking FEMALE SPRINKLER HEAD ADAPTER Special Reinforced Plastic Thread Style with Positioning Ring Socket x SR Fipt Part Number I Size I L I NI I Ml I N I Approx. Wt. (Lbs.) R4235-101'SR 1 3/41/2 1 1-15/16 1 1-7/16 1-7/32 - 7/32 1 .09 TorqueSafeTM FEMALE SPIGOT SPRINKLER HEAD ADAPTER Gasket Sealed Brass Thread Insert Style Spigot x Gasket Fipt With Elastomer Seal - Use NO Thread Sealant PIPE Part Number Size L M N - Approx. Wt. (Lbs.) 4238-101 0 3/4x1/2 1-15/16 1-3/8 21/32 .14 4238-130 G 1x1/2 2-1/16 1-3/8 19/32 .15 Not intended to convey or dispense water for human consumption through drinking or cooking MADE IN THE U.S.A. 18 [_ FlameGuard® CPVC FIRE SPRINKLER PIPING PRODUCTS ] SPIGOT FEMALE SPRINKLER HEAD ADAPTER Brass Thread Insert Style Spigot x Fipt T PIPE M OR Part Number Size L Ml N Approx. Wt. (Lbs.) 4238-101 3/4112 1-15/16 1-17/32 17/32 .18 4238-130 1x1/2 2-1/4 1-3/16 11/32 .19 Not intended to convey or dispense water for human consumption through drinking or cooking TorqueSafeTM BUSHING - GASKET SEALED Brass Thread Insert Style Spigot x Gasket FIPT With Elastomer Seal - Use NO Thread Sealant - L Part Number Size L Approx. Wt. (Lbs.) 4238-130BRG 1x1/2 1-7132 .10 Not intended to convey or dispense water for human consumption through drinking or cooking BUSHING with BRASS THREAD INSERT Spigot x Fipt Part Number Size L Approx. Wt. (Lbs.) 4238-130BR 1x1/2 1 .13 Not intended to convey or dispense water for human consumption through drinking or cooking SPIGOT FEMALE SPRINKLER HEAD ADAPTER Special Reinforced Plastic Thread Style Spigot x SR Fipt O. mi D. Part Number Size L Ml N Approx. Wt. (Lbs.) 4238-101SR 3141/2 1-29/32 1-7/32 1/8 .07 4238-130SR 1x112 2-1/32 1-7/32 7/32 .09 19 SPEARS® MANUFACTURING COMPANY [_ FlameGuard® CPVC FIRE SPRINKLER PIPING PRODUCTS I MALE ADAPTER With CPVC Lined Thread Brass Insert Mipt x Socket L Nd Ml Part Number Size L Mi N Approx. Wt. (Lbs.) 4236-007 3/4 2-17/32 1-13/32 13/16 .26 4236-010 1 2-15/16 1-23/32 29/32 .43 4236-012 1-1/4 3-1/8 2-3/32 1 31/32 1 .66 4236-015 1-1/2 3-9/32 2-11/32 31/32 .80 4236-020 2 3-7/16 2-27/32 31/32 11.00 ADJUSTABLE SPRINKLER HEAD ADAPTER Special Reinforced Plastic Thread Style Socket x SR Fipt Part Number Size L N Q Body Width Approx. Wt. (Lbs.) Min Max Mm Max 42001SR 3/4112 6-9/32 8 4-7/16 6-114 1-7/16 2-3/16 .66 42011SR 1x1/2 1 6-13/32 8 4-1/2 6-1/8 1-7/16 2-1/8 .68 ADJUSTABLE SPRINKLER HEAD ADAPTER Special Reinforced Plastic Thread Style Spigot x SR Fipt PIPE FQ D. L N Part Number Size Q Body Width Approx. Wt. (Lbs.) Min Max Min Max 42004SR 3/4x1/2 5-1/32 6-5/16 3-3/16 4-15/32 1-5/16 2-1/8 .36 42014SR 1x1/2 6-7/16 8-1/8 1 4-7/16 6-1/4 1 1-7/16 1 2-3/16 1.67 MADE IN THE U.S.A. 20 [ FlameGuard® CPVC FIRE SPRINKLER PIPING PRODUCTS REDUCER BUSHING Flush Style [ Spigot x Socket PIPE L O.D. N Part Number Size L N Approx. Wt. (Lbs.) 4237-131 1x314 1-1/4 1/4 .04 4237-167 11-1/4414 1-7/16 7/16 .10 4237-168 1-1/4x1 1-13/32 9/32 .06 4237-210 1-1/2x3/4 1-5/8 5/8 .19 4237-211 1-112x1 1-17/32 13/32 .13 4237-212 1-1/20-1/4 1-9/16 5/16 .07 4237-248 2414 1-29/32 29/32 .28 4237-249 2x1 1-23/32 9/16 .23 4237-250 20-1/4 1-11/16 7/16 .21 4237-251 2x1-1/2 1-11/16 5/16 .15 4237-290 2-1/2x1-1/4 2-5/32 7/8 .41 4237-291 2-1/2x1-1/2 2-5/32 3/4 .39 4237-292 2-1/2x2 2-9/32 3/4 .28 4237-338 3x2 2-7/32 11/16 .63 4237-339 3x2-1/2 2-5/16 1/4 .42 TRANSITION BUSHING PS Spigot x CTS Socket Part Number Size L N Approx. Wt. (Lbs.) 4240-101 3/41/2 1-1/8 5/8 .03 4240-130 lxl/2 1-1/4 23/32 .05 CAP Socket Part Number Size M W Approx. Wt. (Lbs.) 4247-007 3/4 1-5/16 1-5/16 .04 4247-010 1 1-5/8 1-9/16 .06 4247-012 1-1/4 2-3/32 1-27/32 .13 4247-015 1-1/2 2-11/32 2 .17 4247-020 2 2-27/32 2-9/32 .39 4247-025 2-1/2 3-17/32 2-5/8 .50 4247-030 3 4-3/8 3 .92 21 SPEARS® MANUFACTURING COMPANY FlameGuard® CPVC FIRE SPRINKLER PIPING PRODUCTS ] TEST PLUG - 0-ring Sealed Mipt - For Pressure Testing Only, Not For use with Z4235 Series Adapters Ml ------ M 2-14NPT J Part Number Size L M Ml Approx. Wt. (Lbs.) FTP-005 1/2 1-27/32 1-15/16 1-7/32 .03 TEST PLUG for TorqueSafeTM Gasket Sealed Head Adapters Mipt - For Pressure Testing Only. Use ONLY with Gasket Sealed Head Adapters M1 M 1/2-14 N PT R- I Part Number Size L M Ml Approx. Wt. (Lbs.) FTP-005GS 1/2 1-25/32 2-1/32 1-1/4 .05 TEST PLUG (PVC White) Not UL Listed; For Pressure Testing Only, Mipt Part Number Size L Approx. Wt. (Lbs.) 4250-005 1/2 27/32 .02 MADE IN THE U.S.A. 22 ARS FlameGuard® CPVC FIRE SPRINKLER PIPING PRODUCTS FLANGE - ONE PIECE 4 Bolt Holes, 175 psi Socket tftL N 1.4- BOLTCIRCLEDIA. MAX O.D. No. of Bolt Mm. Part Number Size L M N R Bolt Circle Bolt Bolt Max. Approx. Wt Holes Dia. Size Length O.D. (Lbs.) 4251-007 3/4 1-5/32 1-1/2 1/8 17/32 4 2-3/4 1/2 2 3-29/32 .31 4251-010 1 1-5/16 1-13/16 1/8 11/16 4 3-1/8 1/2 2-1/4 4-9/32 .35 4251-012 1-1/4 1-13/32 2-7/32 5/32 11/16 4 3-1/2 1/2 2-1/4 4-5/8 .44 4251-015 1-1/2 1-19/32 2-1/2 3/16 23/32 4 3-27/32 1/2 2-1/2 5-1/16 .61 4251-020 2 1-27/32 3 5/16 27/32 4 4-3/4 5/8 3 5-31/32 .95 4251-025 2-1/2 2-7/32 3-1/2 1 7/16 1 1-1/32 4 5-1/2 5/8 3-1/4 7 1.50 BLIND FLANGE 4 Bolt Holes, 175 psi fidit 'tbI I BOLT CIRCLE DIA. MAX O.D. Part Number Size R Bolt Circle Dia. No. of Bolt Holes Bolt Size Mm. Bolt Length Max. O.D. Approx. Wt. (Lbs.) 4253-007 3/4 17/32 2-3/4 4 1/2 2 3-27/32 .30 4253-010 1 23/32 3-1/8 4 1/2 2-1/4 4-1/4 .35 4253-012 1-1/4 21/32 3-1/2 4 1/2 2-1/4 4-5/8 .40 4253-015 1-1/2 23/32 3-27/32 4 1/2 2-1/2 5-1/16 .52 4253-020 2 27/32 4-3/4 4 5/8 3 5-31/32 .86 4253-025 1 2-1/2 1-1/32 1 5-1/2 4 5/8 3-1/4 6-15/16 1.70 4253-030 1 3 1-5/16 1 6 4 5/8 3-1/4 7-5/8 1.72 FLANGE - TWO PIECE Van Stone Style, 4 Bolt Holes, 175 psi Socket M L-; _ER I N - BOLT CIRCLE DIA -I MAX O.D. - Bolt Circle I No. of Bolt Mm. Bolt I I Part Number I Size I L I I I I M I N I R I I Bolt Size Max. O.D. Approx. Wt. (Lbs.) I Dia. I Holes Length I I 4254-030 1 3 1 2-1/8 1 4-1/4 1 9/32 1 1-1/32 6 4 1 5/8 1 3-1/4 1 7-15/32 1 1.75 23 SPEARS® MANUFACTURING COMPANY 1 FlameGuard® CPVC FIRE SPRINKLER PIPING PRODUCTS FLANGE - TWO PIECE Van Stone Style, 4 Bolt Holes, 175 psi '4-PIPE QD711' Spigot N km i J I---- CI DIA--I R I i BoLT ' _ _ MAXO.D.RCLE Bolt No of Bolt . Mm . Bolt Approx. Wt. Part Number Size L N R Bolt Size Max. O.D. Circle Dia. Holes Length (Lbs.) 4256-007 3/4 1-15116 13/16 17/32 2-3/4 4 1/2 2 3-27/32 .30 4256-010 1 2-7/32 1-1/32 11/16 3-1/8 4 1 1/2 2-1/4 4-1/4 .41 4256-012 1-1/4 2-3/8 1 11/16 3-1/2 4 1/2 2-1/4 4-5/8 .50 4256-015 1-1/2 2-7/16 1-3/32 23/32 3-7/8 4 1/2 2-1/2 4-31/32 .65 4256-020 2 2-3/4 1-5/32 25/32 4-3/4 4 5/8 3 5-15/16 1.00 4256-025 2-1/2 3-1/16 1-9/32 1-1/32 5-1/2 4 5/8 3-1/4 6-15/16 1.62 4256-030 1 3 1 3-3/8 1-13/32 1-1/32 1 6 1 4 5/8 1 3-1/4 1 7-9/16 1 1.76 TRANSITION UNION Brass Thread Insert Style Socket x Fipt I 1 175 psi L L--, Part Number Size L M N Nut O.D. Approx. Wt. (Lbs.) 4259-010BR 1 2-13/16 1-718 1-1/32 2-7/8 .52 4259-012BR 1-1/4 3 2-3/16 1-1/8 3-9/32 .98 4259-015BR 1-1/2 3-3/4 2-1/2 1-9/16 3-17/32 .93 4259-020BR 2 3-5/8 1 2-7/8 1 1-1/4 1 4-5/16 1 1.64 Not intended to convey or dispense water for human consumption through drinking or cooking UNION Socket x Socket I 175 psi NUT OR Part Number Size L M N Nut O.D. Approx. Wt. (Lbs.) 4257-007 3/4 2-3/8 1-17/32 3/8 2-1/2 .38 4257-010 1 2-9/16 1-27/32 3/8 2-7/8 .41 4257-012 1-1/4 2-27/32 2-7/32 11/32 3-5/16 .52 4257-015 1-1/2 3-118 2-1/2 3/8 1 3-17/32 .63 4257-020 12 3-5/8 3-1/32 1 9/16 1 4-3/16 1 1.09 MADE IN THE U.S.A. 24 GripLocTM REPAIR COUPLING - LEAD FREE w/EPDM 0-Ring Seals 175 psi Maximum Pressure @ 150°F [_FlameGuard® CPVC FIRE SPRINKLER PIPING PRODUCTS I SotTorqueTM SR FEMALE SPIGOT SPRINKLER HEAD ADAPTER Gasket Sealed Special Reinforced Plastic Thread Style Spigot x SR Fipt With Elastomer Seal - Use NO Thread Sealant flj PIPE I UIIIIII I Ml Part Number Size L Ml N Approx. Wt. (Lbs.) 4278-101GSR 3141/2 2-1/4 1-3/8 1 .11 SHORT REPAIR COUPLING Spigot x Socket 0 175 psi L2 Li --- I S Part Number Size LI L2 L3 M S Approx. Wt. (Lbs.) SR118-07C0 3/4 4-13/16 5-17/32 3/4 1-3/4 2-3/16 .31 sH118-1oco 1 4-3/4 5-5/8 31/32 2-1/16 2-5132 .40 WARNING: DO NOT INSERT FINGERS. Part Number Size L LI L2 M S Approx. Wt. (Lbs.) SG118-1000 1 1-17/32 7-17/32 4-1/4 2-1/4 2-27/32 .73 25 SPEARS@ MANUFACTURING COMPANY Fla meGuard® CPVC FIRE SPRINKLER PIPING PRODUCTS j FlameGuard® CPVC Drain & Swing Check Valves for NFPA 13D Applications Only Application: FlameGuard® CPVC Orange Swing Check Valves and PVC/CPVC True Union Drain Valves are for use in configuring CPVC Fire Sprinkler System connection to water supply ((ser/drain assembly) in NFPA 13D installations only. These valves are not UL Listed and NOT for use in any other locations within the fire sprinkler system. TRUE UNION INDUSTRIAL DRAIN VALVES CPVC Gray Valve with CPVC Orange End Connector Socket x Socket Part Number Size A B C D E 1822-007cFG 3/4 2-1/4 2-3/4 4-3/4 2-7/8 3-3/8 1822-010cEG 1 2-1/2 2-7/8 5-1/8 3-1/8 3-7/16 1822-012CFG 1-1/4 1 3-1/16 3-1/4 5-3/4 3-5/8 3-7/8 1822-015CFG 1-1/2 3-1/2 3-1/2 6-1/4 4 4-3/16 1822-020CFG 2 4-1/4 4-314 7-3/4 4-1/2 5-1/8 Not UL Listed TRUE UNION DRAIN VALVES PVC Valve with CPVC End Connector Socket x Socket Part Number Size A B C D E 3622-007FG 314 2-1/4 2-3/4 4-3/4 2 3 3622-010FG 1 2-1/2 2-7/8 5-1/8 2-5/16 3-7/16 Not UL Listed MADE IN THE U.S.A. 26 =FlameGuard8 CPVC FIRE SPRINKLER PIPING PRODUCTS j COMPACT 2000 DRAIN VALVE Socket x Socket E c:rj Part Number Size A B C D E 6622-007C0 3/4 1-13/16 1-1/2 3-9/16 2 3 6622-01oco 1 2-1/16 1-3/4 4 2-5/16 3-7/16 Not UL Listed CPVC SWING CHECK VALVES Socket x Socket -i-- I Part Number Size A B C D Approx. Wt. (Lbs) S1520-1000 1 1-11/16 2-5/16 4-9/16 2-5/8 .33 S1520-12C0 1-1/4 2-1/16 2-15/16 5-1/2 3-3/8 .42 S1520-15C0 1-1/2 2-7/16 3 5-5/8 3-3/8 .89 Not UL Listed CPVC SPECIAL REINFORCED THREAD INLET SWING CHECK VALVES SR Fipt x Socket Part Number Size A B C D Approx. Wt. (Lbs) S1520-10FSRSCO 1 1 1-11/16 2-15/16 4-9/16 2-5/8 .33 S1520-12FSRSCO 1-1/4 2-1/16 3-5/8 5-1/2 3-3/8 .42 s1520-15FsRsco 1-1/2 2-7/16 3-11/16 5-5/8 3-3/8 .89 Not UL Listed 27 SPEARS® MANUFACTURING COMPANY L PRODUCT LIMITED LIFETIME WARRANTY ] Except as otherwise specified for certain products, mandated by law or herein provided, Spears® Manufacturing Company ("Company") warrants Standard Catalog Products ("Products") which have been directly manufactured by them to be free from defects in material and workmanship for as long as the original intended end user of the Products ("End User") retains ownership and possession of the Products and complies with this Warranty ("Warranty Period"). Each other person or entity acquiring or employing the Products, including buyers, contractors and installers (Buyer") and End Users ("Buyer/End User") agrees that this Warranty shall be effective only during the Warranty Period so long as the Products are used solely for the normal purposes for which they are intended and in conformance with industry established standards, engineering, installation, operating, and maintenance specifications, recommendations and instructions including explicit instructions by the Company; the Products are properly installed, operated and used, and have not been modified; and all the other terms of this Warranty are complied with. Any violation thereof shall void this Warranty and relieve Company from all obligations arising from this Warranty and the Products. Upon receipt or discovery of any Products that appear questionable or defective each Buyer/End User shall promptly inspect and return any such Prod- uct to the Company at 15853 Olden Street, Sylmar, California 91342, accompanied by a letter stating the nature of any problems. If the Prod- ucts are determined by Company to be defective in materials or workmanship directly provided by Company, Company, at its sole option, may ei- ther repair or replace the defective Products, or reimburse applicable Buyer/End User for the cost of such Products. The applicable Buyer/End User shall bear all applicable shipping costs. THIS SHALL BE BUYERS/END USERS' SOLE REMEDY. EACH BUYER/END USER AGREES THAT COMPANY WILL NOT BE RESPONSIBLE FOR ANY OTHER OBLIGATIONS RELATING TO THE PRODUCTS, INCLUDING ANY OTH- ER MATERIALS OR LABOR COSTS, LOSS OF USE OR ANY OTHER ITEM OR FOR ANY DELAYS IN COMPLYING WITH THIS WARRANTY BEYOND COMPANY'S REASONABLE CONTROL. COMPANY SHALL NOT BE LIABLE FOR, DOES NOT ASSUME, AND EXPRESSLY DISCLAIMS, ANY LIABILITY, RESPONSIBILITY AND DAMAGES: DUE TO ANY BUYER/END USER'S FAILURE TO COMPLY WITH THIS WARRANTY, INCLUDING IMPROPER INSTALLATION, USE OR OPERATION; USE WITH PRODUCTS FROM OTHER MANUFACTURERS THAT DO NOT MEET ASTM OR OTHER APPLICABLE PRODUCT STANDARDS; IMPROPER CONTROL OF SYSTEM HYDRAULICS, IMPROPER WINTERIZATION PROCEDURES, IMPROPER VOLTAGE SUPPLY, CON- TACT WITH INCOMPATIBLE MATERIALS OR CHEMICALS, EXCAVATION/DIGGING, EXCESSIVE WEIGHT, AND VANDALISM; DUE TO REASONABLE WEAR AND TEAR AND DUE TO ANY ACTS OF NATURE, INCLUDING LIGHTNING, EARTHQUAKES, GROUND MOVEMENT, FROST HEAVE, OR FLOODS. COMPANY EXTENDS ONLY THIS WARRANTYAND EXPLICITLY DISCLAIMS ALL OTHER WARRANTIES, WHETHER IMPLIED OR OTHERWISE EXPRESSED, WHETHER ORAL, STATUTORY OR OTHERWISE, INCLUDING ANY IMPLIED WARRANTIES OR AFFIRMATIONS FOR SUITABILITY, MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. NO AFFIRMATION BY COMPANY OR ANY OF ITS REPRESENTATIVES, BY WORDS, CONDUCTOR OTHERWISE, SHALL CONSTITUTE AWARRANTY. THIS WARRANTY MAY NOT BE TRANSFERRED, EXTENDED, ALTERED OR OTHERWISE MODIFIED IN ANY MANNER, EXCEPT BY WRITTEN AGREEMENT SIGNED BY COMPANY. BY ITS ACCEPTANCE OF THE PRODUCTS, EACH BUYER/END USER EXPRESSLY WAIVES ALL OTHER LIABILITY OR OBLIGATION OF ANY KIND OR CHARACTER OF COMPANY, INCLUDING LIABILITY PREDICATED UPON CONTRACT, TORT, STRICT LIABILITY OR OTHER LEGAL OR EQUITABLE GROUNDS, AND ALL, IF ANY, DAMAGES AND LOSSES AS A RESULT THEREOF, INCLUDING ALL, IF ANY, COMPENSATORY, GENERAL, SPECIAL, CONSEQUENTIAL, INCIDENTAL, OR PUNITIVE DAMAGES. WITH RESPECT TO SUCH WAIVERS, EACH BUYER/END USER EXPLICITLY WAIVES CALIFORNIA CIVIL CODE §1542 WHICH STATES "A GENERAL RELEASE DOES NOT EXTEND TO CLAIMS WHICH THE CREDITOR DOES NOT KNOW OR SUSPECT TO EXIST IN HIS FAVOR AT THE TIME OF EXECUTING THIS RELEASE, WHICH IF KNOWN BY HIM MUST HAVE MATERIALLY ADVERSELY AFFECTED HIS SETTLEMENT WITH DEBTOR" AND ALL OTHER SIMILAR STATU- TORY, COMMON AND CASE LAW RIGHTS, DEFENSES AND LIMITATIONS. Having previously independently inspected the Products, or a sample, as fully as desired, or having the opportunity to and having not done so, upon acceptance of delivery of the Products, and except as otherwise herein explicitly provided, each Buyer/End User by acceptance or use of the Products accepts them in their 'AS IS" and "WITH ALL FAULTS" condition without any other warranty, expressed, implied or otherwise, and accepts and assumes the entire risk and cost of all servicing, remediation and consequences thereof. This Warranty shall be governed by California law and any unenforceable provisions severed without affecting the remaining provisions. As used herein, "including" includes "without limitation." '4MMIIIJ I '.jIIJ It is the policy and objective of Spears® Manufacturing Company to produce a superior quality product suitable for its intended use, with regard to functionality, structural integrity and conformance to established industry standards and practices. It is the commitment of this Company to do so in a manner which provides consistency of product quality, optimum availability, and superior customer service, while maintaining efficiency of operations and profitability necessary to perpetuate product improvement and customer satisfaction. Furthermore, it is recognized that the attainment of these objectives is the responsibility of all Company operations and personnel according to their respective functions. The information contained in this publication is based on current information and product design at the time of publication and is subject to change without notification. Our ongoing commitment to product improvement may result in some variations. No representations, guarantees or warranties of any kind are made as to its accuracy, suitability for particular application or results to be obtained therefrom. For information not contained herein, please contact Spears® Technical Services Department (West Coast: (818) 364-1611 - East Coast: (678) 985-12631. Reproduction of this publication in whole or in part is prohibited without the authorized consent of Spears® Manufacturing Company, Sylmar, California. © Copyright 2014 Spears® Manufacturing Company. All Rights Reserved. Printed in the United States of America. 1 I I I I I - - SPEARS® MANUFACTURING COMPANY Corporate Office 15853 Olden Street - Sylmar, CA 91342 Fi fl EARS PO Box 9203 - Slmar, CA 91392 (818) 364-1611 hftpYwwwspearsmfg corn ©Copyright 15 Spears® Manufacturing Company. All Rights Reseed. PuintdTn the United States of Amca 11115. I 41I1III -,-- 1 Von Quality Systoms Cevtifite No. 293 Corpor.ito Facilitios, Sylmar, CA Assessed to ISO 9001 BLUE 75TM THREAD SEALANT BLU-2-0200 Formulated, Designed & Tested for Plastic Piping Products .:- —s--' BLUE tmr; E 1J75 THREAD 5EALAT S075.03J While many thread sealants and pipe joint compounds claim to be suitable for use with plastics, several have been found to produce stress cracking due to chemical incompatibility. Improper application of Teflon® tape sealants can result in over-stressed threaded connections and potential joint failures. Research has proven Spears® BLUE 75TM thread sealant to be the superior choice for reliable joint make-up of all Spears® thermoplastic piping products. Non-Hardening, Lubricating Anti-Seize Formulation Spears® BLUE 75TM is a special formulation which remains crushable to -50°F. Partial containers remain usable for years when properly stored. Wipes clean from hands or tools with a dry rag for up to 15 minutes after application. Anti-seize properties allow easy assembly and positive seal without over tightening. Safe, nontoxic, Lead & Silicon Free Spears® BLUE 75TM is NSF tested and Certified safe for use with potable water. Will not transfer taste or odor to the sealed system. Non-Corrosive, Non-Conductive. Promotes the advantages found with the use of thermoplastic piping components for a broad range of applications, easy maintenance and long system life. Convenient Packaging Availability Spears® BLUE 751M is available in 1/4 pint, 1/2 pint, 1 pint and 1 quart metal cans with brush top applicators. Specially Designed for Spears® Threaded Fittings & Valves Spears® BLUE 75TM is recommended for use with all Spears® thermoplastic piping system components, including PVC and CPVC products, CPVC fire sprinkler products, CPVC CTS (Copper-Tube-Size) products, and Spears® plastic-to-metal transition products. Suitable for Sealing Threads in Metal, ABS, PVC, CPVC & Nylon Piping Systems While specially designed for Spears® products, Spears® 75TM is suitable for use in metal and plastic systems properly designed for handling a wide variety of liquids and gases (not recommended for use in oxygen handling systems). Basic Specifications Color Light Blue Consistency Grit-Free, crushable paste Potable Water National Sanitation Approval Foundation (NSF) U.S. Federal Meets and exceeds Specifications TT-5-1732 Shelf Life Indefinite when properly stored in closed container PROGRESSIVE PRODUCTS FROM SPEARS® INNO VATION & TECHNOLOGY Visit our web site: www.spearsmfg.com General Instructions Store and apply between 20°F (-7°C) and 140°F (60°C): remains crushable to -50°F (45°C). Stir before using. Threads should be properly formed or cut with a good die and free of all oils, dirt, moisture, etc. Apply Spears® BLUE75TM freely to male threads with brush applicator. Brush well into threads to ensure a leak-free joint. Assemble joint in usual manner. Take care not to over tighten. System maybe placed into service immediately. Caution: Do not take internally. Do not burn - fumes may be harmful. Wash hands and exposed areas after handling. FIRST AID Eyes: Flush 15 minutes with clean water. Skin: Wash with soap and water. Ingestion: Only if conscious, give large amounts of water and induce vomiting. Obtain medical attention. User shall determine the suitability of the product for its intended use and all risk and liability in connection therein. Manufacturer is not responsible for consequential damages. SPEARS® MANUFACTURING COMPANY • CORPORATE OFFICE r.. 15853 Olden St., Sylmar, CA 91342 • P0 Box 9203, Sylmar, CA 91392 (818) 364-1611 • www.spearsmfg.com PACIFIC SOUTHWEST 15860 Olden St. Sylmar (Los Angeles), CA 91342 (818) 364-1611 . (800) 862-1499 Fax (818) 367-3014 NORTHWEST 4103 C St NE Suite 200 Auburn (Seattle), WA 98002 (253) 939-4433 . (800) 347-7327 Fax (253) 939-7557 ROCKY MOUNTAIN 4880 Florence St. Denver, CO 80238 (303)371-9430.(800) 777-4154 Fax (303) 375-9546 SOUTH CENTRAL 4250 Patriot Dr. Suite 300 Grapevine (Dallas), TX 76051-2317 (972) 6914003 . (800)441-1437 Fax (972) 691-4404 UTAH 1641 South, 700 West Suit Lake City, UT 84104 (801) 972-0659 Fax (801) 972-0688 NORTHEAST 590 lndustdal Dr. Suite 100 Lewisberry (Harrisburg), PA 17339-9532 (717)938-8844. (800) 233-0275 Fax (717) 938-6547 SOUTHEAST 4205 Newpoint P1. Suite 100 Lawrenceville (Atlanta), GA 30043 (678)985-1263. (800) 662-6326 Fax (678)985-5642 FLORIDA 3445 Bartlett Blvd. Orlando, FL 32811 (407)843-1960. (800) 327-6390 Fax (407)425-3563 MIDWEST 1 Gateway Ct Suite A Bolingbrook (Chicago), IL 60440 (630)759-7529. (800) 662-6330 Fax (630) 759-7515 INTERNATIONAL SALES 15853 Olden St. Sylmar (Los Angeles), CA 91342 (818) 364-1611 . Fax (818) 898-3774 E-mail: export@spearsmfg.com © Copyright 2004 Spearse Manufacturing Company. All Rights Reserved. Printed in the United States of America 10/04. BW-2-0200 FM Approved and Fully Listed Sprinkler Pipe Wheatland Tube's Schedule 10 and Schedule 40 steel fire sprinkler pipe is FM Approved and UL® and C-UL Listed. Wheatland Tube is the only manufacturer with FM Approval on 10 NPS Schedule 10 steel fire sprinkler pipe. Approvals and Specifications Schedule 10 and Schedule 40 meet or exceed the following standards: ASTM A135, Type E, Grade A (Schedule 10, 1-10 NPS) ASTM A795, Type E, Grade A (Schedule 40,11-2 NPS) ASTM A53, Type E, Grade B (Schedule 40, 2-8 NPS) ASTM A53, Type F, Grade A (Schedule 40,1-4 NPS) NFPA® 13 and NFPA 14 Manufacturing Protocols Schedule 10 and Schedule 40 are subjected to the toughest possible testing protocols to ensure the highest quality and long-lasting performance. Finishes and Coatings Schedule 10 and Schedule 40 can be ordered in black or hot-dip galvanized to meet FM/UL requirements for dry systems that meet the zinc coating specifications of ASTM A53 or A795. Schedule 10 and Schedule 40 receive a proprietary mill coating to ensure a clean, corrosion-resistant surface that outperforms and outlasts standard lacquer coatings. This coating allows the pipe to be easily painted without special preparation. Every black steel Schedule 10 and Schedule 40 pipe also receives our MIC SHIELD TM antimicrobial coating to limit corrosion from microbes on the interior of the pipe. Product Marking Each length of Wheatland fire sprinkler pipe is continuously stenciled to show the manufacturer, type of pipe, grade, size and length. Bar coding is acceptable as a supplementary identification method. PROJECT: CONTRACTOR: DATE: ENGINEER: SPECIFICATION REFERENCE: SYSTEM TYPE: LOCATIONS: COMMENTS: El BLACK El HOT-DIP GALVANIZED 1 Council Avenue, P.O. Box 608 info@wheatIand.com Wheatland, PA 16161 wheat!and.com P 800.257.8182 Follow us on Twitter: F.724.346.7260..... i6WheatlandTube_ t Wheatland Tube1 A 0/VISION OFZEKELMAN INDUSTRIES I SCHEDULE 10 WEIGHTS AND DIMENSIONS WT./FT. WT./LIFT WT./LIFT WT./LIFT NPS NOMINAL OD NOMINAL ID NOMINAL WALL WT./FT. H.0 FILLEDPCS./LIFT 21 24 25 UL rnTiL_mm II It mm] lbs. f lbsT][ 11 lJ lbs. if lbs. II CRR 1 1.315 33.4 1.097 27.9 0.109 2.77 1.405 1.814 70 2065 2360 2459 11.4 [ 1Y4j 1.660 42.2 1.442 36.6 0.109j 2.77 J 1.80711 2.514 61 2315 I[.1t 2756 j 7i] 1'/ 1.900 48.3 1.682 42.7 0.109 2.77 2.087 3.049 61 2673 3055 3183 5.8 2 2.375 93if 2.157 0.109 lJ2.77 j[ 2.640 4.222 II 1L 2051 2344 2442 II 21/2 2.875 73.0 2.635 66.9 0.120 3.05 3.354 5.895 30 2226 2544 2651 3.5- r 82.87 3.05 I!_3611 7.949 i] 1730 IL 1977]I 2060 2.6 4 4.500 114.3 4.260 108.2 0.120 3.05 5.619 11.789 19 2242 2562 2669 1.6 1 !L.11 141.3 [ 134.5 J[ 0.1341[ 3.40 IL 7.780 17.309 1[i] 2JF 24]I 2529 j 1.5 6 6.625 168.3 6.357 161.5 0.134 3.40 9.298 23.038 10 1953 2232 2325 1.0 [ 8 It 8.625 IL 219.1 8.249 IL209.5 0.188 [ 4.78]1 16.960 It 40.086 1I jJ 2493 1L2849 it 29681L_1.7 I 10 10.750 273.0 10.374 263.5 0.188 4.78 21.230 57.803 2 892 1019 1062 - SCHEDULE 40 WEIGHTS AND DIMENSIONS WT./FT. WT./LIFT WT./LIFT WT./LIFT NPS NOMINAL OD NOMINAL ID NOMINAL WALL WT./FT. H.0 FILLEDPCS./LlFT 21 24 25 UL 1.. 1t in. J[im JL__ IL mJt In. mm lbs. lbs. lbs. Jj_ lbs. lbs. CRR 1 1 1.315 33.4 1.049 26.6 0.133 3.38 1.68 2.055 70 2470 2822 2940 1.000 j 1% j[6o 42.2 JL1.380 ]f 35.1 l[_o.Jt 3.56 ][2.27 j 2.922 iL... 51 2431 JL 277k] 2894 if 1.000 1 1'/z 1.900 48.3 1.610 40.9 0.145 3.68 2.72 3.602 44 2513 2872 2992 1.000 [ 2 2.375 60.3 0 2.067][ 52.5 if 0.154[_3.91 3.66 5.109 24 ][ii1[ 2108 2196 1.000 2½ 2.875 73.0 2.469 62.7 0.203 5.16 5.80 7.871 20 2436 2784 2900 1.000 3.500 IL_. 3.068 J[77.9 0.216 j 5.49J[ 7.58 II 10.783][ 13 IL..969IE 2365 tL2461[ 1.000 3% 4.000 101.6 3.548 90.1 0.226 5.74 9.12 13.400 10 1915 2189 2280 1.000 [__4 j[4.500 ][ 114.3 4.026 IL_2.1I 0.237 F6.70-3 -7 10.80 1L16.311 10 IF 226J[ 2592 IL 2700] 1.000 5 5.563 141.3 5.047 158.2 0.258 6.55 14.63 23.262 7 2151 2458 2560 1.000 F 6 ]F 6.6251[ 168.3 65]I 154.1 II 0.28iL 7.11 18.99 Ii 31.498 5 1994 ![ 2279Il 2374 II 1.000 ] 8" 8.625 219.1 7.981 202.7 0.322 8.18 28.58 50.240 5 3001 3430 3573 1.000 Calculated using Standard UL CRR formula. UL Fire Protect/on Directory Category VIZ'( The CRR is a ratio value used to measure the ability of a pipe to withstand corrosion. Threaded Schedule 40 steel pipe is used as the benchmark (value of 1.0). '8 NPS Schedule 40 and 10 NPS Schedule 10 are FM Approved but not UL Listed. @ C(s) APPROVED WFS-O7292 1 Council Avenue, P.O. Box 608 info@jwheatland.com Wheatland, PA 16161 wheatland.com Wlieatland Tube P 800.257.8182 Follow us on Twitter: A Of OFZEKE&MAN INDUSTRIES F724.346.7260............ .8WheatIandTube____________________________ - . ... - - Y3BUILIL TVTOOSE' SCHEDULE 10 & 40 SPRINKLER PIPE SUBMITTAL DATA SHEET APPROVALS AND SPECIFICATIONS ASTMA13S, Grade A ASTM A795, Type E, Grade A Pressure rated to 300 psi Underwriters Laboratories- United States of America Underwriters Laboratories-Canada FINISHES AND COATINGS Schedule 10 & 40 Sprinkler Pipe receives an 00 mill coating of water-based paint which has corrosion protection expected with a painted carbon steel product, i.e. it would be expected to resist corrosion for an extended and indefinite period in a clean and dry environment and, as environmental conditions deteriorate, the corrosion protection would also diminish. Factory Mutual • Schedule 10 & 40 Sprinkler Pipe (black) receives an ID mill coating of Eddy NFPA-13 Guard II MIC preventative coating. EG2 has been tested at NFPA-1 3R independent laboratories to resist bacterial growth and maintain NFPA-14 minimal bacterial count after multiple flushes (25) of the pipe. CIVIL DEFENSE APPROVAL- United Arab Emirates Made in the United States of America UL, ULC & FM listed for roll-groove, plain-end and welded joints for wet, dry, preaction and deluge sprinkler systems. LEED v4 Certified Schedule 10 & 40 Sprinkler Pipe when Hot Dip Galvanized byASTM A123 and supplied by Bull Moose Tube is UL listed and FM approved. PRODUCT IDENTIFICATION Every length of Bull Moose fire sprinkler pipe features large, easy-to- read, continuous stenciling, clearly identifying the manufacturer, type of pipe, size, and length. 0.0. (In) 1315 1.660 1.900 2.375 2.875 3.500 4.500 6.625 8.625 I.D. (In) 1.097 1.442 1.582 2.157 2.635 3.260 4.260 6357 8.249 Empty Welght(Ib/ft) 1.410 1.810 2.090 2.640 3.530 4.340 5.620 9.290 16.940 Water Filled Weight (Ib/ft) 1.800 2.518 3.053 4.223 5.893 7.957 11.796 23.038 40.086 CAR.* 1527 9.91 7.76 627 4.92 3.54 2.50 1.158 1.805 Pieces per LIft 91 61 61 37 30 19 19 10 7 C.D. (In) 1315 1.660 1.900 2375 2.875 3.500 4.500 1.0. (In) 1.049 1.380 1.610 2.067 2.469 3.068 4.026 Empty Weight (lb/ft) 1.680 2.270 2.720 3.660 5.800 7.580 10.800 Water Filled Weight (lb/ft) 2.055 2.918 3.602 5.114 7.875 10.783 16.316 CAR.* 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Pieces per Lift 70 51 44 30 30 19 19 *calculated using standard UL CRR formula, UL Fire Protection Directory, category vizv **Not Eddy Guard II treated/Not produced by BMT SUBMITTAL INFORMATION Project I Contractor [ 1 Engineer[ Specification Reference DateL ] System TYPe[_______________________________ Locations[ , 1 Comments Schedule 10- Black (J Schedule 10- Hot Dip Galvanized 0 Schedule 40- Black 0Schedule 40- Hot Dip Galvanized .IU UJ j 9=@bCORDWIRA Mo60L saIes©BThlMooseIfescom luctile Iron "threaded Fittinc DUCTILE IRON THREADED FITTINGS FIG, 3201 9O Elbow DL usZE TED APPROVED tpproval Details and Umitations, ebsite at www.anvilinu.com or AnviP Sales Representative. FIGURE 3-'1 - 900 ELBOW Nominal Size Maximum Working PressureA Dimension A Approx. WI. Each In. (rum) PSI (kPa) In. (mm) Lbs. (kg) 500 1.50 0.62 20 3450 38.10 0.28 1¼ 500 1.75 0.90 32 3450 44.45 0.41 11/2 500 1.94 1.20 40 3450 49.216 0.54 2 500 2.25 1.85 50 3450 57.15 0.84 A - Working Pressure Ratings are for reference only and based on Sch. 40 pipe. For the latest UL/(JLC, and FM pressure ratings versus pipe schedule, please visit anvilintl.com or contact your local Anvil Representative. Dimensions: ASME B]6.3 Material: ASTM A536 Grade 65-45-12 Finish: Black Threads: NPT per ASME B 1 .20.] Agency Approvals: All ductile iron threaded fittings are UL/ULC Listed and FM Approved. NOTICE: Ductile iron fittings have higher tensile strength than that of steel pipe. Therefore, over tightening can cause damage to pipe threads which may cause leakage. Ductile iron fittings should be tightened approximately three turns beyond hand tight, but no more than four turns. PROJECT INFORMATION APPROVAL STAMP Project: 0 Approved Address: JApproved as noted Contractor: iJ Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: SPF/Dl-1 .15 TED APPROVED Approval Details and Limitations, ,ebsite at www.anvilinu.com or Anvil* Sales Representative. DUCTILE IRON THREADED FITTINGS FIG, 3201R Reducing 90° Elbow - B ----------- A 112 2 FIGURE 3201R REDUCIPJGLIu I :fsYY Nominal Size Max. Working PressureA Dimensions Approx. WI. Each 1 x 2 A B In. (mm) PSI (kPc) In. (mm) In. (mm) tbs. (kg) 1 xYz 500 1.26 1.36 0.44 25x15 3450 32.00 34.54 0.20 1 x1/4 500 1.31 1.45 0.52 25x20 3450 34.79 36.83 0.24 11/i X 1/2 500 1.34 1.53 0.64 32x15 34550 34.03 38.86 0.29 1¼x'/4 500 1.45 1.62 0.12 32x20 3450 36.83 41.14 0.33 1½ x 1 500 1.58 1.67 0.75 32x25 3450 40.13 42.41 0.34 11/1 x 1 500 1.65 1.80 0.92 40x25 . 3450 41.91 45.72 0.42 1½ x lA soo 1.82 1.88 1.08 4002 3450 46.22 47.75 0.49 2x/2 500 1.49 1.88 1.08 50x15 3450 37.84 47.75 0.49 2 x 3/4 500 1.60 1.91 1.24 50x20 3450 40.64 50.03 0.56 2 x 500 1.73 2.02 1.40 50x25 3450 43.94 51.30 0.64 2x1½ 500 1.90 2.10 1.52 50x32 3450 48.26 53.34 0.70 2 x 11/2 500 2.02 2.16 1.65 50x40 3450 51.30 54.86 1 0.75 A - Working Pressure Ratings are for reference only and based on Sch. 40 pipe. For the latest UI/ULC, and FM pressure ratings versus pipe schedule, please visit anvilintl.com or contact your local Anvil Representative. Dimensions: ASME B16.3 Material: ASTM A536 Grade 65-45-12 Finish: Black Threads: NPT per ASME B1.20.1 Agency Approvals: All ductile iron threaded fittings are UL/ULC Listed and FM Approved. NOTICE: Ductile iron fittings have higher tensile strength than that of steel pipe. Therefore, over tightening can cause damage to pipe threads which may cause leakage. Ductile iron fittings should be tightened approximately three turns beyond hand tight, but no more than four turns. PROJECT INFORMATI ON APPROVAL STAMP Project: flApproved Address: U Approved as noted Contractor: U Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: SPFIDl-1.15 DUCTILE IRON THREADED FITTINGS FIG. 3202 45*Elbow c®us USTED APPROVED dings/Approval Details and Limitations, our websito at v.anviIinttcow or tact an Anvil* Sales Representative. FIGURE 3N'2 - 450 ELBOW Nominal Size Maximum Working PressureA Dimension A Approx. WI. Each In. (mm) PSI (kPo) In. (mm) Lbs. (kg) 1 500 1.12 0.46 25 3450 28.44 0.21 1¼ 500 1.29 0.73 32 3450 32.76 0.33 P/2 500 1.43 0.92 40 3450 36.32 0.42 2 500 1.68 1.50 50 1 3450 42.67 0.68 A -Working Pressure Ratings are For reference only and based on Sch. 40 pipe. For the latest IJL/ULC, and FM pressure ratings versus pipe schedule, please visit anvilintl.com or contact your local Anvil Representative. Dimensions: ASME B16.3 Material: ASIM A536 Grade 65-45-12 Finish: Black Threads: NPT per ASME 81 .20.1 Agency Approvals: All ductile iron threaded fittings are UL/ULC Listed and FM Approved. NOTICE: Ductile iron fittings have higher tensile strength than that of steel pipe. Therefore, over tightening can cause damage to pipe threads which may cause leakage. Ductile iron fittings should be tightened approximately three turns beyond hand tight, but no more than four turns. II!IIl INFORMATION APPROVAL1V1iI Project: 0 Approved Address: IJ Approved as noted Contractor: J Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: SPF/Dl-1 .15 OCsP7F/F;Nv-L DUCTILE IRON THREADED FITTINGS (~).AWIL FIG. 3205 Straight Tee AL L1F [—A -4-- A - FIGURE 3205- STRAIGHT TEE Nominal Size Maximum Dimension A Approx. Wt. Each Working PressureA In. (mm) PSI (kPu) In. (mm) lbs. (kg) 1 500 1.50 0.85 25 3450 38.10 0.39 11/4 500 1.75 1.22 32 3450 44.45 0.55 11/2 500 1.94 1.55 40 3450 49.27 0.70 2 500 2.25 2.45 50 1 3450 1 57.15 1 I.!! A - Working Pressure Ratings are for reference only and based on Scn. 40 pipe. For the latest (JL/ULC, and FM pressure ratings versus pipe schedule, please visit anvilintl.com or contact your local Anvil Representative. USTED APPROVED ingslApproval Details and Limitations. our website at www.anvilinfl.com or act an Anvils Sales Representative. Dimensions: ASME B16.3 Material: ASTM A536 Grade 65-45-12 Finish: Black Threads: NPT per ASME B1.20.1 Agency Approvals: All ductile iron threaded fittings are UL/ULC Listed and FM Approved. NOTICE: Ductile iron fittings have higher tensile strength than that of steel pipe. Therefore, over tightening can cause damage to pipe threads which may cause leakage. Ductile iron fittings should be tightened approximately three turns beyond hand tight, but no more than four turns. PROJECT iiiiINFORMATI ON Project: []Approved Address:[]Approved as noted Contractor: EJ Not approved Engineer: - Remarks: Submittal Date: Notes 1: Notes 2: SPF/Dl-1.15 L A Li FIG, 3205R Reducing Tee USTED APPROVED tingsIApproval Details and Limitations, our website at www.anvilintt.com or act an Anvil0 Sales Representative. 1 x 2 x 3 NVIL DUCTILE IRON THREADED FITTINGS FIGURE 32'.l : REDUCING TEE Nominal Size Max. Dimensions Working Approx. 1 x 2 x 3 PressureA A B ( t. Each In. (mm) PSI (kPa) In. (mm) In. (mm) In. (mm) tbs. (kg) 1 x 1/2 x 1 500 1.50 1.36 1.50 0.64 25x15x25 3450 38.10 34.54 38.10 0.29 1 x V4 x 1 500 1.50 1.45 1.50 0.73 25x20x25 3450 38.10 36.83 38.10 0.33 1 X X /2 Soo 1.26 1.26 1.36 0.71 25x25x 15 3450 32.00 32.00 34.54 0.32 1 X x 3/4 500 1.37 1.37 1.45 0.76 25x25x20 3450 34.80 34.80 36.83 0.34 1 xi x 11/4 500 1.67 1.67 1.58 0.98 2525x32 3450 42.41 42.41 40.13 0.44 lxix 11/2* 500 1.80 1.80 1.65 1.16 25x25x40 3450 45.12 45.72 41.91 0.53 F/i x 1 x ½* 500 1.34 1.26 1.53 0.82 32x25s 15 3450 34.04 32.00 38.86 0.37 FAx 1 xt/4 500 1.45 1.37 1.62 0.90 32x25x20 3450 36.83 34.80 41.15 0.41 1½ x 1 x 1 500 1.58 1.50 1.67 1.00 32x25x25 3450 40.13 38.10 42.42 0.45 11/4 x 1 x 1½ 500 1.75 1.67 1.75 1.08 32x25x32 3450 44.45 42.42 44.45 0.49 1½ x 1 x 1/2 500 1.88 1.80 1.82 1.42 32x25x40 3450 47.15 4572 46.22 0.64 1½ x 11/4 x Vt 500 1.34 1.34 1.53 0.86 32x32x15 3450 34.04 34.04 38.86 0.39 Dimensions: ASME B16.3 Material: ASIM A536 Grade 65-45-12 Finish: Black Threads: NPT per ASME B1.20.1 Agency Approvals: All ductile iron threaded Fittings are UL/ULC Listed and FM Approved. NOTICE: Ductile iron fittings have higher tensile strength than that of steel pipe. Therefore, over tightening can cause damage to pipe threads which may cause leakage. Ductile iron fittings should be tightened approximately three turns beyond hand tight, but no more than four turns. FIGURE 32u.1 REDUCI NG TEE Nominal Size Max. Working PressureA Dimensions Approx. I. Each 1 x 2 x 3 A B C In. (mm) PS! (kPa) In. (mm) In. (mm) In. (mm) tbs. (kg) 1½ x 1½ x 1/4 32x32x20 500 3450 1.45 36.83 1.45 36.83 1.62 41.15 0.92 0.42 ]t4 x 1½ x 1 32x32x25 500 3450 1.58 40.13 1.58 40.13 1.67 42.42 0.95 0.43 11/4 x 1½ x 1½* 32x32x40 500 3450 1.88 47.15 1.88 47.15 1.82 46.22 1.45 0.66 A Working Pressure Ratings are for reference only and based on Sch. 40 pipe. For the latest UL/ULC, and FM pressure ratings versus pipe schedule, please visit anvilintl.com or contact your local Anvil Representative. * Part supplied as "Bull Head Teen. PROJECT INFORMATION APPROVAL STAMP Project: 0 Approved Address: IJApproved as noted Contractor: iJ Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: SPF/Dl-1 .15 <E~~ DUCTILE IRON THREADED FITTINGS (~)IAWIL FIG. 3205R Reducing Tee Al LE±5 1x2x3 FIGURE 32u.1 :UREDUCIPJG TEE Nominal Size Max. Dimensions I Approx. Working Wt. Each 1 x 2 x 3 PressureA A B C In. (mm) PSI (kPo) In. (mm) In. (mm) In. (mm) lbs. (kg) 1V4X 1V4 X2* 500 2.10 2.10 1.90 1.75 32x32x50 3450 53.34 53.34 48.26 0.79 1½x 1 x½ 500 1.41 1.34 1.66 0.95 40x25x15 3450 35.81 34.04 42.76 0.43 1V2X 1 xY4 500 1.52 1.37 1.75 1.14 40x25x20 3450 38.61 34.80 44.45 0.52 F/2X1X1 500 1.65 1.50 1.80 1.17 40x25x25 1 3450 47.91 38.10 45.72 0.53 11/2 x 1 x 11/4 500 1.82 1.67 1.88 1.34 40x25x32 3450 46.23 42.42 47.75 1 0.61 1½ x 1 x 1½ 500 1.94 1.80 1.94 1.45 40x25x40 3450 49.28 45.72 49.28 0.66 1/s x1¼ x 1/2 500 1.41 1.34 1.66 1.05 40x32x 15 3450 35.81 34.04 42.16 0.48 1½x1¼x1/4 500 1.52 1.45 1.75 1.15 4002x20 3450 38.61 36.83 44.45 0.5 1½ x 11/4 x 1 500 1.65 1.58 1.80 1.25 40x32x25 3450 41.91 40.13 45.72 0.57 1½ x 1/4 x 2* 500 2.16 2.10 2.02 1.90 40x32x50 3450 54.86 53.34 51.30 0.86 1½x1½x½ 500 1.41 1.41 1.16 1.15 40x40x15 3450 35.81 35.81 29.46 0.52 1½ x 1½ x 1/4 500 1.52 1.52 1.75 1.24 40x40x20 3450 38.61 38.61 44.45 0.56 1½ x 11/2 x 1 500 1.65 1.65 1.80 1.30 40.x40x25 3450 47.91 41.91 45.72 0.59 1½ x 1½ x 1½ 500 1.82 1.82 1.88 1.48 40x4002 3450 46.23 46.23 47.75 0.67 FIGURE 3201: REDUCIPJGtTEE Nominal Size Max. Working I Dimensions PP 0Xj 1 I x 2 x 3 PressureA A B C In. (mm) PSI (kPa) In. (mm) In. (mm) In. (mm) lbs. (kg) 1½x 1½x 2* 500 2.16 2.16 2.02 1.98 40x40x50 3450 54.86 54.86 51.30 0.90 2 x x 2 500 2.25 2.02 2.25 2.15 50x25x50 3450 57.15 51.31 57.15 0.98 2 x 1¼ x 2 500 2.25 2.10 2.25 2.30 50x32x50 3450 57.15 53.34 57.15 1.04 2 x 11/2 x 1/2 500 1.49 1.41 1.88 1.50 50x40x15 3450 37.85 35.81 41.75 0.68 2 x 11/2 x 1/4 500 1.60 1.52 1.97 1.62 50x40x20 3450 40.64 38.61 50.04 1 0.73 2 x 11/2 x 1 500 1.73 1.65 2.02 1.64 50x40x25 3450 43.94 41.91 51.31 0.14 2 x 11/2 x 11/4 500 1.90 1.82 2.10 1.80 50x40x32 3450 48.26 46.23 53.34 0.82 2x 1½x 11/2 500 2.02 1.94 2.16 2.00 50x40x40 3450 51.31 49.28 54.86 0.91 2 x 11/2 x2 500 2.25 2.16 2.25 2.35 50x40x50 3450 57.15 54.86 57.15 1.01 2 x 2 x 1/2 500 1.49 1.49 1.88 1.60 50x50x15 3450 37.85 37.85 41.75 0.13 2 x 2 x Y4 500 1.60 1.60 1.97 1.68 50x50x20 3450 40.64 40.64 50.04 0.76 2 x 2 x 1 500 1.73 1.73 2.02 1.85 50x50x25 3450 43.94 43.94 51.31 0.84 2 x 2 x 11/4 500 1.90 1.90 2.10 2.04 50x50x32 3450 44.45 42.42 44.45 0.93 2 x 2 x 11/2 500 2.02 2.02 2.16 2.18 50x50x40 3450 1 44.45 1 42.42 44.45 1 0.99 A Working Pressure Ratings are for reference only and based on Sch. 40 pipe. For the latest UIJULC, and FM pressure ratings versus pipe schedule, please visit anvilintl.com or contact your local Anvil Representative. * M Part supplied as Bull Head Tee". SPF/Dl-1 .15 <E~~ DUCTILE IRON THREADED FITTINGS FIG. 3207 Cross FIGURE CROSS Nominal Size Maximum Dimension A Approx. Wt. Each Working PressureA In. (mm) PSI (kPo) In. (mm) Lbs. (kg) 1 500 1.50 0.98 25 3450 38.10 0.44 Ph 500 1.75 1.50 32 3450 44.45 0.68 11/2 500 1.94 1.90 40 3450 49.21 0.86 2 500 2.25 2.95 50 1 3450 1 51.15 1 1.34 A - Working Pressure Ratings are for reference only and based on Sch. 40 pipe. For the latest UL/ULC, and FM pressure ratings versus pipe schedule, please visit anvilintl.com or contact your local Anvil Representative. C&S <3> LISTED APPROVED lingslApproval Details and Limitations, our websita at www.anvilintt.com or act an Anvila Sales Representative. Dimensions: ASME B16.3 Material: ASIM A536 Grade 65-45-12 Finish: Black Threads: NPT per ASME B1.20.1 Agency Approvals: All ductile iron threaded Fittings are UL/ULC Listed and FM Approved. NOTICE: Ductile iron fittings have higher tensile strength than that of steel pipe. Therefore, over tightening can cause damage to pipe threads which may cause leakage. Ductile iron fittings should be tightened approximately three turns beyond hand tight, but no more than four turns. II!1II INFORMATI ON lIII APPROVAL STAMP Project: Approved V Address: IlApproved as noted Contractor: E Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: SPF/Dl-1.15 DUCTILE IRON THREADED FITTINGS FIG. 3221 Coupling c® USTED APPROVED For Listings/Approval Details and Limitations, visit our website at wvv.anviIintLcom or contact an Anvil Sales Representative. FIGURE 324 COUPLIPJG Nominal Size Maximum Dimension A Working PressureA Approx. Wt. Each In. (mm) PSI (kPa) In. (mm) Lbs. (kg) 1 500 1.61 0.40 25 3450 42.42 0.18 1/4 500 1.93 0.51 32 3450 49.02 0.26 11/2 500 2.15 0.75 40 3450 1 54.61 0.34 2 500 2.53 1.15 50 3450 64.26 0.52 A - Working Pressure Ratings are for reference only and based on Sch. 40 pipe. For the latest UL/ULC, and FM pressure ratings versus pipe schedule, please visit anvilintl.com or contact your local Anvil Representative. Dimensions: ASME B16.3 Material: ASTM A536 Grade 65-45-12 Finish: Black Threads: NPT per ASME B1.20.1 Agency Approvals: All ductile iron threaded Fittings are UL/ULC Listed and FM Approved. NOTICE: Ductile iron fittings have higher tensile strength than that of steel pipe. Therefore, over tightening can cause damage to pipe threads which may cause leakage. Ductile iron fittings should be tightened approximately three turns beyond hand tight, but no more than four turns. PROJECT INFORMATION APPROVAL STAMP Project: . EApproved Address: 1=1 Approved as noted Contractor: . U Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: SPFIDI-1.15 DUCTILE IRON THREADED FITTINGS FIG, 3221R Reducing Coupling LISTED APPROVED For Ustings/Approval Details and Limitations, visit our website at anwv.anvilintLcom or Contact an Anvil* Sales Representative. [eIIJ:I1 J4l: REDUCING 1'u1u1:.1Ill[e Nominal Size MaximumDimension Working Pressureg, A Approx. Wt. Each In. (mm) PSI (kPa) In. (mm) Lbs. (kg) 1 X 1/2 500 1.69 0.39 25x15 3450 42.92 0.18 1 xth 500 1.69 0.53 25x20 3450 42.92 0.24 11%x3/4 500 2.06 0.64 32x20 3450 52.32 0.29 Dimensions: ASME B 16.3 Material: ASTM A536 Grade 65-45-12 Finish: Black Threads: NPT per ASME B1.20.1 Agency Approvals: All ductile iron threaded fittings are UL/ULC Listed and FM Approved. A - Working Pressure Ratings are for reference only and based on Sch. 40 pipe. For the latest UL/UIC, and FM pressure ratings versus pipe schedule, please visit anvilintl.com or NOTICE: Ductile iron fittings have higher tensile strength than that of steel pipe. contact your local Anvil Representative. Therefore, over tightening can cause damage to pipe threads which may cause leakage. Ductile iron fittings should be tightened approximately three turns beyond hand tight, but no more than four turns. PROJECT INFORMATION APPROVAL STAMP Project: []Approved Address: []Approved as noted Contractor: iJ Not approved Engineer: . Remarks: Submittal Date: Notes 1: Notes 2: SPF/Dl-5.1 9 DUCTILE IRON THREADED FITTINGS FIG. 3224 Cap rm 3224 - CAP Nominal Size Maximum Dimension A Approx. WI. Each Working PressureA In. (mm) PSI (kPa) In. (mm) lbs. (kg) 1 500 1.16 0.32 25 3450 29.46 0.15 11/4 500 1.28 0.43 32 3450 32.51 0.20 11/2 500 1.33 0.60 40 3450 33.78 0.21 2 500 1.45 0.91 50 1 3450 1 36.83 1 0.41 A - Working Pressure Ratings are for reference only and based on Sc,. 40 pipe. For the latest UL/ULC, and FM pressure ratings versus pipe schedule, please visit anvilintl.com or contact your local Anvil Representative. c®uS <> LISTED APPROVED For Listings/Approval Details and Limitations, visit our website at www.anvilinu.com or contact an Anvil* Sales Representative. Dimensions: ASME B16.3 Material: ASTM A536 Grade 65-45-12 Finish: Black Threads: NPT per ASME B 1 .20.1 Agency Approvals: All ductile iron threaded fittings are UL/ULC Listed and FM Approved. NOTICE: Ductile iron fittings have higher tensile strength than that of steel pipe. Therefore, over tightening can cause damage to pipe threads which may cause leakage. Ductile iron fittings should be tightened approximately three turns beyond hand tight, but no more than four turns. PROJECT INFORMATION APPROVAL STAMP Project: 0 Approved Address: . J Approved as noted Contractor: iJ Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: SPF/Dl-1 .15 USTED APPROVED Listings/Approval Details and Limitations, isit our websitu at www.anvilintl.com or sntact an AnviP Sales Representative. <:sP:7F~/RNv'L DUCTILE IRON THREADED FITTINGS (~).AWIL FIG, 3283 Bushings F ii B M_1 H1 A Inside Head C F-1 I I B A Mh_JJ Outside Head FIGURE NominalSize Max. Working Dimensions Approx. Male (M) x Female (F) PressureA A B C I') e Wt. Each In.(mm) PSI(kPa) In. (mm) In. (mm) In. (mm) Lbs. (kg) 1 x 1/2 500 0.75 0.25 1.42 Outside 0.22 25x15 3450 19.05 6.35 36.06 0.10 1 x'/4 500 0.75 0.25 1.42 Outside 0.17 25x20 3450 19.05 6.35 36.06 0.08 1¼ x 1 500 0.80 0.28 1.76 Outside 0.28 32x25 3450 20.32 L 1 1 44.70 0.13 F/in 1 500 0.83 0.31 1 2.00 Outside 0.45 40x25 3450 21.08 7.874 50.80 0.20 11/2 x 1¼ 500 0.83 0.31 2.00 Outside 0.30 40x32 3450 21.08 7.874 50.80 0.14 2 x 1 500 0.88 0.41 1.95 1 Inside 0.67 50x25 3450 22.35 10.414 49.53 0.30 2 x 11/4 500 0.88 0.34 2.48 Outside 0.73 50x32 3450 22.35 8.636 62.99 0.33 2 u 11/2 500 0.88 0.34 2.48 Outside 0.61 50x40 1 3450 22.35 8.636 62.99 0.28 A - Working Pressure Ratings are for reference only and based on Sch. 40 pipe. For the latest IJL/ULC, and FM pressure ratings versus pipe schedule, please visit anvilintl.com or contact your local Anvil Representative. Dimensions: ASME B16.14 Material: ASTM A536 Grade 65-45-12 Finish: Black Threads: NPT per ASME B] .20.1 Agency Approvals: All ductile iron threaded fittings are UL/ULC Listed and FM Approved. NOTICE: Ductile iron fittings have higher tensile strength than that of steel pipe. Therefore, over tightening can cause damage to pipe threads which may cause leakage. Ductile iron fittings should be tightened approximately three turns beyond hand tight, but no more than four turns. PROJECT INFORMATION APPROVAL STAMP Project: E Approved Address: E] Approved as noted Contractor: fJ Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: SPF/Dl-1 .15 wiL DUCTILE IRON THREADED FITTINGS FIG, 3388 Cored Plug FIGURE :1 .1:.] uIc Nominal Size Maximum Dimension Working PressureA A Approx. Wt. Each In. (mm) PSI (kPo) In. (mm) Lbs. (kg) 1/2* 500 0.94 0.10 15 3450 23.81 0.05 1/4 500 1.07 0.17 20 3450 2711 0.08 1 500 1.25 0.28 25 3450 3115 0.13 11/4 500 1.36 0.44 32 3450 34.54 0.20 11/2 500 1.45 0.62 40 1 3450 36.83 0.28 2 500 1.56 0.91 50 3450 3.62 0.41 A -Working Pressure Ratings are For reference only and based on Sch. 40 pipe. For the latest (JL/ULC, and FM pressure ratings versus pipe schedule, please visit anvilintl.com or contact your local Anvil Representative. * Port supplied as Solid Plug. Cell, USTED APPROVED 'or Ustings/Approval Details and Uo,itations, visit our website at wvov.anvilinti.com or contact an Anvil* Sales Representative. Dimensions: ASME B16.14 Material: ASIM A536 Grade 65-45-12 Finish: Black Threads: NPT per ASME B1.20.1 Agency Approvals: All ductile iron threaded Fittings are UL/ULC Listed and FM Approved. A Pressure - Temperature Ratings in accordance with ASME B 16.3 Class 150 NOTICE: Ductile iron fittings have higher tensile strength than that of steel pipe. Therefore, over tightening can cause damage to pipe threads which may cause leakage. Ductile iron fittings should be tightened approximately three turns beyond hand tight, but no more than four turns. PROJECT INFORMATION APPROVAL STAMP Project: fl Approved Address: IJ Approved as noted Contractor: El Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: SPF/Dl-5.16 Victaulic® FireLockTM Fittings jtiuIict 10.03 1.0 PRODUCT DESCRIPTION Available Sizes 11/4 - 8'/DN32 - DN200 Maximum Working Pressure Pressure ratings for Victaulic FireLockTM Fittings conform to the ratings of Victaulic FireLock EZTM Style 009N couplings (refer to publication 10.64 for more information). Application FireLockTM fittings are designed for use exclusively with Victaulic couplings that have been Listed or Approved for Fire Protection Services. Use of other couplings or flange adapters may result in bolt pad interference. Connects pipe, provides change in direction and adapts sizes or components Pipe Materials Carbon steel 2.0 CERTIFICATION/LISTINGS C& <R> OLPCB RVd S USIED (E ® EN 10311 Regulation (EU) No. 305/2011 3.0 SPECIFICATIONS - MATERIAL Fitting: Ductile iron conforming to ASTM A536, Grade 65-45-12. Fitting Coating: (specify choice) Orange coating. Red coating (standard for EMEA-1 and Asia Pacific). Optional: Hot dipped galvanized. ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION, MAINTENANCE OR SUPPORT. victaulic .com 10.03 01539 Rev 0 Updated 10/2021 © 2021 Victaulic company. All rights reserved. 1 ______________ uiriiilit rnm 4.0 DIMENSIONS k-CtoE.i - C I toE C i 0 - 0 t . _ Rb No. 001 No. 003 No. 002 No. 006 No. 001 No. 003 No. 002 No. 006 90° Elbow 45° Elbow Straight Tee Cap Approximate Approximate Approximate Approximate Actual Nominal Outside Weight Weight Weight Weight Size Diameter C to E Each C to E Each C to E Each T Each inches inches inches lb inches lb inches lb inches lb DN mm mm kg mm kg mm kg mm kg 11/4 1.660 - - - - - - 0.82 03 DN32 42.4 - -- 21 0.1 1 ½ 1.900 - - - - - - 0.82 0.4 DN40 48.3 - - - - - - 21 0.2 2 2.375 2.75 1.7 2.00 1.8 2.75 2.4 0.88 0.6 DNSO 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 73.0 76 1.4 57 1.0 76 1.6 22 0.5 i000 3.30 2.25 2.4 3.00 3.8 DN65 76.1 76 1.5 57 1.1 76 1.7 - - 3 3.500 3.38 4.0 2.50 3.1 3.38 5.3 0.88 1.2 DN80 88.9 86 1.8 64 1.4 86 2.4 22 0.5 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 DN100 114.3 102 3.0 76 2.5 102 3.9 25 1.1 5 5.563 4.88 12.6 3.25 8.3 4.88 15.7 1.00 4.1 1413 124 5.7 83 3.8 124 7.1 25 1.9 5.500 4.88 12.4 3.25 8.2 4.88 15.4 DN125 1 139.7 -- 124 5.6 82.6 3.7 124 6.9 - - 6.250 5.50 12.6 3.50 9.2 5.50 17.9 158.8 140 5.7 89 42 140 8.0 - - 6 6.625 5.50 18.3 3.50 11.7 5.50 22.7 1.00 5.9 DN150 168.3 140 8.3 89 5.3 140 10.3 25 2.7 6.500 5.43 17.6 3.50 11.4 5.50 22.0 165.1 140 7.9 89 5.2 140 9.9 - - 8 8.625 6.81 25.5 4.25 20.4 6.94 38.7 1.13 12.7 DN200 219.1 173 11.6 108 9.3 1 176 17.6 29 5.8 8.515 6.81 23.1 - - 6.94 33.6 - - 216.3 173 10.5 - - 176 15.2 - - 10.03 01539 Rev 0 Updated 10/2021 © 2021 Victaulic Company. All rights reserved. victaulic.com PAI JtauIicr victaulic.com 5.0 PERFORMANCE Flow Data Size Frictional Resistance Equivalent of Straight Pipe' No. 002 Actual Elbows Straight Tee No. 001 No. 003 Nominal Outside Size Diameter 900 Elbow 450 Elbow Branch Run inches inches feet feet feet feet DIN mm meters meters meters meters 11/4 1.660 - - - - DN32 42.4 - - - - 11/2 1.900 - - - - DN40 48.3 - - - - 2 2.375 3.5 1.8 8.5 3.5 DN50 60.3 1.1 0.5 2.6 1.1 21/2 2.875 4.3 2.2 10.8 4.3 73.0 1.3 0.7 3.3 1.3 3.000 4.5 2.3 11.0 4.5 DN65 76.1 1.4 0.7 3.4 1.4 3 3.500 5.0 2.6 13.0 5.0 DN80 88.9 1.5 0.8 - 4.0 1.5 4.250 6.4 3.2 15.3 6.4 108.0 2.0 0.9 4.7 2.0 4 4.500 6.8 3.4 16.0 6.8 DN100 114.3 2.1 1.0 4.9 2.1 5 5.563 8.5 4.2 21.0 8.5 141.3 2.6 1.3 6.4 2.6 5.500 8.3 4.1 20.6 8.3 DN125 139.7 2.5 1.3 6.3 2.5 6.250 9.4 4.9 25.0 9.6 158.8 2.9 1.5 7.6 2.9 6 6.625 10.0 5.0 25.0 10.0 DN150 168.3 3.0 1.5 7.6 3.0 6.500 9.8 4.9 24.5 9.8 165.1 3.0 1.5 7.5 3.0 8 8.625 13.0 5.0 33.0 13.0 0N200 219.1 4.0 1.5 10.1 4.0 8.515 13.0 - 33.0 13.0 216.3 4.0 - 10.1 - 4.0 ' The flow data listed is based upon the pressure drop of Schedule 40 pipe. 10.03 01539 Rev 0 Updated 10/2021 © 2021 Victaulic Company. All rights reserved. victaulic.com 3 Ai_________ victaulic.com 6.0 NOTIFICATIONS 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 009N/009H couplings, use FireLockTn No. 006 end caps containing the "EZ" marking on the inside face or No. 60 end caps containing the "QV EZ" marking on the inside face. Non-Victaulic end cap products shall not be used with Style 009/009V/009H!009N couplings. 7.0 REFERENCE MATERIALS 10.64 Victaulic® FireLockTM Rigid Coupling Style 009N 10.02 Victaulic® FireLockTM Rigid Coupling Style 005H with VicPlusTM Gasket System 29.01: Victaulic® Terms and Conditions of Sale User Responsibility for Product Selection and Suitability Each user bears final responsibility for making a determination as lathe suitability of Victaulic products for a particular end-use application, in accordance with industry standards and project specifications, and the applicable building codes and related regulations as well as Victaulic performance, maintenance, safety, and warning instructions. Nothing in this or any other document, nor any verbal recommendation, .advice, or opinion from any Victaulic employee, shall be deemed to alter, vary, supersede, or waive any provision of Victaulic Company's standard conditions of sale, installation guide, or this disclaimer. Intellectual Property Rights No statement contained herein concerning a possible or suggested use of any material, product, service, or design is intended, or should be constructed, to grant any license under any patent or other intellectual property right of Victaulic or any of its subsidiaries or affiliates covering such use or design, or as a recommendation for the use of such material, product, service, or design in the infringement of any patent or other intellectual property right. The terms "Patented" or "Patent Pending" refer to design or utility patents or patent applications for articles and/or methods of use in the United States and/or other countries. Note This product shall be manufactured by Victaulic or to Victaulic specifications, All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. Installation . Reference should always be made to the Victaulic installation handbook or installation instructions of the product you are installing. Handbooks are included with each shipment of Victaulic products, providing complete installation and assembly data, andare available in POE format on our website at www.victaulic.com. Warranty Refer to the Warranty section of the current Price List or contact Victaulic for details. Trademarks Victaulic and all other Victaulic marks are the trademarks or registered trademarks of Victaulic Company, and/or its affiliated entities, in the U.S. and/or other countries. 10.03 01539 Rev 0 Updated 10/2021 © 2021 Victaulic Company. All rights reserved. victaulic.com 11 Victaulic® FireLockTM Rigid Coupling \4tau1ic Style 009N 10.64 1.0 PRODUCT DESCRIPTION Available Sizes 1'A-12/32-300mm Pipe Material Carbon steel, Schedule 10, Schedule 40. For use with alternative materials and wall thicknesses please contact Victaulic. Maximum Working Pressure Up to 365 psi/2517 kPa. Function Joins carbon steel pipe. Provides a rigid pipe joint designed to restrict axial or angular movement. 2.0 CERTIFICATION/LISTINGS c®us ILPCB FVd S]USMD (E C104-la/36 EN 10311 Regulation (EU) No. 305/2011 ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION, MAINTENANCE OR SUPPORT. System No. Location Spec Section Paragraph Submitted By Date Approved Date 10.64 7072 Rev L Updated 08/2017 © 2017 Victaulic company. All rights reserved. 1 \JtauIic 2 10.64 1072 Rev L Updated 08/2017 © 2017 victaulic company. All rights reserved. victaulic.com 4tauiicr victaulic.com 3.0 SPECIFICATIONS - MATERIAL O Housing: Ductile iron conforming to ASTM A 536, Grade 65-45-12. Ductile iron conforming to ASTM A 395, Grade o 65-45-15, is available upon special request. Housing Coating: (specify choice) Orange enamel (North America, Asia Pacific) Red enamel (Europe) 0 Hot dipped galvanized Gasket: (specify choice') Grade "E" EPDM (Type A) FireLock EZ products have been Listed by Underwriters Laboratories Inc., Underwriters Laboratories of Canada Limited, and Approved by Factory Mutual Research for wet and dry (oil free air) sprinkler services within the rated working pressure. Ej Services listed are General Service Guidelines only. It should be noted that there are services for which these gaskets are not compatible. Reference should always be made to the latest victaulic Gasket Selection Guide for specific gasket service guidelines and for a listing of services which are not compatible. Bolts/Nuts: (specify choice2) Standard: Carbon steel oval neck track bolts meeting the physical and chemical requirements of ASTM A449 (imperial) and ISO 898-1 Class 9.8 (metric). Carbon steel hex nuts meeting the physical and chemical D requirements of ASTM A563 Grade B (imperial - heavy hex nuts) and ASTM A563M Class 9 (metric - hex nuts). Track bolts and hex nuts are zinc electroplated per ASTM B633 ZN/FE5, finish Type Ill (imperial) or Type II (metric). Optional: Stainless steel oval neck track bolts meeting the requirements of ASTM F593, Group 2 (316 stainless steel), condition CW. Stainless steel heavy hex nuts meeting the requirements of ASTM F594, Group 2 (316 stainless steel), condition CW, with galling-resistant coating.2 2 Optional bolts/nuts are available in imperial size only. victaulic.com 4.0 DIMENSIONS Style 009N Hill 11111 11111 - Bolt/Nut Dimensions Weight Pre-assembled Actual Maximum Maximum Allow. (Push On Condition) Joint _Assembled Nominal Outside Working End Pipe End Approx. X V X V Z Size Diameter Pressure3 Load3 Separation4 Qty. Size (Each) inches inches psi lb inches inches inches inches inches inches inches lb MM mm kPa N mm - mm mm mm mm mm mm kg 11/4 1.660 365 790 0.10 2 3/a X2 3.13 5.00 2.75 5.00 2.00 1.4 32 42.4 2517 3514 2.54 M10x51 79 127 70 127 51 0.6 1 /2 1.900 365 1035 0.10 2 3/aX2 3.38 5.13 3.00 5.13 2.00 1.5 40 48.3 2517 4604 2.54 M10x51 86 130 76 130 51 0.7 2 2.375 365 1616 0.12 2 ~X2Y2 4.00 5.63 3.50 5.63 2.00 1.9 50 60.3 2517 7193 3.05 M10x63 102 143 89 143 51 0.9 21/2 2.875 365 2370 0.12 2 3/sX2½ 4.50 6.13 4.00 6.13 2.00 2.1 65 73.0 2517 10542 3.05 M10x63 114 156 102 156 51 1.0 76.1 mm 3.000 365 2580 0.12 2 /8 x 2 /2 4.63 6.00 4.13 6.13 2.00 2.1 76.1 2517 11476 3.05 M10x63 118 152 105 156 51 1.0 3 3.500 365 3512 0.12 2 3/a x21/2 5.13 6.75 4.63 6.75 2.00 2.3 80 88.9 2517 15622 3.05 M10x63 130 171 117 171 51 1.0 4 4.500 365 5805 0.17 2 3/a X21/2 6.00 7.88 5.63 7.50 2.13 2.9 100 114.3 2517 25822 4.32 M10x63 152 200 143 191 54 1.3 1080mm 4.250 365 5175 0.17 2 '8X2½ 5.63 7.38 5.38 7.38 2.13 3.1 108.0 2517 23020 4.32 M10 x-63 152 1.87 137 187 54 1.4 5 5.563 365 8870 0.17 2 ½x3 7.25 9.25 6.75 9.13 2.25 5.0 .125 141.3 2000 39456 4.32 M12x76 184 235 171 232 57 2.3 133•0mm 5.250 365 7897 0.17 2 ½x3 6.63 9.00 6.38 9.00 2.25 4.8 133.0 2517 35106 4.32 - M12x76 168 229 162 229 57 2.2 1397 mm 5.500 365 8667 0.17 2 1/2 x 3 6.88 9.25 6.75 9.13 2.25 4.9 139.7 2517 38529 4.32 M12x76 175 1 235 171 232 57 2.2 1590mm .6.250 365 11192 0.17 2 /2 x 3¼ 7.88 10.00 7.38 9.88 2.25 5.6 159.0 2517 49753 4.32 M12x83 200 254 187 251 57 2.5 1651 mm 6.500 365 12105 0.17 2 ½x3¼ 8.00 10.25 7.75 10.13 2.25 6.0 165.1 2517 53813 432 M12x83 203 260 197 257 57 2.7 6 6.625 365 12582 0.17 ½x31/4 8.38 10.38 7.88 10.13 2.25 6.0 150 168.3 2000 44469 4.32 2 M12x83 213 264 200 257 57 2.7 2160mm 8.500 365 20712 0.17 2 5/8 X4 10.63 13.25 10.25 10.13 2.63 11.4 216.0 2517 55968 4.32 M16x101 270 337 260 257 67 5.2 8 8.625 365 21326 0.17 2 5/8 X4 10.88 13.38 10.25 13.13 2.50 11.4 200 219.1 1620 94863 4.32 M16x 101 276 340 260 333 64 5.2 10 10.750 300 27229 0.25 2 /aX6½ 13.75 17.00 13.25 17.13 2.75 22.6 250 273.0 2068 121121 6.4 M22x165 349 432 337 435 70 10.3 12 1 12.750 300 38303 0.25 2 '8X6 ½ 16.00 19.00 15.50 19.13 2.75 27.6 300 323.9 2068 170380 6.4 - M22 x 165 406 483 394 486 70 12.5 Working Pressure and End Load are total, from all internal and external loads, based on standard weight (ANSI) steel pipe, standard roll or cut grooved in accordance with Victaulic specifications. See the Listings/Approvals section of this publication for ratings on other pipe. The allowable pipe separation dimension shown is for system layout purposes only. FireLock EZTM couplings are considered rigid connections and will not accommodate expansion or contraction of the piping system. NOTES When assembling FireLock EZTM couplings onto end caps, take additional care to make certain the end cap is fully seated against the gasket end stop. For FireLock EZTM Style 009N couplings, use FireLock No. 006 end caps containing the "EZ' marking on the inside face or No. 60 end caps containing the 'QV EZ" marking on the inside face. Non-Victaulic end cap products shall not be used with Style 009N couplings. IMPORTANT: Gaskets intended for the Style 009 or Style 009V couplings cannot be used with the Style 009N coupling. There is no interchanging of gaskets or housings between coupling styles. Use Of Flushseal Gaskets For Dry Pipe Systems FireLock EZTM couplings are supplied with FireLock EZTM Grade 'E" Type A gaskets. These gaskets include an integral pipe stop, that once installed provides the similar benefits as a FlushSeal gasket for dry pipe systems. It should be noted that standard Victaulic FlushSealTM gaskets are not compatible and cannot be used with the FireLock EZTM couplings. 10.64 7072 Rev L Updated 08/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com 3 '..JtauIic victaulic.com 5.0 PERFORMANCE6 Listings/Approval The information provided below is based on the latest listing and approval data at the time of publication. Listings/Approvals are subject to change and/or additions by the approvals agencies. Contact Victaulic for performance on other pipe and the latest listings and approvals. Nominal Size cULus" FM Vds LPCB Sch. 5 Sch. 10 Sch. 40 Sch. 5 Sch. 10 Sch. 40 inches psi psi psi psi psi psi psi psi mm kPa kPa kPa kPa kPa kPa kPa kPa 11/4 232 365 365 175 363 363 363 363 32 1600 2517 2517 1205 2502 2502 2500 2500 11/2 232 365 365 175 363 363 363 363 40 1 1600 2517 2517 1205 2502 2502 2500 2500 2 363 365 365 175 363 363 363 363 50 2502 2517 2517 1205 2502 2502 2500 2500 21/2 N/A 365 365 175 363 363 363 363 65 2517 2517 1205 2502 2502 2500 2500 761 mm N/A 3656 N/A 363 7 N/A 363 363 26 N/A 2502 2500 2500 N/A 365 365 175 363 363 363 363 80 2517 2517 1205 2502 2502 2500 2500 N/A / 365 365 175 363 363 363 363 100 2517 2517 1 1205 2502 2502 2500 2500 108.0 mm N/A N/A N/A 175 363 363 N/A N/A 1205 2502 2502 1 N/A 290 365 N/A 363 363 232 N/A - 125 2000 2517 2502 2502 1600 133.0mm N/A N/A N/A N/A 363 7 N/A N/A N/A 2502 7 139.7 mm N/A 2908 2 N/A N/A 2502 363 7 N/ A 232 1600 N/A 159.0 mm N/A N/A N/A N/A 363 7 2502 7 N/A N/A N/A 165.1 mm N/A 290 2000 N/A N/A 363 2502 N/A N/A N/A 6 N/A 290 365 N/A 363 363 232 N/A 150 - 2000 2517 2502 2502 1600 216.0mm N/A N/A N/A N/A 363 7 2502 7 N/A N/A N/A 8 N/A 290 365 N/A 363 363 232 N/A 200 2000 2517 2502 2502 1600 216.0mm N/A N/A N/A N/A 363 7 2502 7 N/A N/A N/A 8 N/A / 290 365 N/A 363 363 232 N/A / 200 2000 2517 2502 2502 1600 10 N/A 300 300 N/A / 300 300 N / NA / A 250 2068 2068 2068 2068 12 N/A 30010 300 N/A 250 300 N/A N/A 300 206810 2068 1724 2068 Listed/Approved for wet and dry pipe systems (> —40°F/-40°c) for continuous use in freezing conditions, use of Style 005H coupling with Silicone Gasket is recommended. Please see the VictaulicInstallation Manual 1-009N/009H for details concerning when supplemental lubrication is required. 6 cULus listed for DIN 24582.6mm pipe wall. FM approved for BS 1387 Medium 3.6 mm pipe wall. cULus listed for EN 10220 4.0 mm pipe wall. cULus listed for EN 10255 4.5 mm pipe wall. 10 cuL listed to 250 psi. 11 With optional stainless steel fasteners, cULus Listed to 175psi. The stainless steel fasteners have a marking designation of '316" on the end face of the bolt. 10.64 7072 Rev L updated 08/2017 © 2017 Victaulic company. All rights reserved. victaulic.com 4 jltauIjc victaulic.com 5.1 PERFORMANCE2 Listings/Approval Speciality Pipe Pipe Size Pressure Rating Pipe Size Pressure Rating Pipe Size Pressure Rating cULus FM cULus FM cULus FM inches psi psi inches psi psi inches psi psi kPa kPa kPa kPa kPa kPa BLT 1¼-2 300 365 EZI 1/4-2 300 365 MT 1/4-2 300 365 2068 2517 2068 2517 2068 2517 DF 1/4-4 300 365 FF 1/4-4 300 365 MLT 1 1/4-2 N/A 365 2068 2517 2068 2517 2517 DI 1 1/4-2 300 365 FLF 1¼-4 N/A s -r 1 1/4_2 N/A 2517 2 2517 EF lh/4_4 175 175 FLT 11/4_2 N/A 365 STF 1 1/4_4 N/A 6 1206 1206 2517 EL 1 1/4_2 300 365 FLTL 11/4_2 N/A 365 TF 2¼-4 N/A 365 2068 2517 2517 25 17 ET4O 1 1 /4-2 300 365 GL 1 1/4-2 300 365 WLS 1 /4-2 300 365 2068 2517 2068 2517 2068 2517 300 365 EZF 1 1/4-4 300 365 - WST 1 1 1/4-2 N/A 365 2068 2517 2068 2517 2517 IMF 6 175 175 XL 1 1 /4-2 300 365 1205 1205 2068 2517 NOTES BLT =BLT steel pipe manufactured by Allied Tube & Conduit Corp. OF = DYNA-FLOW steel pipe manufactured by Allied Tube & Conduit Corp. DT = DYNA-FLOW steel pipe manufactured by Allied Tube & Conduit Corp. EF = EDDY FLOW steel pipe manufactured by Bull Moose Tube Co. EL = EDDYLITE steel pipe manufactured by Bull Moose Tube Co. ET40 = Eddythread 40 steel pipe manufactured by Bull Moose Tube Co. EZF = EZ-Flow steel pipe manufactured by Northwest Pipe Co. EZT = EZ-Thread steel pipe manufactured by Youngstown Tube Co. FE = Fire-Flo steel pipe manufactured by Youngstown Tube Co. ELF = Fire-Line Flow steel pipe manufactured by Western International Forest Products Inc. FLT = Fire-Line Threadable steel pipe manufactured by Western International Forest Products Inc. FLTL = Fire-Line Threadable Light steel pipe manufactured by Western International Forest Products Inc. GL = GL steel pipe manufactured by Wheatland Tube Co. MF = Mega-Flow steel pipe manufactured by Wheatland Tube Co. MT = Mega-Thread steel pipe manufactured by Wheatland Tube Co. MLT = MLT steel pipe manufactured by Wheatland Tube Co ST = STD wall pipe in accordance with ASTM A53. STF = Steady Flow steel pipe manufactured by AMS Tube Corp. TF = Tex-Flow steel pipe manufactured by Tex-Tube Co. WLS = WLS steel pipe manufactured by Wheatland Tube Co. WST = WST steel pipe manufactured by Wheatland Tube Company. XL = XL steel pipe manufactured by Allied Tube & Conduit Corp. 10.64 7072 Rev L Updated 08/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com 5 'j(tauIic victaulicilom 6.0 NOTIFICATIONS Not applicable - contact Victaulic with any questions. 7.0 REFERENCE MATERIALS 05.01: Seal Selection Guide I.009N/009H: Installation Instructions FireLock EZ°M Rigid Coupling User Responsibility for Product Selection and Suitability Each user bears final responsibility for making a determination as to the suitability of Victaulic products for a particular end-use application, in accordance with industry standards and project specifications, and the applicable building codes and related regulations as well as Victaulic performance, maintenance, safety, and warning instructions. Nothing in this or any other document, nor any verbal recommendation, advice, or opinion from any Victaulic employee, shall be deemed to alter, vary, supersede, or waive any provision of Victaulic Company's standard conditions of sale, installation guide, or this disclaimer. - Intellectual Property Rights No statement contained herein concerning a possible or suggested use of any material, product, service, or design is intended, or should be constructed, to grant any license under any patent or other intellectual property right of Victaulic or any of its subsidiaries or affiliates covering such use or design, or as a recommendation for the use of such material, product, service, or design in the infringement of any patent or other intellectual property right. The terms "Patented" or "Patent Pending" refer to design or utility patents or patent applications for articles and/or methods of use in the United States and/or other countries. Note This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. Installation Reference should always be made to the Victaulic installation handbook or installation instructions of the product you are installing. Handbooks are included with each shipment of Victaulic products, providing complete installation and assembly data, and are available in PDF format on our website at www.victaolic.com. Warranty Refer to the Warranty section of the current Price List or contact Victaulic for details. Trademarks Victaulic and all other Victaulic marks are the trademarks or registered trademarks of Victaulic Company, and/or its affiliated entities, in the U.S. and/or other countries, 10.64 7072 Rev L Updated 08/2017 © 2017 Victaulic Company. All rights reserved, victaulic.com Victaulic® Flexible Coupling 4taUIicr Style 75 06.05 1 - 8/DN25 - DN200 1.0 PRODUCT DESCRIPTION Available Sizes 1 - 8/DN25 - DN200 Pipe Material Carbon steel Stainless steel For exceptions see section 6.0 Notifications Maximum Working Pressure Accommodates pressures ranging from full vacuum (29.9 in Hg/760 mm Hg) up to 500 psi/3447 kPaI34 bar Working pressure dependent on material, wall thickness and size of pipe Application Joins standard roll grooved and cut grooved pipe, as well as grooved fittings, valves and accessories Provides a flexible pipe joint which allows for expansion, contraction and deflection Up to 50% lighter in weight than standard Victaulic Style 77 or Style 177N flexible couplings 2.0 CERTIFICATION/LISTINGS LOM NOTES Download publication 10.01 for Fire Protection certifications/Listings Reference Guide. See Dublication 02.06: Victaulic Potable Water Approvals ANSI/NSF for potable water approvals if applicable. ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION, MAINTENANCE OR SUPPORT. System No. Location Spec Section Paragraph Submitted By Date Approved Date victaulic.com 06.05 1470 Rev 0 updated 05/2020 © 2020 Victaulic company. All rights reserved. 1 ictauliC victhulic.com 3.0 SPECIFICATIONS - MATERIAL El Housing: Ductile iron conforming to ASTM A536, Grade 65-45-12. Ductile iron conforming to ASTM A395, Grade O 65-45-15, is available upon special request. Housing Coating: (specify choice) Standard: Orange enamel Optional: Hot dipped galvanized Optional: Contact Victaulic with your requirements for other coatings. Gasket: (specify choice') Grade "E" EPDM EPDM (Green stripe color code). Temperature range —30"F-to +230"17/-34"C to +110"C. May be specified for hot water service within the specified temperature range plus a variety of dilute acids, oil-free air and many chemical services. UL Classified in accordance with ANSI/NSF 61 for cold +73°F/+23°C and hot +180°F/+82°C potable water service and ANSI/NSF 372. NOT COMPATIBLE FOR USE WITH PETROLEUM SERVICES OR STEAM SERVICES. Grade "1" Nitrile Nitrile (Orange stripe color code). Temperature range —20"F to +180"F/-29"C to +82"C. May be specified for D petroleum products, air with oil vapors, vegetable and mineral oils within the specified temperature range; not compatible for hot dry air over +140°F/+600C and water over +1500F/+66°C. NOT COMPATIBLE FOR USE WITH HOT WATER. Others For alternate gasket selection, reference publication 05.01: Victaulic Seal Selection Guide - Elastomeric Seal Construction. Services listed are General Service Guidelines only. It should be noted that there are services for which these gaskets are not compatible. Reference should fJ always be made to the latest Victaulic Seal Selection Guide for specific gasket service guidelines and for a listing of services which are not compatible. Bolts/Nuts: (specify choice2) Standard: Carbon steel oval neck track bolts meeting the mechanical property requirements of ASTM A449 (imperial) and ISO 898-1 Class 9.8 (M10-M16) Class 8.8 (M20 and greater). Carbon steel hex nuts meeting the mechanical property requirements of ASTM A563 Grade B (imperial - Heavy Hex nuts) and ASTM A563M Class 9 (metric - 0 hex nuts). Track bolts and hex nuts are zinc electroplated per ASTM B633 ZN/FES, finish Type Ill (imperial) or Type II (metric). Optional (imperial): Stainless steel oval neck track bolts meeting the mechanical property requirements of ASTM F593, Group 2 (316 stainless steel), condition CW. Stainless steel heavy nuts meeting the mechanical property requirements of ASTM F594, Group 2 (316 stainless steel), condition CW, with galling reducing coating. 2 Optional bolts/nuts are available in imperial sizes only. 06.05 1470 Rev 0 updated 05/2020 © 2020 Victaulic company. All rights reserved. victaulic.com 2 _1t _au Iic victaulic.com 4.0 DIMENSIONS Style 75 Flexible Coupling no LU Jr1 lop Pipe End Deflection from Size Separation3 Centerline3 Bolt/Nut - Dimensions Weight Actual Outside Approx. Nominal Diameter Allowable Per Cplg. Pipe Qty. Size X Y Z (Each) inches inches inches inches/ft. imperial inches inches inches lb DN mm mm Degrees mm/rn - metric mm mm mm kg 1 1.315 0-0.06 2 3' 0.57 2 %x2 2.38 4.27 1.77 1.3 DN25 33.7 0-1.6 48 M10x51 61 108 45 0.6 1 1/4 1.660 0-0.06 2 -10' 0.45 2 x2 2.68 4.61 1.77 1.4 DN32 42.4 0-1.6 38 M10x51 68 117 45 0.6 1 ½ 1.900 0-0.06 , - 1 - 0.40 2 %x2 2.91 4.82 1.77 1.5 DN40 48.3 0-1.6 - . 33 M10x51 74 -. 122 45 0.6 2 2.375 0-0.06 0.32 2 x2 3.43 5.22 1.88 1.7 DNSO 60.3 0-1.6 1 - 31' 26 M10x51 87 133 48 0.8 2 1/2 2.875 0-0.06 0.26 %x2 3.88 5.68 1.88 1.9 73.0 0-1.6 1 - 15' 22 2 M10x51 98 144 48 0.9 3.000 0-0.06 0.26 2 x2 4.00 5.90 1.88 1.9 DN65 76.1 0-1.6 1 - 12' 22 M10x51 102 150 48 0.9 3 3.500 0-0.06 - 1 - 2' 0.22 2 ½x2~ 4.50 7.00 1.88 2.9 DN80 88.9 0-1.6 18 M12x70 114 178 48 1.3 31/2 4.000 0-0.06 0.19 2 ½x23/4 5.00 7.50 1.88 2.9 DN90 101.6 0-1.6 0 - 54' 16 M12x70 127 191 48 1.3 - 4 4.500 0-0.13 1 -36' 0.34 2 ½x2~ 5.80 8.03 2.13 4.1 DN100 1143 0-3.2 28 M12x70 147 204 54 1.9 4.250 0-0.13 1 -41' 035 2 ½x21/4 5.55 7.79 2.13 3.7 108.0 0-3.2 29 M12x70 141 198 54 1.7 5.000 0-0.13 1 -26' 0.25 2 %x3~ 6.13 9.43 2.13 5.5 127.0 0-3.2 21 M16x83 156 240 54 2.5 5.250 0-0.13 0.28 2 X3Y4 6.55 9.37 2.13 6.0 133.0 0-3.2 1 - 21' 24 M16x83 166 238 54 2.7 5.500 0-0.13 1 18' 0.28 2 X3 1/4 6.80 9.59 2.13 6.3 DN125 139.7 0-3.2 - 24 M16x83 173 244 54 2.9 5 5.563 0-0.13 1 -18, 0.27 2 x3¼ 6.88 10.07 2.13 5.8 141.3 0-3.2 23 M16x83 175 256 54 2.6 6.000 0-0.13 0.21 2 X 31/4 7.38 10.48 1.88 6.2 52 1.4 0-3.2 1 - 12' 18 M16x83 187 266 48 2.8 6.250 0-0.13 1 - 9' 024 2 x3¼ 7.63 10.49 2.13 6.8 159.0 0-3.2 20 M16x83 194 266 54 - 3.1 6.500 0-0.13 1 7 0.23 2 x3t4 7.84 10.66 2.08 6.6 165.1 0-3.2 - 58 M16x83 199 271 53 3.0 6 6.625 0-0.13 1 5' 0.23 2 x3V4 8.00 11.07 2.13 7.0 DN150 168.3 0-3.2 - 18 M16x83 203 281 54 3.2 0-0.13 0 1' 0.18 2 3%x4¼ 10.19 13.75 232 13.2 200A4 216.3 0-3.2 ________ 46 M20 108 259 350 59 6.0 8 8.625 0-0.13 0 0' 0.18 2 ~X41/4 10.34 13.97 2.13 12.4 DN200 219.1 0-3.2 _________ 14 1 M20 108 263 1 355 59 5.6 Allowable Pipe End Separation and Deflection figures show the maximum nominal range of movement available at each joint for standard roll grooved pipe. Figures for standard cut grooved pipe may be doubled. These figures are maximums; for design and installation purposes these figures should be reduced by: 50% for 1/4 -3 ½7DN20 - 0N90; 25% for 47DN100 and larger. Japanese Industrial Standard (JlS) size NOTE Metric thread size bolts are available (color coded gold) for all coupling sizes upon request. Contact Victaulic for details. 06.05 1470 Rev Q Updated 05/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com 3 /'tauIic victaulic.com 5.0 PERFORMANCE Style 75 Flexible Coupling Size Maximum Actual Outside Working Maximum Nominal Diameter Pressures End Loads inches inches psi lb DN mm kPa N 1 1.315 500 680 DN25 33.7 3447 3025 11/4 1.660 500 1080 DN32 42.4 3447 4805 1½ 1.900 500 1420 DN40 48.3 3447 6320 2 2.375 500 2215 DN50 60.3 3447 9860 21/2 2.875 500 3245 73.0 3447 14440 3.000 500 3535 DN65 76.1 3447 15730 3 3.500 500 4800 DN80 88.9 3447 21360 31/2 4.000 500 6300 DN90 101.6 3447 28035 4 4.500 500 7950 DN100 114.3 3447 35380 4.250 450 6380 108.0 3103 28395 5.000 450 8820 127.0 3103 39250 5.250 450 9735 133.0 3103 43325 5.500 450 10665 DN125 139.7 3103 47460 5 5.563 450 10935 141.3 3103 48660 6.000 450 12735 152.4 3103 56670 6.250 450 13800 159.0 3103 61405 6 6.625 450 15525 DN150 1683 3103 69085 6.500 450 14930 165.1 3103 66412 450 25625 200A4 216.3 3103 113986 8 8.625 450 26280 DN200 219.1 3103 116945 Japanese Industrial Standard (JIS) size Working Pressure and End Load are total, from all internal and external loads, based on ANSI B36.10 sized carbon steel pipe, grooved in accordance with Victaulic specifications. Contact Victaulic for performance on other pipe. NOTE WARNING: FOR ONETIME FIELD TEST ONLY, the Maximum Joint Working Pressure maybe increased to 11h times the figures shown. 06.05 1470 Rev Q Updated 05/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com -C- X, /n licr victaulic.com 6.0 NOTIFICATIONS AWARNING *OQO• Read and understand all instructions before attempting to install, remove, adjust, or maintain any Victaulic piping products. Always verify that the piping system has been completely depressurized and drained immediately prior to installation, removal, adjustment, or maintenance of any Victaulic products. Wear safety glasses, hardhat, and foot protection. Failure to follow these instructions could result in death or serious personal injury and property damage. NOTICE Victaulic RX grooving rolls must be ordered separately. They are identified by a silver color and the designation RX on the front of the roll sets. NOTICE Victaulic does not recommend the use of any furnace butt-welded pipe with sizes NPS 2"/DN50 and smaller Victaulic gasketed joint products. This includes, but is not limited to, ASTM A53 Type F pipe. 7.0 REFERENCE MATERIALS 02.06: Victaulic Potable Water Approvals ANSI/NSF 05.01: Victaulic Seal Selection Guide - Elastomeric Seal Construction 06.15: Victaulic Pressure Ratings and End Loads for Victaulic Couplings on Steel Pipe 10.01: Victaulic Products for Fire Protection Pipings Systems - Regulatory Aooroval Reference Guide 17.01: Victaulic Pipe Preparation for Use on Stainless Steel Pipe With Victaulic Products 17.09: Victaulic Ductile Iron Grooved Couplings Performance Data for Stainless Steel Pipe 25.01: Victaulic Standard Groove Specifications 26.01: Victaulic Design Data 29.01: Victaulic Terms and Conditions of Sale 1-100: Victaulic Field Installation Handbook l-ENDCAP: Victaulic End Cap Installation Safety Instructions User Responsibility for Product Selection and Suitability Each user bears final responsibility for making a determination as to the suitability of Victaulic products for a particular end-use application, in accordance with industry standards and project specifications, and the applicable building codes and related regulations as well as Victaulic performance, maintenance, safety, and warning instructions. Nothing in this or any other document, nor any verbal recommendation, advice, or opinion from any Victaulic employee, shall be deemed to alter, vary, supersede, or waive any provision of Victaulic Company's standard conditions of sale, installation guide, or this disclaimer. Intellectual Property Rights No statement contained herein concerning a possible or suggested use of any material, product, service, or design is intended, or should be constructed, to grant any license under any palest or other intellectual property right of Victaulic or any of its subsidiaries or affiliates covering such use or design, or as a recommendation for the use of such material, product, service, or design in the infringement 01 any patent or other intellectual property right. The terms "Patented" or "Patent Pending" refer to design or utility patents or patent applications for articles and/or methods of use in the United Slates and/or other countries. Note This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. Installation Reference should always be made to the Victaulic installation handbook or installation instructions of the product you are installing. Handbooks are included with each shipment of Victaulic products, providing 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. Trademarks Victaulic and all other Victaulic marks are the trademarks or registered trademarks of Victaulic Company, and/or its affiliated entities, in the U.S. and/or other countries. 06.05 1470 Rev 0 Updated 05/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com 5 \j#tauIic HANGERS MINI-UNDERCUT+ THREAD VERSION UNClhread ANCHOR MATERIALS Zinc plated carbon steel ANCHOR SIZE RANGE (TYP.) 3/8' SUITABLE BASE MATERIALS Post-Tension Concrete Precast Hollow-Core Plank Normal-weight concrete [CODE LISTED cc-ES_ESR-3912 CONCRETE GENERAL INFORMATION GENERAL INFORMATION MINI-UNDERCUT+TM Internally Threaded Undercut Anchor The Mini-Undercut+ anchor is an internally threaded, self-undercutting anchor designed for 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 A ! [' I [I] I '1l11 4 Tension zones, seismic and • Fire Sprinkler & pipe supports wind loading applications • Cable Trays and Strut Suspended Conduit • Suspended Lighting + 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-391 2 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 AC! 355.2 (including ASTM E 488) for use in concrete FM Approvals (Factory Mutual) - File No. J.I. 3059197 CSI Divisions: 03 16 00 - Concrete Anchoring and 05 05 19 - Post Installed Concrete Anchors. Expansion anchors shall be Mini-tindercut+ as supplied by DEWALT, Towson, MD. Anchors shall be installed in accordance with published instructions and the Authority Having Jurisdiction. )EWALT GINEERED BY ?owers SECTION CONTENTS General Information.........................1 Installation Instructions..................2 Reference Data (ASD)......................3 Strength Design (SD).......................4 Ordering Information.......................6 ft I INSTALLATION INSTRUCTIONS INSTALLATION INSTRUCTIONS IINSTALLATIONPROCEDURE (US LiL1ib1PLUS tSYSTEM) . .. r:. Using the required stop . ,.... . Remove dust and 7 7,7, Attach the required . . .... Insert threaded rod debris from hole . . . SDS setting tool . .' '. or boft full depth the base material to the required depth using / (e.g. suction forced airremove to the hammer drill Mount the into the .i.., drill bit, drill a hole into . 1 . Mini Undercut+ . the shoulder of the . • loose particles left • . open end of the taking care drill be as a guide. The from drilling, anchor onto the not to exceed tolerances of the drill setting tool. Drive .. the maximum I bit used must meet the the anchor into tightening torque requirements of NISI the hole until the of the steel insert Standard B212.15. shoulder of the element, T. anchor is flush with the base material. Installation Information for Mini-Undercut+ Anchor123 Anchor Property/Setting lufonnatlon Symbol Units Nominal Anchor Diameter (Inch) 318 Anchor outside diameter da in. (mm) 0.625 (15.9) Internal thread diameter (UNC) d in. (mm) 3/8 (9.5) Nominal drill bit diameter dbft in. (mm) 5/8 ANSI Minimum nominal embedment depth hoom in. (mm) 3/4 (19) Effective embedment depth het in. 3/4 (mm) (19) Hole depth h0 in. 3/4 (mm) (19) Overall anchor length (before setting) Lch 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 d in. steel insert element _(following_anchor 7/16 _installation) Minimum member thickness in normal-weight hmin in. 2-1/2 concrete (mm) (64) Minimum cover thickness in hollow core concrete h min in. 1-1/2 slabs (see Hollow-Core concrete figure) . core (mm) (38) Critical edge distance cco in. 2-1/4 (mm) (57) Minimum edge distance cmin in. 2-1/2 (mm) (64) Minimum spacing distance Smu in. (mm) 2-3/4 (70) Maximum installation torque Tmae ft-lb. (fJrn) 5 (7) Effective tensile stress area A0 in.' 0.044 (undercut anchor body) (mm (28.4) Minimum specified ultimate strength fm psi (N/mm°) 95000 (655) Minimum specified yield strength fya psi (f'J/mm°) 76,000 (524) Mean axial stiffness4 Uncracked concrete lbfliin. 50,400 Cracked concrete lbffin. 29,120 For SI: 1 inch = 25.4 mm, 1 ft-lbf = 1.356 N-m. The information presented in this table is to be used in conjunction with the design criteria of AC-1 318-14 Chapter 17 or ACI 318-11 Appendix 0, as applicable. For installation detail for anchors in hollow-core concrete slabs, see Hollow-Core concrete figure. The embedment depth, 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. REFERENCE DATA (ASD) MinLlIniiør..&,. Ant.hnr 11nCil 1 •• t#.H. i. V an h A d.51 .4 ,. 'rl.4 '19 %I 'h .i-1 LJ c== h• 'h II 'S dj ISM STOP DRILL BIT MINI-UNDERCUT.,. SETTING TOOL Before After Mini-Undercut.i. Anchor Installed with Steel Insert Element Do not ecceed Do not exceed REFERENCE DATA (ASD) Ultimate and Allowable Tension Load Capacities for Mini-Undercut+ In Normal-Weight Concrete1'23 Minimum Concrete Compressive Strength Nominal f'c = 3,000 psi (20.7 MPa) 1°c = 4,000 psi (27.6 MPa) Mlnlmjj1 Anchor DI Embed. Ultimate Allowable Ultimate Allowable Tension Shear Tension Shear Tension Shear Tension Shear d in. In (nun) lbs His lbs lbs lbs lbs His lbs (klt) (ku) (kN) (dlt) (kN) (kN) 38 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 beat 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' 23 Minimum Concrete Compressive Strength Nominal 1°c = 5,000 psi (34.5 MPa) 1°c = 6,000 psi (41.4 MPa) 1°c = 8,000 psi (55.2 MPa) Anchor Diameter d J'%. Ultimate Allowable Ultimate Allowable Ultimate Allowable Tension Shear Tension Shear Tension Shear Tension Shear Tension Shear Tension Shear In. in. (mm) His lbs lbs lbs lbs lbs lbs His His His lbs His (kN) (kN) (1W) (1W) (kN) (1W) (1W) (kN) (1W) (1W) (1W) 3/8 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 max MaL MaL MtnMD,doneot. (lP) ç 0 ?]'O •• :., o ••• ei•o ._' k , : i. Li . Do not tooted Do not exceed REFERENCE DATA (ASD) qDD Il.J.._.A - k____... .._L._!• 1 -. i-t•4 did,' :_i• 'h'41 :r T. A : d on hoon T: • STOP DRILL BIT MlNl-UNLiERCUT-i. Before After iRI itIc11I.Ti Mini-Undercut+ Anchor Installed with Steel Insert Element I'! REFERENCE DATA (ASD) Ultimate and Allowable Tension Load Capacities for Mini-Undercut+ In Normal-Weight Concretet2° Minimum Concrete Compressive Strength Nominal Minimum t'c = 3,000 psi (20.7 MPa) f'c = 4,000 psi (27.6 MPa) Rod! Nominal Anchor Diameter Embed. Depth Ultimate Allowable Ultimate Allowable Tension Shear Tension Shear Tension Shear Tension Shear d in. in. (mm) lbs lbs HIS lbs HIS HIS lbs lbs No (idi) (kN) (ku) (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 most 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 Minimum nal f'c = 5,000 psi (34.5 MPa) fe = 6,000 psi (41.4 MPa) fe = 8,000 psi (55.2 MPa) Anchor Diameter Enihod. Depth Ultimate Allowable Ultimate Allowable Ultimate Allowable Tension Shear Tension Shear Tension Shear Tension Shear Tension Shear Tension Shear d In. hi. (mm) lbs lbs lbs lbs lbs lbs lbs lbs lbs lbs lbs lbs (kN) (kN) (kN) WO pq (1W) (1W) (1W) (1W) (1W) (1W) (Id) 3/8 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 12 Moe. -. '•....'.'. '.', ..' .8-1/2.. '...... Mit 5 1.1/2" .. •. '.. '.. .. '..• . '•. MI.,\ C.) Mtel4jed,n,tit+ (lOp) at I STRENGTH DESIGN (SD) STRENGTh DESIGN Tension Design Information for Mini-Undercut+ Anchors in the Underside of F,I,,!)Er 7ESR!3 ED 6) Normal-weight Concrete and the Underside of Hollow-Core Concrete Slabs"2'34'5'°'7 912 Nominal Anchor Size I Threaded Rod Diameter (Inch) Design Characteristic Notation Units 3/8 Anchor category 1, 2 or 3 - 1 Nominal embedment depth hnom in. 3/4 9) Steel Strength In Tension (ACI 318-1417.4.1 or ACI 318-110.5.1) Steel strength in tension Nm lb 4,180 (18.6) Reduction factor for steel strength - 0.65 Concrete Breakout Strength in Tension (ACI 318-14 17.4.2 or ACI 318-11 D.5.2) Effective embedment h0t in. 3/4 (mm) (19) Effectiveness factor for uncracked concrete ku= 24 Effectiveness factor for cracked concrete k - 17 Modification factor for cracked and 1 (see note 5) .0 uncracked concrete Critical edge distance cas in.21 Reduction factor, concrete breakout strength' - 0.40 Pullout Strength In Tension (ACI 318-14 17A.3 or ACI 318-110.5.3) Pullout strength, uncracked concrete Np,uncr lb See note 7 Pullout strength, cracked concrete N9,0 lb 455 Reduction factor, pullout strength - 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 lb (kJ) 410 (1.82) Reduction factor, pullout strength, seismic , - 0.40 For SI: 1 inch = 25.4 mm, 1 ksi = 6.894 Wmm0; 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-I1 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 Section 9.2. The threaded rod or bolt strength must also be checked, and the controlling value of Ow between the anchor and rod must be used for design. Select the appropnate effectiveness factor for cracked concrete (ko) or uncracked concrete lJco) and use t1l/.ji = 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)°' for psi or (f'c / 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'c / 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 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 Slabs"°'34'56 ICC-ES ESR-3912 IS Design Characteristic Notation Units Nominal Anchor Size I Threaded Rod Diameter (tech) 3/8 Anchor category 1, 2 or 3 - 1 Nominal embedment depth hnom (nun) (19) Steel Strength in Shear (ACI 318-1417.5.1 or ACI 318-11 0.6.1) Steel strength in shear Vsa lb 985 (<fJ) (44) Reduction factor, steel strength - 0.60 SteelStrength In Shear for Seismic (ACI 318-14 17.2.3.3 or ACI 318-11 D.3.3.3) Steel strength in shear, seismic V. el lb J) 895 (C Reduction factor, steel strength in shear, seismic - 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 Nominal outside anchor diameter da in. 0.625 Reduction factor for concrete breakout strength 0 - 0.45 Pryout Strength in Shear (ACI 318-1417.5.3 or ACI 318-11 0.6.3) Coefficient for pryout strength km - 1.0 Effective embedment hei in. 3/4 (19) Reduction factor, pryout strength - 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 1701 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 Section 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 318-14 or equation D-29 in ACI 318-11 D.6.1.2. Reported values for steel strength in shear for the Mini-IJndercut+- 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 Ca t. No. M lnl-Undercut+ Rod/Anchor Dia. I SW. I I PFM2101720 3/8 SDS+ Setting Tool - PT Anchor 3/8 1 Mini-Undercut+ Ordering Matrix Description I Anchor Cat No. Accu Bit' SOS Plus Setting Tool I I Recommended SDS I I Cat. No. Cat No. Hammer-Tools (DEWAL1) I I I 3/8 x 3/4" Mini-Undercut+ PFM2111820 I PPA2431720 I PFM2101720 F DCH273, DCH1 33, D25133, D25262 ORDERING INFORMATION ORDERING INFORMATION Mini-Undercut+ Cat No. Anchor Size Rod/Anchor Din. Drill Diameter Overall Length Box Qty. Ctn. (fly. PFM2111820 3/8 x 3/4" 3/8 5/8 3/4' 100 600 Accu-Bir for DEWALT Mini-Undercut+ Cat No. Mini-Undercut+ Size Rod/Anchor Din. I Drill I Diameter I Drill Depth Std. Pack PPA2431720 5/8 x 3/4" Stop Drill Bit - PT Anchor 3/8 I 5/8" 3/4" 1 SOS Plus Setting Tool for DEWALT Mini-Undercut+ DIVISION: 030000—CONCRETE SECTION: 03 1600—CONCRETE ANCHORS REPORT HOLDER: 701 EAST JOPPA ROAD TOWSON, MARYLAND 21286 EVALUATION SUBJECT: MINI-UNDERCUT+TM ANCHORS IN CRACKED AND UNCRACKED CONCRETE (DEWALT) ICC ICC ICC C PMG LISTED Look for the trusted marks of Conformity! "2014 Recipient of Prestigious Western States Seismic Policy Council (WSSPC) Award in Excellence" I"- U WERNM1ONAt A Subsidiary of coDEcouNcir MRS ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not SCCAoo,.d• 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 SOIIEC t706S ocs to any finding or other matter in this report, or as to any product covered by the report. Pràd,,ciCoidflcollbn Body dm00 - Cnnvriht © 7017 ICC FwiIiitinn Sprvirp II ( All rights resrvd. In 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 0000—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 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 IBC, 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-Undercut® anchors are internally threaded undercutting anchors which receive threaded steel inserts such as threaded rods and bolts in 3/8-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 IBC. 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 IBC, 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 the subject of the report or a recommendation for 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. MM— Coovriaht©2017 ICC Evaluation Service. LLC. All riahts reserved. Paae I of 9 - 11 ESR-3912 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, qs, 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 17.2.7orACI 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, Nsa,md, as illustrated in Table 5 of this report. The lesser of ØNsa,d in Table 5 or bNsa 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 Net, or NCb9: The nominal concrete breakout strength of a single anchor or a group of anchors in tension, NCb 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 h01 and kcr 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 kun0r as given in Table 2 of this report and with Pc,N = 1.0. 4.1.4 Requirements for Static Pullout Strength in Tension, N: 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, Nper and Np,uncr, respectively, is given in Table 2. In lieu of ACI 318-14 17.4.3.6 or ACI 318-11 0.5.3.6, as applicable, P,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' = Np,cr J o (lb, psi) (Eq-1) N f = Np,cr f 2 (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 !\'p,uncr 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, V55: The nominal static steel strength in shear, Vsa, of a single anchor must be taken as the threaded steel element strnnth V. nivpn in Thhle R nf this rAnnrl Thp Issr Of cbVsamd in Table 5 or oVs,, 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. 0-28 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, V0b or VCb9, 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 4 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, VCb 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, hmin,coro, in lieu of hi,,, in the determination of A 0. Minimum member cover thickness for anchors in the hollow-core concrete slabs is given in Table I and shown in Figure 4 of this report, as applicable. 4.1.7 Requirements for Static Concrete Pryout Strength in Shear, Vs,., or Vcpg The nominal concrete pryout strength of a single anchor or group of anchors, V, or Vcpg, respectively, must be calculated in accordance with ACI 318-14 17.5.3 or ACI 318-11 0.6.3, as applicable, using the value of k p provided in Table 3, and the value of Nb or Nb9 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 ISO. 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 0.5 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-I1 D.i, 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 0.3.3.4, D.3.3.5, D.3.3.6 or 0.3.3.7; or ACI 318-08 D.3.3.4, 0.3.3.5 or 0.3.3.6, as applicable. The 3/8-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 0.5.2, 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-I1 0.5.3.2, as applicable, the appropriate value for nominal nulloLJt strenath in tension for seismic loads. N 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, Vsa,eq 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 < c8 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 0.5.2, as applicable, must be further multiplied by the factor qlpN as given by Eq 2: 4icp,N = . (Eq-2) c'w whereby the factor tJJCp,N need not be taken less than Cac For all other cases, t/Jcp,N = 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 cmin as given in Table I 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: Tallowab!e,ASD = q$N I a (Eq-3) Vayowable,ASD = çbVn I a (Eq-4) where: Tallowable,ASD = Allowable tension load (lbf or kN) Va,,OWObIO,Aso = Allowable shear load (lbf or kN) ON = 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 0, ACI 318-08 Appendix D and 2009 IBC Section 1908.1.9, and Section 4.1 of this report, as applicable (lbf or kN). q$Vn = 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 ADoendix D. ACI 318-08 Appendix 0 and 2009 IBC Section 1908.1.9, and Section 4.1 of this report, as applicable (lbf or kN). a = 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 :5 0.2Va/1owab/8ASD, the full allowable load in tension Taljowabje,ASD must be permitted. For tension loads T :5 0.2Ta11owab1e,ASD, the full allowable load in shear VallowableASO must be permitted. For all other cases: T,pp1ied + Vappl,d < 1.2 (Eq-5) Tapowa!e ASD Vaflowab!e, ASD 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 1. 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-3912 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's, 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 ICC-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 / 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 (AC10) 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). TABLE A-INSTALLATION AND DESIGN INDEX' Product Name I Installation I Specifications I Tension Design Data I Shear Design Data Concrete I Hollow-core Concrete Slabs I Concrete I Hollow-core Concrete Slabs Mini-Undercut+ Table 1 Table 2 Table 2 Table 3 Table 3 Concrete Type Concrete State Anchor Nominal Size Seismic Design Categories1 Cracked /8 A through F Normal-weight Uncracked 3 /8 A through F For SI: 1 inch = 25.4 mm. For pound-inch units: 1 mm = 0.03937 inch. 'Reference 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 (SDS) Mini-Undercut+ Anchor Setting Tool (SDS) DEWALT Recommended SDS Hammer-Tools PPA2431720 PFM211 1820 PFM2101720 DCH273, DCH1 33, D25133, D252621 'Refer to Table 1 for required approximate tool impact power. 1A ESR-3912 I Most Widely Accepted and Trusted Page 5 of 9 H FIGURE 1A—MINI- UNDERCUT+ ANCHOR DETAIL FIGURE lB—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 I Threaded Rod Diameter (inch) 3 Anchor Property I Setting Information Symbol Units /8 Nominal outside anchor diameter d9 in. (mm) 0.625 (15.9) Internal thread diameter (UNC) d in. (mm) 0.375 (9.5) Nominal stop drill bit diameter dbl, in. /8 ANSI Minimum nominal embedment depth hnom in. (mm) 3/4 (19) Effective embedment het in. (mm) 3 /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. 7/16 steel insert element (following anchor installation) Minimum member thickness in normal-weight hm,n in. 21/2 concrete (mm) (64) Minimum cover thickness in hollow core concrete h,,,,0 core in. 11/2 slabs (see Figure 4) (mm) (38) Critical edge distance C80 in. (mm) 21/4 (57) Minimum edge distance Cmi, in. (mm) 21/2 (64) Minimum spacing distance sm,, in. (mm) 2/4 (70) Max. installation torque Tma, ft-lb. (N-m) 5 (7) Effective tensile stress area Ase in.2 0.044 (undercut anchor body) (mm2) (28.4) Minimum specified ultimate strength f,,8 psi (N/mm2) 95,000 (655) Minimum specified yield strength fy. psi (N/mm2) 76,000 (524) Mean axial stiffness4 lUncracked concrete I j&u lbf/in. 50,400 jCracked concrete for lbf/irt. 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 ACt 318-14 Chapter 17 orACl 318-11 Appendix D, as applicable. 2For installation detail for anchors in hollow-core concrete slabs, see Figure 4. 3me 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. ic ESR-3912 I Most Widely Accepted and Trusted . - Page 6 of 9 bit 4: : : : _dbj—i *. hAji ;j;fl4 • 11.T hi rnhlF hnOn !KJWL4 lVIZ/FF WI 1W7J7 'UI III FIGURE 2—MINI-UNDERCUT+ ANCHOR INSTALLED WITH STEEL INSERT ELEMENT -' 1.) Using the _,•.••• ••••, •• '..,2) Remove ..3.) Attach the required stop drill bit, drill into ahole ' ' / ' dust and debris hole required SDS . \ / •.;'from using ., setting tool fo the the base material to . 'j-f' ja hand pump, hammer-drill. the required depth compressed air Mount the open using the shoulder or a vacuum end of the anchor of the drill bit as a (e.g. forced air, onto the setting guide. The suction) to tool. Drive the tolerances of the drill remove loose anchor into the bit used must meet particles left hole until the the requirements of from drilling. / \shoulder of the ANSI Standard " -s " "anchor is flush with B212.15. the base material. .4 .) Insert threaded c - , rod or bolt full depth into the Mini- • Wndercut+, taking care not to exceed the maximum tightening torque of the steel insert element, Tmax FIGURE 3—MINI-UNDERCUTI- 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'I- ANCHORS IN THE UNDERSIDE OF NORMAL-WEIGHT CONCRETE AND THE UNDERSIDE OF HOLLOW CORE CONCRETE SLABS1'234'8'6'7 Design Characteristic Notation Units Nominal Anchor Size / Threaded Rod Diameter (in.) 3 /8 inch Anchor category 1 2 or 3 - 1 Nominal embedment depth hnom in. (mm) /4 (19) STEEL STRENGTH IN TENSION (ACI 318-14 17.4.1 or ACI 318-11 D.5.1) Steel strength in tension Nsa lb 4,180 (kN) (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 h0f in. 0.75 (mm) (19) Effectiveness factor for uncracked concrete k555, - 24 Effectiveness factor for cracked concrete kcr - 17 Modification factor for cracked and uncracked concrete 1PC,N - 1.0 (see note 5) Critical edge distance Cac (mm) (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 Npuncr lb See note 7 Pullout strength, cracked concrete Nper 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 d Np,51 lb Q 410 (182) Reduction factor, pullout strength, seismic 0 1 - 0.40 For Si: 1 inch = 25.4 mm, 1 ksi = 6.894 N/mm5; 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. 2lnstallation 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. 4The 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 (k5,) or uncracked concrete (k555,) and use IJJ5N = 1.0. 6For calculation of N 0 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'5 / 2,500)0' for psi or (f'5 /17.2)05. For hollow-core concrete slabs the characteristic pullout stren%th for concrete compressive strengths greater than 6,000 psi for anchors may be increased by multiplying the value in the table by (f'5 / 6,000)° for psi or (f'5 / 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. 17 ESR-39121 Most Widely Accepted and Trusted Page 8of9 TABLE 3-SHEAR DESIGN INFORMATION FOR MINI-UNDERCUT+ ANCHORS IN THE UNDERSIDE OF NORMAL-WEIGHT CONCRETE AND THE UNDERSIDE OF HOLLOW CORE CONCRETE SLABS' 2,3,4,6,6 Nominal Anchor Size I Threaded Rod Diameter (in.) Design Characteristic Notation Units 3/8 inch Anchor category 1, 2 or 3 - Nominal embedment depth h00,,, in. (19) STEEL STRENGTH IN SHEAR (ACI 318-14 17.5.1 or ACI 318-11 D.6.1) Steel strength in shear V00 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 V00 eq lb ( 895 (4.0) 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 6 in. (mm) 0.75 (19) Nominal outside anchor diameter d0 in. (mm) 0.625 (15.9) Reduction factor for concrete breakout strength 0 - 0.45 PRYOUT STRENGTH IN SHEAR (ACI 318-14 17,5,3 or ACI 318-11 D.6.3) Coefficient for pryout strength k00 - 1.0 Effective embedment het in. (mm) 0.75 (19) Reduction factor, pryout strength 0 - 1 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 0, 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 21n5ta11ation must comply with manufacturer's published installation instructions and details. 3A11 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 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 I MIN. SPECIFIEDI MIN. SPECIFIED I f IELONGATIONI REDUCTION I THREADED ROD SPECIFICATION UNITS 1 ULTIMATE 1 YIELD STRENGTH I - I MINIMUM I OF AREA RELATED NUT 1 I I I STRENGTH, f 10.2 PERCENT OFFSET, F3,, I I PERCENT ] MIN. PERCENT SPECIFICATION I Carbon ASTM A36/A36M1 and psi I 58,000 36,000 ASTM A194 I I I Steel F15542 Grade 36 (MPa) I (400) (248) 1.61 23 40 (50 for A36) A563 Grade A For SI: 1 inch = 25.4 mm, I psi = 0.006897 MPa. For pound-inch units: 1 mm = 0.03937 inch, 1 MPa = 145.0 psi. Specification for Carbon Structural Steel. 25tandard Specification for Anchor Bolts, Steel, 36, 55, and 105-ksi 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,,,d in. 0.375 (m m) (9.5) Threaded rod effective cross-sectional area Ase in2 2 (mm ) 0.078 (50) Nominal tension strength of threaded rod as Nsa,md lb 4,525 governed by steel strength ASTM A36 or F1554, Grade 36 (kN) (20.0) Nominal tension strength of threaded rod as N sa,ma,eq lb 4,525 governed by steel strength, seismic (kN) (20.0) Nominal shear strength of threaded rod as V0 lb 2,695 governed by steel strength ASTM A36 or F1554, Grade 36 'rod (kN) (12.0) Nominal shear strength of threaded rod as eq lb 1,900 governed by steel strength, seismic (kN) (8.4) For SI: 1 inch = 25.4 mm, 1 pound = 0.00445 kN, 1 in = 645.2 mm2, For pound-inch unit: 1mm = 0.03937 inches. 'Values provided for steel element material types, or equivalent, based on minimum specified strengths; Nss.rod and Vro,d 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. Vro,,oq must be taken as 0.7V00,,. 2ØN00 shall be the lower of the ON d or q$N0, for static steel strength in tension; for seismic loading ØN00,,0 shall be the lower of the ØN00,,,,4,, or 3OV, shall be the lower of the OVro,w or bV0,, for static steel strength in tension; for seismic loading ØV00,, shall be the lower of the ØVse,,,eq or qtVs,.,q. 4Strength reduction factors shall be taken from ACI 318-14 17.3.3 or ACI 318-11 D.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 010 applies when the load combinations of Section 1605.2 of the 113C, ACI 318-14 5.3 or ACI 318-11 9.2, as applicable, are used in accordance with ACI 318-14 170').... flf'I 010 11 fl .1 0 ICC-ES Evaluation Report ESR-3912 LABC and LARC Supplement Issued May 2017 This report is subject to renewal October 2017. www.icc-es.org I (800) 423-6587 I (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 0300 00—CONCRETE Section: 03 16 00—Concrete Anchors REPORT HOLDER: DEWALT 701 EAST JOPPA ROAD TOWSON, MARYLAND 21286 (800) 524-3244 www.dewalt.com engineerinq(powers.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 MiniUndercut+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. 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 the subject of the report or a recommendation for 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. - coDvriaht © 2017 icc Evaluation Service. LLc. All riahts reserved. Paae 9 of 9 IQ APPROVALS llangermate+ For Steel - Vertical & <A:Ii~3-~. > ULTIMATE IILI DESCRIPTION HANG ROD DRIVER MIN. MAX. TENSILE LOAD LOAD PIPE UL PIPE FM SIZE THICK. THICK. (MATERIAL DIRECTION SIZE THICK. SIZE THICK. THICKNESS) itMIiIIIiI 1/4-20 1" #3 Vert. 1/4 PFM2201200 0.060 0.250 2,375 (0.125) - - - - - IiKtflhiIiI 1/4-20 xl' #3 Vert. 3/8 PFM2201200 0.060 0.250 2,375 (0.125) V 4" 0.060 - - 4iltS1I 1/4-20x1" #3/nut Vert. 3/8 PFM2201200 0.060 0.250 4,690(0.125') V 4" 0.125" 4" 12 ga. VK4iIl1iI 1/4"-20x1-1/2#5 Vert. 3/8" PFM2201200 0.188 0.250 3,675(0.188") V 4" 0.060" 4" 16 ga. :V4'MII1I 1/4-20x1-1/2"#5/nut Vert. 3/8" PFM2201200 0.060 0.250 5,810(0.188") V 4" 0.125" 4" 12 ga. 1KhiMI,III 1/4-20x1-1/2"#3 Vert. 3/8" PFM2201200 0.188 0.250 2,375(0.125") V 4' 0.060" - - IsJl 1/4-20x 1-1/2" #3/nut Vert. 3/8" PFM2201200 0.060 0.250 4,690(0.125") V 4" 0.060" - - KPII*1iI 1/4-20x2'#3 Vert. 3/8" PFM2201200 0.060 0.250 2,375(0.125") V 4" 0.125" Hangermate+ For Steel - Horizontal iftI.I 1/4-20 x 1" #3 Horiz. 3/8' PFM2201200 0.060 0.250 2,570(0.111") H - - - - iKWliI*1I 1/4-20x 1" #/nut Horiz. 3/8" PFM2201200 0.060 0.250 2,810(0.111") H 4" 0.060" 4' 16 ga. PIiI 1/4-20x 1-1/2 #3 Horiz. 3/8" PFM2201200 0.060 0.250 2,570(0.111") H - - - - ilI 1/4-20x 1-1/2" #3/nut Horiz. 3/8' PFM2201200 0.060 0.250 2,810(0.111") H 4" 0.060" 4" 16 ga. P?WlDI 1/4-20 x 1-1/2" #5 Horiz. 3/8" PFM2201200 0.060 0.500 3,530 (0.188') H - - - - lP?hVlS]I 1/4-20 x 1-1/2" #5/nut Horiz. 3/8" PFM2201200 0.060 0.500 2,810 (0.111") H 4" 0.060" 4' 16 ga. Hangermate+ Pivot For Steel- Angled Applications 3,2101(0.188") V - - - - IKHIlOI 1/4-20 xl" #3 Variable 3/8" PFM2201250 0.060 0.188 975(0.1:88') 45 - - - - ItYK!MI&iIiI 12-20 x 1-3/4" #5 Variable 3/8" PFM2201250 0.11 0.1:88 3,270 (0.188") V - - - - 975 (0.188") 45 - - - - KPUWATtI 1/4-14x 1' #3 Variable 3/8" PFM2201250 0.188 0.5 2,875;(0.188")] 'V - - - - 875 (0,188") 45' - - - - He +SunderFor'l - DuaI i %I 2 1 V 4" 0.060" 4" 16 ga. I?IiIiI 1/4-20x1' #3/nut 3/8' PFM2201300 0.060 0.210 125") L4,6990 1norz.H 4" 0.060" 4" 16 ga. M?4*AF'Zs]lI 1/4-20x 1-1/2 #3/nut 3/8" PFM2201300 nOrZ. 0.060 0.210 4,690(0.125") V 4' 0.060" 4' 16 ga. H 4" 0.060" 4" 16 ga. ' 9 Vert. V 4" 0.060" 4' 16 ga. PKIi1I 1/4-20x1-1/2'# nut ' 3/8 PFM2201300 017. 0.188 0.500 4,690(0.125) " H 4" 0.060" 4" 16 ga. Iangermate+ For Steel - Acoustical Ceiling Screw Eyelet 99Fff9. 3/16" x 2" 3/16" PFM2201350 - 0.060 590 (0.188") - - - - - JYiW. L1 3/16" x 3-1/4" 3/16" PFM2201350 - 0.060 590 (0.188") - - - - - Loads vary depending on steel thickness. Contact DEWALT for more information. DEWALT GENERAL INFORMATION NEERED Br?owers GENERAL INFORMATION SECTION CONTENTS S USPENDER®General Information.........................1 Material Specifications ................ ... 2 Rod Hanging Anchors Installation Specifications .............. 2 PRODUCT__________________________________________ IlJlI]4.H;Ili[,] Performance Data............................3 Ordering Information.......................4 Suspender threaded rod anchors are a next step in the evolution of threaded rod anchoring. These one-piece anchors feature heads that are both end-tapped and crosstapped to permit both in-line flfl flflI n,,I,. ..,IA .....A systems, IIIUUII urI9 aiiu IUIIIUUIIUIIy UI UIIC4UCU uu eye rings and lJiUIC. Suspender anchors feature a universal driver (socket or sleeve) to drive all anchor sizes. The Suspender drive sleeve eases switching between drilling and driving in concrete applications However, only the Suspender drive socket is needed with the self-drilling anchors for wood and steel, .STEEL SUSPENDER or in pre-drilled applications. This new system allows you to consolidate your inventory to complete a project and reduces downtime required to retrieve the correct part GENERAL APPLICATIONS AND USES WOOD SUSPENDER Hanging Pipe and Sprinkler Systems • HVAC Ductwork and Strut Channels 1 • Suspending Conduit and Cable Trays • Suspended Ceilings Lighting Systems and Overhead Utilities • Electrical Systems ! FEATURES AND BENEFITS W I + Ease and speed of overhead installation - mi + Lower in-place cost, when compared to beam clamps, lag bolts and dropins ® + Solid, one-piece, cold formed and machined anchor + New head style is both end and cross drilled to accept vertical fin-line) and J horizontal (side-mount) applications + Entire system requires only one driver + 3/8' to 1/2" thread adapter allows installation of 1/2-13 threaded rod components APPROVALS AND !ii(l-1 FM Approvals (FIVe - see listing for applicable sizes and types Pipe Hangers components for automatic sprinkler systems - File No. JI 3015153 Underwriters Laboratory (UL) - see listing for applicable sizes and types Pipe Hangers - File No. EX1289 GUIDE SPECIFIC I(iIl CSI Divisions: 03 16 00 - Concrete Anchors, 05 05 23 - Metal Fastenings and 06 05 23 - Wood, Plastic, and Composite Fastenings. Rod Hangers shall be Suspender anchors as supplied by DEWALT, Towson, MD. Anchors shall be installed in accordance with published instruction and the Authority Having Jurisdiction. CONCRETE SUSPENDER ANCHOR MATERIALS Zinc Plated Carbon Steel ANCHOR SIZE RANGE (ITh) 3/8" for Steel 3/8 for Wood 3/8" for Concrete ([breaded Coupler Heads) ThREAD VERSION Unified Coarse Thread (UNC) SUITABLE BASE MATERIALS Steel Purtins and Beams Wood and Timber Concrete Members www.DEWALTcom ENONEERED iy ?ower MATERIAL SPECIFICATIONS MATERIAL SPECIFICATIONS Component Component Material Screw Body Case hardened carbon steel Coupling (UNC thread) Case hardened carbon steel Zinc Plating ASTM 8633, SC1, Type Ill (Fe/Zn5) INSTALLATION SPECIFICATIONS Steel Susnender Rod Coupler Size 3/8" Coupling Thread Size (1JNC) 3/8-16 Coupling Thread Depth (in.) 3/8 Coupling Height (in.) 1 Socket Driver Size (in.) 1/2 Note: the side mount couplings have (liii thread depth (through head). Concrete Susnender Rod Coupler Size 318" ANSI Drill Bit (in.) 1/4 Overall Screw Shank Length 2-1/4 Anchor Thread Length (in.) 2 Coupler I Washing Height (in.) 1 Coupling Thread Size JNC) 3/8-16 Coupling Thread Depth (in.) 1/2 Socket Driver Size (in.) 1/2 Note: the side mount couplings have full thread depth (through head). Wood Susnender Rod Coupler Size 3/8" Coupling Thread Size (IJNC) 3/8-16 Coupling Thread Depth (in.) 3/8 Coupling Height (in.) 1 Socket Driver Size (in.) 1/2 Note: the side mount couplings have full thread depth (through head). Installation Guidelines 1. If pre-drilling is required (certain types of wood 2. Select the appropriate socket driver for the anchor 3. Thread the appropriate diameter steel threaded truss/wood joist and all concrete base materials), size and type to be installed and mount into chuck rod or threaded bolt into the coupling. The threaded select the recommended drill bit type and diameter. of installation tool. Insert the coupling head into the rod or bolt should fully engage the thread length socket driver, and install perpendicular to the base of the coupling on a vertical mount fastener. The For concrete, drill a hole to the appropriate material surface. Drive the fastener with a smooth threaded rod or threaded portion of the bolt can pass embedment depth, adding at least 1/4 to the drilling steady motion until the driver and coupling is seated through coupling of a side mount attachment depth to prevent the tip of the fastener from running against the surface of the base material. into the back of the anchor hole during installation. When installing Suspender, eye protection should be worn as a safety precaution. For UL and/or FM listings for hangers Steel Suspender should be installed with a retaining nut for parts that are packaged with a nut (see performance data and listings as applicable). Suggested drill speed for Steel Suspender installations is 1200 to 1800 rpm. Steel Concrete 1.I off I- Install with appropriate sized steel socket driver. Install with appropriate sized concrete socket driver. 1-800-4 WALt PERFORMANCE DATA ENGINEERED sr?owers PERFORMANCE DATA Suspender for Steel - Dual Direction Cat No. Screw Description Mould Direction Rod Size No fld'ior . M Thick. max. Load DirectionPipe UL In. In.Size __ Thick. ThickSbz. PFM22711ON 1/4-20 xl" #3/nut Vert. & 3/8 PFM2201300 0060 .. 0188 V 4" 0.060 4" 16 ga. H 4" 0.060 4" 16 ga. Horiz. PFM227120N 1/4-20 x 1-1/2 #3/nut Horiz. 3/8 PFM2201300 0.060 0.188 H 4" 0.060' 4" 16 ga. PFM227130N 1/4-20 x 1-1/2" #5/nut Vert. & 3/8" PFM2201300 0.125 0.500 V 4" 0.060' 4" 16 ga. H 4" 0.060" 4" 16 ga. Hoz. Suspender for Steel - Ultimate Load Capacities when Installed In Steel =CILNI Screw Description Direction Mount Rod Coupler Size Steel g I Thickness 1010.060 Its. 1410.075 lbs. 1210.105 lbs. I 1/810.125 f lbs. I 3/1610.187 Ib I 1/410,250 lb I 11210.500 lbs. Suspender For Steel - Vertical PFM22711ON 1/4-20x1"#3 Vertical 3/8 785 1,140 1,740 2,375 4,695 - - 1/4-20 xl" #3/nut Vertical 3/8 3,435 4,025 4,280 4,690 5,810 - - PFM227120N 1/4-20 x 1-1/2" #3 Vertical 3/8 785 1,140 1,740 2,375 4,695 - - 1/4-20 x 1-1/2" #3/nut Vertical 3/8 3,435 4,025 4,280 4,690 4,695 - - PFM227130N 1/4 -20x 1-1/2" #5 Vertical 3/8 - - - - 3,675 5,205 5,205 1/4-20 x -112" #5/nut Vertical 3/8 3,435 4,025 1 4,280 4,690 5,810 5,810 5,810 Suspender For Steel - Horizontal PFM22711ON 1/4-20 x 1" #3 Side 3/8 1,740 1,945 2,420 2,570 2,810 - - 1/4-20 x 1" #3/nut Side 3/8 2,755 2,810 2,570 2,810 2,810 - - PFM227120N 1/4-20 x 1-1/2" #3 Side 3/8 1,740 1,945 2,420 2,570 2,810 - - 1/4-20 x 1-1/2" #3/nut Side 3/8 2,755 2,810 2,570 2,810 2,810 - - PFM227130N 1/4-20 x 1-1/2" #5 Side 3/8 - - - - 2,205 2,810 2,810 1/4-20 x 1-1/2" #5/nut Side 3/8 2,755 1 2,810 1 2,570 2,810 2,810 1 2,810 1 2.810 The values listed above are ultimate load capacities which should be reduced by a minimum safety factor of 3.0 or greater to determine the allowable working load. The strength of the threaded red used with the Suspender anchors must be considered when determining the controlling load capacity of the assembly. Suspender for Wood - Ultimate Load Capacities when Installed in Wood'-' Cat No. Saw Description I Momd Direction Rod I Coupler ___ Driver No. I Ultimate Tension Load I I UL=:=FM I IMmfteSW Suspender For Wood - Vertical PFM2271000 I 5/16" x2-1/2" Vert. 3/8" 1 PFM2201300 I 2,670 4" I 4" Suspender For Wood - Horizontal PFM2271000 I 5/16" x 2-1/2" Side 3/8" PFM2201300 I 1,450 " "Ultimate Loads In Douglas Fir, Pine and Spruce Truss/joist manufacturers may require pre-drilled holes with wood depending on the location of the anchor installation. Consult with the truss/joist manufacturer for details. The values listed above are ultimate load capacities that must be reduced by a minimum safety factor of 3.0 or greater to determine the allowable working load. Suspender for Concrete- Ultimate Load Capacities when Installed In Normal-Weight Concrete12 I Minlmwn Concrete Compressive Strength (re) Cat No. Rod Cou$er I Size I Mount ANSI ill Bit Diameter Embed. z000 psi I 4,000 psi I 81000 PSI i Depth in. In. In. Tension I Shear n I Shear I Tension I Shear IWs.Ilbs.Iths.IWs. 3/8 E2,595 114" x 1-1/2" Vecal 1/4 1-1/2 1,760 2.580 j 2,640 2,770 2,700 The values listed above are ultimate load capacities which must be reduced by a minimum safely factor of 4.0 or greater to determine the allowable working load. Linear interpolation may be used to determine load capacities for intermediate compressive strengths. Suspender for Concrete - Factory Mutual (FM Global) Ustings for Pine Hangers Call. No. RodCouplerSin ScrewDescripilon I MowdDbection - Diameter ANSI Drlfl Bit L Entediment pth In. 111111. pipe site PFM2271 050 1 3/8 1/4" x 1-1/2" Vertical 1/4 1-1/2 4" www.DEWALT.com Fig. 22L2 - One Hole Hanger/Restrainer for CPVC & Steel Pipe Size Range: 3/4" (20mm) thru 2" (50mm) CPVC & steel pipe Material: Pre-Galvanized Steel Function: cULus listed to perform as a hanger and restrainer for CPVC or IPS piping systems.The innovative design also allows for a preferred installation location close to a CPVC fitting without applying damaging compression forces on the pipe which could result in serious Mechanical ESC (Environmental Stress Cracking). Approvals: Underwriters Laboratories listed in the USA (UL) and Canada (cUL) to support fire sprinkler piping. May be installed in wood using fasteners supplied with product, or into minimum 20 gauge (0.9mm) steel using (1) ¼" xl" tek type screw. Meets and exceeds the requirements of NFPA 13, 13R and 13D. Installation Note: Comes in open position for easier installation. Because of multi-structural installation I I possibilities, specific fastener not included; see notes below for various applications.Only requires one fastener, reducing installation time. Flared edge design protects CPVC pipe from damage. Patent Pending For Concrete Installation: UL requires a minimum test load of C us 340 lbs. for CPVC hangers and 750 lbs. for steel pipe hangers; verify anchors meet or exceed these requirements. LEM - For Wood Installation: Test results have shown that #14 x 1 ½" 4 wood screws will support the required load for cULus. c For Steel Installation: Test results have shown that ¼" x 1" 4 (mm. 20ga steel) tek type screw will support required UL load. Finish: Pre-Galvanized 1 '1 Order By: Part number . 1------- 2 / L Mounting L '> / _- V Suace / Hanger/Restrainer Tab Down 1 or Tab Up Pipe Sprinkler Head B i.— Hanger/Restrainer 1 Design Fitting —.1 OD CPVC or Steel Max. Hanger Max. Hanger Approx. Pipe Size A B C ' Spacing - CPVC Spacing - Steel WtJ100 Part # in. (mm) in. (mm) in. (mm) in. (mm) ft. (m) ft. (m) lbs. (kg) 22L2-Y4 Y4" (20) 2½o (55.6) '3' (23.8) 34' (19) 5½ (1.67) N/A N/A 9 (4.1) 221-2-1 1, (25) 2W (63.5) 1 it' (28.6) 34' (19) 6 (1.83) 12 (3.66) 9 4.1) 22L2-134 1W (32) 2'346" (71.4) 1 A' (31.7) 34' (19) 6½ (1.98) 12 (3.66) 11 (5.0) 221_2-1½ 1 ½' (40) 3½' (79.4) 1'A (36.5) 34' (19) 7 (2.13) 15 (4.57) 12 (5.4) 221-2-2 2' (50) 334 (90.5) 1 ½" (41.3) W (19) 8 (2.44) 15 (4.57) 15 (6.8) Eaton 1000 Eaton Boulevard Cleveland, OH 44122 United States Eaton.com B-Line Division 509 West Monroe Street © 2015 Eaton Highland, IL 62249 E UC. I'J All Rights Reserved United States Eaton is a registered trademark. Printed in USA Phone: 800-851-7415 Publication No. 221-2-15 All other trademarks are property Powering Business Worldwide April 2015 www.cooperbline.com/cpvc of their respective owners. ':UsTEOI Fig. 27B (2) Required Hanger and Restraint Application CPVC ClarnDs TOLCO Fig. 28M - Offset Hanger & Restrainer for CPVC Plastic Pipe and IPS Steel Pipe Size Range: 3/4' (20mm) thru 2" (32mm) Material: Steel, Pre-Galvanized Function: Designed to be used as a hanger and restrainer for CPVC piping or steel piping where the 'stand-off design will ease installation by eliminating the need for wood blocking. Features: Flared edge design protects CPVC pipe from any rough or abrasive surfaces Unique snap-on design holds pipe firmly in place and allows retrofit type of installation The "Stand-Off" design eliminates the need for wood block extension Can be installed on horizontal or vertical piping regardless of mounting surface orientation Attaches easily to wood structure with two hex head self-threading screws furnished with product Installs easily using rechargeable electrical driver with /i " (7.9mm) extension socket eliminating impact tool damage to pipe Attaches easily to steel, minimum 18 gauge (1 .024mm) with (2)1/4' x 1" tek type self drilling tapping screws (cULus) Listed as a hanger and a restrainer for fire sprinkler piping Installation Note: When installed in wood structural members and threads from the #10 x 1 screws are exposed, use Fig. 27B (page 36) speed nut to secure Approvals: Underwriters Laboratory Listed in the USA (UL) and Canada (cUL) to support automatic fire sprinkler systems. May be installed into wood using fasteners screws. Meets and exceeds the requirements of NFPA 13, 13R and 13D. Fig. 28M satisfies the UL vertical restraint requirements where needed. Order By: Figure number and pipe size Patent #7,744,042 CPVC Pipe Size A Hole Dia. B C Max Spacing* Approx. Wt./100 Part No. in. (mm) in. (mm) in. (mm) in. (mm) in. (mm) lbs. (kg) 28M-1 1' (25) 276" (54.0) /16 (4.8) 31/2' (88.9) 6'-0' (1829) 12 (5.4) [8M_1tI4 174' (32) 2/16' (58.7) /16' (4.8) 3'/f(88.9) 6'-6" (1981) 13 ()___j 28M-1'/2 1)12 (49) 2/l6' (61.9) /l6 (4.8) 37/4" (98.4) 7'-O" (2133) 14 (6.3) I 28M-2 2' (50) 2/s" (66.7) /16" (4.8) 41/16" (112.7) 8'-0' (2438) 15 (6.8) 1 * Required per NFPA 13 for CPVC plastic pipe I Kil Fig. 27B (1) Required High Side of Hange"( N. Detail A Hanger Application Reduced Spacing For IPS Pipe IPS Pipe Size Max. Hanger Spacing Part No. in. (mm) Ft. (m) I 28'b /4'(20) 1'-9" (1.67) 28-1 1" (25) 1'i0' (1.83) 28-11/ 1)/4(32) 2-4" (1.98) 28-11/2 11/2 (40) 2-9" (2.13) 1 28-2 2' (50) 3-6" (2.44) All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. Eaton 38 B-Line series Fire Protection Solutions Approx. Wt./100 Part No. lbs. (kg) 27B 1.2 (0.5) Pipe Clamps TOLCOTM Fig. 27B - Speed Nut Size Range: - Fits screws supplied with all CPVC hangers. Material: - Pre-Galvanized Steel Finish: - Pre-Galvanized Function: - To be used anywhere a screw cannot achieve full embedment due to thickness of wood structural material when installed. Fig. 27B allows full pull out load capacity of screws when installed to the standard screws supplied with all CPVC hangers (Fig. 22, 23, 24, 28, 28M, 29, and B3184). Fig. 278 (1) Required High Fig. 27B n— -n Side of Hanger ii ii I ii II II II II II ii II II II Ii II (2) Required II. U. Application II II [I II I I II II II II II II II II II ii ii -1r,- II II II II I II II II II I JIl II II II II II II II II JH II II II II II II II II II II - II II — - --- II ii nO II II II II II II II II Ii II II II II II . II Ii II Ii II II II II Ii II U_ -.0 Hanger Application Hanger and Restraint Application I / -- 'I 'I n--li i ii II fl fl III 'I ' III / I II Ii ill II II II II r ' Ii .-::•4_ II II II II Ii II :Sk Ii II Ii II %II II 0' ii ii , II - II II I_u1I I II ii * '-I - II * 1II II 0 11i II S S II ll i lii * 'ii ii I C, Fig. 27B (1) Required i' ll II Ii I High Side of in S - III \j1 Hanger Application ii A I II II IIII iI) II II II II II II II II II II II II II II Ii II II II U_ _u II II U_ jj Hanger Application Hanger and Restraint Application Fig. 27B (2) Required All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line series Pipe Hangers & Supports 101 Eaton Pipe Clamps TOLCO Fig. 24 - Hanger for CPVC Plastic Pipe Double Fastener Strap Side Mounted 0 6" ' Size Range: 3/4" (20mm) thru 2' (50mm) CPVC pipe USTED' Material: Pre-Galvanized Steel Function: Intended to perform as a hanger to support CPVC piping used in C automatic fire sprinkler systems. Can be installed on the top or on the bottom of a beam. Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL) to support fire sprinkler piping. May be installed in wood using fasteners supplied with product, or into minimum 20 gauge (0.912mm) steel using (2) 1/4' x 1' tek type screws. Meets and exceeds the requirements of NFPA 13, 13R and 13D. It Features: Fig. 24 incorporates features which protect the pipe and ease installation. The flared edge design protects the CPVC pipe from any rough surface. Easily attaches to the building structure using the two UL Listed hex head self threading screws* furnished with the product. It is recommended that rechargeable electric drills fitted with a hex socket o attachment be used as installation tools. No impact tools (such as a hammer) are allowed. Damage has been known to result from installations using B impact type tools. No pre-drilling of a pilot hole in wood is required. Finish: Pre-Galvanized B Order By: Part number and pipe size * Hardened hex head self threading screw is furnished with the product and is the minimum fastener size acceptable. '3 IA Part No. CPVC Pipe Size in. (mm) A in. (mm) B in. (mm) C in. (mm) Max. Hanger Spacing R. (m) Fastener Hex Head Size in. (mm) Approx. Wt/100 Lbs. (kg) [ 24-/ 3/4' (20) 2/16" (58.7) 1f32' (27.8) 1/16" (30.2) 51/2 (1.67) /16' (7.9) 9 (4.1) 24-1 1" (25) 2/8' (66.7) 1/16" (33.3) 1/16' (30.2) 6 (1,83) /16' (7.9) 9 (4.1) [ 24-1'/4 11/4" (32) 3" (76.2) 11/2" (38.1) 1/16' (30.2) 61/2 (1.98) /16" (7.9) 11 (5.0) 1 24-11/2 11/2" (40) 31/4" (82.5) 1/8" (42.3) 1 /16" (30.2) 7 (2.13) /16' (7.9) 12 (5.4) J 24-2 2' (50) 311/16" (93.7) 127/32" (43.6) - 1/16" (30.2) 8 (2.44) /16' (7.9) 15 (6.8) 1 All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line series Pipe Hangers & Supports 99 Eaton Features and benefits . UL Listed as a hanger and restraint to support fire sprinkler systems Offset edge helps eliminate abrasion Attaches easily to wood structure Thumb tab provides protection to restrain pipe in rough job site conditions, but is not required to be bent for listed installation Can be used as a single offset hanger by aligning "dimples" with top of mounting surface and utilizing two fasteners in two of the three holes provided Attaches easily to wood structure with two special #10 xl' hex head self- threading screws furnished with product Ideal for mechanical, plumbing and fire sprinkler applications Specifications Pipe size range: Available in 3/4" (20mm), 1' (25mm), and 11/4' (32mm) Material finish: Pre-galvanized steel offers corrosion resistance Approvals Approved by Underwriters Laboratories Listed in the USA (UL) and Canada (cUL) as a hanger and restrainer to support thermoplastic fire sprinkler systems* Meets or exceeds requirements of NFPA 13, 13R and 13D. 00 o TOLCO Fig. 29 series size range expansion Double offset hanger and restrainer for CPVC plastic pipe & IPS steel pipe The TOLCO' Fig. 29 is designed as a hanger and restrainer for CPVC applications such as plastic fire sprinkler pipe. It provides a double offset from mounting surface to help eliminate abrasion, plus its unique design eliminates the need for wood block extension, allowing for retrofit attachment of hanger to the sprinkler pipe. And now, in addition to the existing 3/4" and 1" sizes, the Fig. 29 includes a 11/4' solution to round out the Fig. 29 product size offering. The addition of the 11/4' size provides hanger and restrainer solutions for larger size CPVC pipe installations and projects leading to gained efficiency and cost savings. Part No. Pipe Size in. (mm) Approx. Wt./100 lbs. (kg) 3/4" 1201 118 18.11 J9-1 f 1" 1251 [19 (8.6) 1 29-r/4 Tvi4' (32) 24 (10.8) US Patent No. 9,726,304 Can. Pat. No. 2618941 FITION Powering Business Worldwide US LISTED Not UL or cUL listed for use with metallic pipe. TOLCO Fig. 29 Installation instructions Install using a rechargeable electric drill fitted with a °/ie' (8mm) socket attachment using the special hex head self-tapping screws provided. Install screws until they bottom out. Pipe can be "snapped" into the hanger before or after the installation of the screws to the mounting surface. "Thumb tab" may be bent up to provide additional protection for the pipe but is not required for performance of the hanger or restraint function. 1.5' (38.1n FLUSH_\ 10 0 THUMB TAB 1.5' 1.5w (38.1mm) 13mm 00 DOUBLE OFFSET \\ 000, ri I I 1.5" (38.1 mm) (38.1mm) I * J SINGLE OFFSET I Eaton 1000 Eaton Boulevard Cleveland, OH 44122 United States Eaton.com 13201 Dahlia Street Suite 200 Fontana, CA 92337 United States Phone: 800-851-7415 © 2021 Eaton F T*N All Rights Reserved Printed in USA Publication No. SA310018EN Powering Business Worldwide July 2021 B-Line Division Eaton is a registered trademark. All other trademarks are property of their respective owners. Follow us on social media to get the latest product and support information. 91 13 TOLCO T' Fig. 3 000 - CPVC Sway Brace Attachment Contact your local distributor or customer service for availability & pricing TOLCO" offers complete solutions for your CPVC applications with B-Line series hangers, branch line restlaints, and sway brace attachments The Fig. 3000 is UL Listed as a sway brace to be used with both CPVC and (IPS) steel fire sprinkler pipe, in 1' through 3" diameters. The unique design does not compress the CPVC pipe, and the brace pipe to system pipe offset keeps the brace pipe from leaving harmful residue and oils on the CPVC pipe. Field adjustable, making critical pre-engineering of bracing pipe length unnecessary and requires no threading of bracing pipe. Comes assembled and ready for installation. Fig. 3000 has built-in visual verification of correct installation. Pipe size to be braced: 1" (25mm) thru 3" (80mm) IPS. Pipe size used for bracing: 1" (25mm) Schedule 40 IPS. Used in conjunction with a Fig. 900 Series fitting and joined together with bracing pipe per NFPA 13, forming a complete sway brace assembly. Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Electro-Galvanized. Patent Pending Dimensions Part No. Pipe Size W I H Max. Design Loads Width Height (UL Listed) Fig. 3000-1 1" 4.25" 3.78' 1000 lbs [?3o00-1¼ 11/4" 4.50" 4.13" 1000 lbs Fig. 3000-1½ 1½" 4.75" 4.37" 1000 lbs • [Fig. 3000-2 2' 6.00" 4.75" 1000 lbs Fig. 3000-2Yz 21/2" 6.50" 5.25" 1000 lbs Fig. 3000-3 3" 7.00" 5.88' 1000 lbs ..FMTON Powering Business Worldwide © 2019 Eaton All Rights Reserved Printed in USA Publication No. SA309013EN / CPVC-19 October 2019 c®us LISTED Follow us on social media to get the latest product and support information. 9113 IM 13 M Eaton is a registered trademark. All other trademarks are property of their respective owners. .. Threaded Accessories B3205 - Threaded Rod (right-hand threads - both ends) (TOLCO Fig. 103) B32051 - Threaded Rod (right & left hand threads) Size Range: /8'-16 thru 3-4 rod 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 available with left and right hand threads - specify Fig. B3205L when ordering. Maximum Temperature: 750°F 1399°Cl Finish: Plain or Electro-Galvanized. Contact B-Line for alternative finishes and materials. Order By: Figure number, rod size, length and finish :'- :®TOLcU Specify Length TL '\_... Thread Size Standard Design Load Thread Size Thread Length TL 650°F (343°C) 750°F (399°C) Part No. A in. (mm) Lbs. (kN) Lbs. (kN) 1 B3205-/a x L /8'-16 21/2' (63.5) 730 (3.25) 572 (2.54) 1 B3205-1/2 x 1' 1/2'..13 21/2' (63.5) 1350 (6.00) 1057 (4.70) I B3205-5/8 X 1 /8"-11 21/2' (63.5) 2160 (9.61) 1692 (7.52T--7 B3205-3/4 X 1 /4'-l0 3' (76.2) 3230 (14.37) 2530 (11.25) I B3205-1/8 X /8"-9 31/2° (88.9) 4480 (19.93) 3508 (15.60) 1 For larger sizes consult full line pipe hanger catalog ATR - All Threaded Rod - 120" (3.05m) Lengths (TOLCO Fig. 100) Fig. 99 - All Threaded Rod Cut To Length Size Range: /8'-16 thru 11/2 6 rod in 120" lengths or cut to length Material: Steel Maximum Temperature: 750°F 1399°Cl Finish: Plain or Electro-Galvanized. Contact B-Line for alternative finishes and materials. Order By: Figure number, rod size, length and finish Part No. - Size x Length ATR Fig. 99 Threads Per Inch Recommended Load Lbs. (kN) Approx. Wt./100 Ft. Lbs. (kg) [_ATR '/( x 120 991/4" x length 20 240 (1.07) 12 (5.44) 1 ATR 3/8" x 120 99-/8" x length 16 730 (3.24) 29 (13.15) {ATR 'Ii" 1120 99-1/?iIiijtIc 13 1350 (6.00) 53 (24.04) I ATR /8" x 120 99-/8" x length 11 2160 (9.60) 89 (40.37) [ATR 3/4" x 120 i9 3/iieiijih 10 3230 (14.37) 123 (55.79) ] ATR hg" x 120 1 99-/8" x length 9 4480 (19.93) 170 (77.11) For larger sizes consult full line pipe hanger catalog. B All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. Line by Revised 4/28/2014 94 Fire Protection Solutions Pipe Hangers TOLCO Fig. 200 - 'Trimline" Adjustable Band Hanger TOLCO Fig. 200F - TrimIine" Adjustable Band Hanger with Felt Lining for Copper Tubing TOLCO Fig. 200C - "Trimline" Adjustable Band Hanger with Plastic Coated TOLCO Fig. 200S - "Trimline" Adjustable Band Hanger with Removable Nut (For sizes 1" thru 2") Size Range: Fig. 200 - 1/2" (15mm) thru 8" (200mm) pipe Material: Steel, Pre-Galvanized Function: For fire sprinkler and other general piping purposes. Knurled swivel nut design permits hanger adjustment after installation. Features: 1/20 (15mm) thru 2" (50mm) sizes have flared edges for ease of installation on all pipe types and protects CPVC plastic pipe from abrasion. Captured knurled nut design (flared top) on 1" thru 2" sizes keep nut from separating with hanger. Hanger is easily installed around pipe. 1/20 (15mm), 3/40 (20mm), and 21/20 (65mm) thru 8 (200mm)) Spring tension on nut holds it securely in hanger before installation. Knurled nut is easily removed. For 1/20 (15mm) and 3/40 (20mm) sizes with non-captured knurl nuts order Fig. 200S A QL Overall Height USTED APPROVHI B Center of pipe to top of knurled hanger rod nut. 0 Top of pipe to bottom of hanger rod nut. Fig. 200-'/z& 200-/4 Approvals: Underwriters Laboratories listed (1/20 (15mm) thru 8" (200mm)) in the USA (UL) and Canada (cUL) for steel and CPVC plastic pipe and Factory Mutual Engineering Approved (FM) (3/4fl (20mm) thru 8(200mm)). 200-2 Conforms to Federal Specifications WW-H-171 E & A-A-1 192A, Type 10 and Manufacturers Standardization Society ANSI/MSS SP-69 & SP-58, Type 10. Maximum Temperature: 650°F (343°C) Finish: Pre-Galvanized. Stainless Steel materials will be supplied with (2) hex nuts - in place of a knurl nut. Order By: Part number and pipe size ** Note: For metric hanger rod sizes add the metric rod size to the figure number. . Example: 200M8-11/2 or 200M10-11/2 Fig. 200C Fig. 200F t M8 rod size is not UL Listed or FM Approved 200C-1'/2 shown 200E-11/2 shown Fig. 200 Fig. 200 & Fig. 2005 shown with captured nut shown with 10 thru 20 sizes only non-captured nut Part No. in. (mm) in. mm" in. (mm) in. (mm) in. (mm) lbs. (kN) lbs. (kg) Pipe Size Rod Size A B D Max. Rec. Load Approx. Wt.I100 L...200-'/2 1/2 (15)3/8"16M8tOr MIO 31/' (79.4) 2/8" (66.7) 1"/32" (34.1) 400(1.78) i1 )!P)___J 200-/4 3/0 (20) /8"i6 M8t or MiD 31/8" (79.4) 21/2" (63.5) 1)/16" (27.0) 400 (1.78) 11 (5.0) [.200-1 1j25L...j/816_M8Lor MiD 3/8' (85.7) 2/8" (66.7) l'K(28.6) 400 (1.78) 12 (5.5)111 200-1'/4 Fl (32) /8"-16 M8t or MiD 3/8" (94.0) 2/8" (73.0) 15/32" (29.3) 400 (1.78) 13 (5.9) [_2004v12 1'/2'j40)3/8"-i6 Mt8 or M10 3/8" (98.4) 2/8 (73.0) 13/r6" (30.2) 400(1.78) 14 (6.4).....j 200-2 2" (50) /8"-16 M8t or M10 4V2" (114.3) 39/540 (80.8) 1/r6 (30.2) 400 (1.78) 15 (6.9) Eii00-2v2 21h"(65)3/s"-16 MiD 5/8'(i42.9)4'/'(104.7) 1/n" (36.5) 600 (2.67) 27 (12.3).J 200-3 3" (75) /"-16 MiD 51/8" (149.1) 4" (101.6) 11/4" (31.7) 600 (2.67) 29 (13.3) '/2"'_(90).......j/8"-16M10 7 /8' (187.3) 51/4" (133.3) 2/r6" (55.6) 600 (2.67) 34(15.6)...J 200-4 4" (100) /8"-16 MiD 7/8" (187.3) 5" (127.0) l/t" (34.9) 1000 (4.45) 35 (16.0) 1 ....200:5 5' (125) 1/2 13 - M12 91/80 (231.8) 61/4" (158.7) 3'/32° (84.9) 1250 (5.56) 66 (30.2) I 200-6 6' (150) 1/2'13 M12 10/8" (257.2) 6/4" (171.4) 2/32"' (56.3) 1250 (5.56) 73 (33.4) 200-8 8" (200) 1b"13 M12 1378' (333.4) 8/4' (222.2) 31/32" (81.7) 1250 (5.56) 136 (62.3) All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line series Fire Protection Solutions 23 Eaton Pipe Clamps TOLCOTM Fig. 25 - Surge Restrainer , Size Range: - One size fits 3/4 (20mm) thru 2 (40mm) pipe. LISTED Material: - Pre-Galvanized Steel Function: - Designed to be used in conjunction with Fig. 200 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 band hanger Fig. 200, in the USA (UL) and Canada (cUL). Finish: Pre-Galvanized Order By: Part number and band hanger, size from 3/4' (20mm) thru 2 140mm1. Patent #5,344,108 Approx. Wt./100 Part No. lbs. (kg) 25 4.8 (2.2) All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. Eaton 100 B-Line series Pipe Hangers & Supports 980 B Set Bolt Mounting Hardware Included Is Not Included Fig. 980 Fig. 980 Longitudinal Brace Fig. 48 shown 0 Fig. 1001 Fig. 980 ±-; Brace Lateral Brace Seismic Bracing Fig. 980 - TOLCO Universal swivel sway brace attachment -/8"46 to /4"40 rods Fig. 980H - TOLCO Universal swivel sway brace attachment -1/8"-9 to 11/4"-7 Size Range: One size fits bracing pipe 1' 25mm thru 2' (50mm), B-Line series 12 gauge (2.6mm) channel. Material: Carbon steel OPM ce US LISTED Function: Multi-functional attachment to structure or braced pipe fitting. Features: This product's design incorporates a concentric attachment opening which is critical to the performance of structural seismic connections and in accordance with NFPA 13, 2019 Section 18.5.11.5. The Fig. 980 mounts to any surface angle and the 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. 1001, 2002, 3000, 4L or 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: —Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). UL Listed for the following brace member type pipes: Sch. 40, KSD 3562. Ask the factory for additional information as it may vary by product size. Included in our Seismic Engineering Guidelines approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to our Seismic Engineering Guidelines, OPM-0052-1 3. For FM Approval information refer to FM Approved page 61. Note: Fig. 980 Swivel Attachment and Fig. 1001, 2002, 3000, 4L, or approved attachment to pipe 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 customer service 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 Catalog A in. (mm) B in. (mm) D** in. (mm) Max. Design Load (cUlus) lbsJ(kN) Approx.Wt./100 lbs. (kg) "98O-/e 4/1 (114.9) 21/16 (52.4) L7116 (11.1) 1600 (7.12) 2100 (9.34) 2100 (9.34) 2100 (9.34) 149 (67.6) j 980-'I2 16 (14.3) 148 (67.1) 98O- /s 11 /15 (17.5) 147 )66.7j 980-/4 13/16 (20.6) 146 (66.2) 80H/8 6/4 171.4 31/2 (88.9) 15/16 - (23.8) Fig. 980H is not UL Listed or FM Approved 402 (182.3) 980H.1 [1/. (27.0) 400 (181.4) 397 (180.li] ___________ 1 /s (302) 980H-11/4 ri5/16 (33.3) 390 (176.9) Sizes available in stainless steel (980S-3/8, 980S-1/2, 980S-5/e, and 980S-3/4) and have the same UL rating as what is listed. Mounting attachment hole size. Eaton's B-Line series seismic bracing components are designed to be compatible only with other B-Line series bracing components, resulting in a listed seismic bracing assembly. Eaton B-Line Division warranty for seismic bracing components will be the warranty provided in Eaton B-Line Division standard terms and conditions of sale made available by Eaton, except that, in addition to the other exclusions from Eaton B-Line Division warranty, Eaton makes no warranty relating to B-Line series seismic bracing components that are combined with products not provided by Eaton. Al) dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. Eaton 60 B-Line series Fire Protection Solutions OPM c®us LISTED Seismic Brad TOLCO Fig. 1001 - sway brace attachment (UL listed) Size Range: Pipe size to be braced: 1(25mm) thru 8(200mm) (PS. Pipe size used for bracing: 1 (25mm) and 11/4 (32mm) Schedule 40 (PS. 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 schedule 7 through schedule 40 (PS. Field adjustable, making critical pre-engineering of bracing pipe length unnecessary. Unique design requires no threading of bracing pipe. 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) pipe extension is recommended. Brace pipe can be installed on top or bottom of pipe to be braced. Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). UL Listed for the following sprinkler type pipes: Sch. 40 (and as brace member), Sch. 10, Bull Moose Eddy Flow, Wheatland Mega Flow, DIN 2448, KSD 3562 (and as brace member), KSD 3507. Ask the factory for additional information as it may vary by product size. Included in our Seismic Engineering Guidelines approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to our Seismic Engineering Guidelines, OPM-0052-13. For FM Approval information refer to FM Approved page 67. Finish: Plain, Electro-Ga Ivan ized or Hot Dip Galvanized. Contact customer service for alternative finishes and materials. Order By: Order by figure number, pipe size to be braced, followed by pipe size used for bracing (1'125mm1 or 11/4' (32mm)), and finish. Pipe Size in. (mm) Part Number & Approx. Wt./100 1" (25mm) Brace Pipe 11/4' (32mm) Brace Pipe Lbs. (kg) Lbs. (kg) Design Load - Lbs. For Brace Pipe Size V/ 11I4" Sch. 1 Sch. 10 Sch. 40 1/1h/4 ll l"I1'/4" 1" (25) 1001-1 X 104.6 (47.4) 1001-1 X 11/4 122.2 ()_ -I- -I- 1000/1000 1 11/4' (32) 1001-V/4 X 105.2 (47.7) 1001-1'/4 X V/4 122.6 (55.6) 1000 /1000 1000 /1000 1000/1000 11/2" (40) 1001-11/2 X1 107.0 (48.5) 1001-1'I2X11I4 124.7_(56.6) 1500/1500 1500/1500 1500/1500 2 (50) I 1001-2 X 112.6 (51.1) 1001-2 X 11!4 129.2 (58.6) 1500/1500 1500 /1500 1500 /1500 1.1/2'(65) 1001-21/2 X 1* 136.3 (61.8) 100121h.X11/4* 154.4 (70.0) 2000 /2000 2000 /2000 2000 /2000 1 3 (80) 1001-3X1 145.0 (65.8) 1001-3X1'/4 163.1 (14.0) 2000/2000 2000/2000 2000/2000 [_4 (100) 1001-4X1 158.6 (11.9) 1001-4X11/4 176.7 (80.1) 2000/2000 2000/2000 2000/2000 1 5' (100) 1001-5X1 173.2 (78.6) 1001-5X1'!4 191.4 (86.8) -/- 2000/2000 2000/2000 [--6" (150) 10016X1* 190.0 (85.2) 10016X1h/4* 206.0 (93.4) 2000/2000 2000/2000 2000/2000 1 *80 (200) I 10018X1* 217.4 (111.5) I 1001-8X1114 265.3 (120.3) 1 -I- 2000/2000 2000/2000 *Note: Metric sizes available for 65mm, 150mm, 200mm pipe size with 25mm and 32mm brace pipe size Contact the factory. 'I T All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise Eaton 66 B-Line series Fire Protection Solutions Seismic Brad TOLCO Fig. 41 - sway brace attachment (UL listed) Size Range: 1' (25mm) through 8(200mm) IPS. 10)250mm) and 12' (300mm) not UL listed Material: Steel and stainless steel. Function: For bracing pipe against sway and seismic disturbance. Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL) 1' (25mm) through 8' (200mm) pipe. UL Listed for the following sprinkler type pipes: Sch. 40, Sch. 10, Bull Moose Eddy Flow, Wheatland Mega Flow, DIN 2448, KSD 3562, KSD 3507. Ask the factory for additional information as it may vary by product size. For FM Approval information refer to FM Approved page 75. Included in our Seismic Engineering Guidelines approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to our Seismic Engineering Guidelines, OPM-0052-13. Installation Instructions: Fig. 4L is the "braced pipe" attachment component of a longitudinal and lateral sway brace assembly. It is intended to be combined with the "bracing pipe" and TOLCO structural attachment component to form a complete bracing assembly. NFPA 13 guidelines should be followed. (For complete detailed instructions see instruction sheet lL30901 5EN). To Install: Place the Fig. 4L over the pipe to be braced and tighten bolts. Then engage "bracing pipe" into jaw opening and tighten set bolt until head snaps off. Jaw attachment can pivot for adjustment to proper brace angle. Finish: Plain, Electrogalvanized, Hot Dip Galvanized or Stainless Steel (only for 4' & 6' sizes). Order By: Figure number, pipe size and finish. OPM c®IJS LISTED Set Bolt & Hardware Included Lateral Longitudinal With Plain & With Hot Dip Galvanized & Brace Brace Electrogalvanized Finish Stainless Steel Finish Part No. I Nom Pipe Size in. (mm) A (Max) in. - C in. D in. Bolt Size in. UL Max. Rec. Load Logitudinal Lateral lbs. lbs. PIN & EG. Approx. Wt./100 lbs. 41-1 1 (25) 5 2 1/ 1/2 13 1000 1000 176 j41-11/4 4L-1112 2t 41-21/z 141-65mm 174 111/2 21/2 (32) (40) 0L - JT 52/7 51/2 __§1/7 6/9 6/9 2'/16 21/3 3 1/9 12/3 _2 21/3 _21/3.1 ih13 1/2 13 /2-13 1/213 '/z-13 1000 1000 j00 2000 700_ 1000 1000 00 1000 _1000_ 182 1 187 204111] 217 _214__J 41-3 3 (80) 73/7 31/4 2/ '/213 2000 1000 323 /2 31/ (90) 8 31/2 2/8 1/213 2000 1000 —34-3--1 4L4*** 1 4 (100) 8/7 33/4 31/9 1/13 2000** 1000 253 4L-5 1 5 9/n 4/n 35/s 1/2 13 2000** 1600* 314 1 41-125mm - (125) 95/9 4/8 35/8 1/2 13 1200 1600* 314 ___ - Th/7 4T 1/2 13 200 1600* 5401 4L-150mm - (150) 11/i 51/3 44/7 1/2 13 1200 1600* 538 [41-8 8 - 13/s 6/s 52/3 1/2 13 2000 2100* 645_...._...j 4L-200mm - (200) 13/5 62/5 52/3 1/2 13 1400 2100* 643 14L.10**** 110 (254) 17/5 81/4 71/4 '/z NA NA 1349111 4L-12J12 (300). - 19/5 91/4 81/4 1/2 13 NA NA 1526 * Only UL listed as a lateral brace for use with a 1" (25mm) pipe as the brace member. ** Only UL listed as a longitudinal brace for use with a 1(25mm) thru 11/2" (40mm) pipe as the brace member. Fig 4L-4 and Fig 4L-6 are only sizes available in stainless steel 316. FM approved not UL listed. Eaton's B-Line series seismic bracing components are designed to be compatible only with other B-Line series bracing components, resulting in a listed seismic bracing assembly. Eaton B-Line Division warranty for seismic bracing components will be the warranty provided in Eaton B-Line Division standard terms and conditions of sale made available by Eaton, except that, in addition to the other exclusions from Eaton B-Line Division warranty, Eaton makes no warranty relating to B-Line series seismic bracing components that are combined with products not provided by Eaton. All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. Updated 4-2-21 Eaton 74 B-Line series Fire Protection Solutions VALVES MODEL 101 lÀ J The AGF Manufacturing Inc. Model 1011 A Matches All The Features And Benefits Of Our Model 1000 by Providing Both The Test Function And The Express Drain Function In A Multistory Installation, With The Added Feature Of An Integral Model 7000 Pressure Relief Valve With Drainage Piping. D Available In A Full Range Of Sizes From 3/4" To 2", NPT & BSPT, With All Specifiable Orifice Sizes /8", 7/1611, 1/'T, 17/'?, /8" (ELO), 3/4" (ESFR), & K25. The Model 1011 Complies With The Requirements Of NFPA 13, 13R, & 13D, Which Stipulate A Pressure Relief Valve Be Installed On All Gridded Systems And Downstream Of All Pressure Reducing Valves. Ll The Model 1011 Is A Single Handle Ball Valve That Is Lightweight And Compact, Which lnôludes A Tamper Resistant Test Orifice, Integral Tamper Resistant Sight Glass, And Is 300 PSI Rated. Lk The Included UL/FM Model 7000 Pressure Relief Valve Features A Flushing Handle And Is Factory Set At 175 PSI, Other Pressure Settings Are Also Available. 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. Ll The Unit Comes Shipped In A Semi-Assembled State With The Relief Valve And The Bypass Drain Ports Plugged. This Is Done To Ease Pressure Testing The System. N 0%1% bur Visit us 0 on the Internet Cd at ThTFZlIIw.]H MATERIAL LIST PART: MATERIAL: HANDLE STEEL STEM ROD BRASS BALL C.R BRONZE BODY BRONZE VALVE SEAT IMPREGNATED TEFLON INDICATOR PLATE STEEL RELIEF VALVE BRONZE BYPASS FITTINGS BRASS BYPASS TUBING NYLOBRAID MODEL 1011 (UL LISTED/FM APPROVED) BRONZE BALL VALVE MODEL 7000 (UL LISTED/FM APPROVED) PRESSURE RELIEF VALVE FACTORY SET AT 175 PSI WITH OTHER SETTINGS AVAILABLE. FRONT VIEW - MODEL 1011 PLAN VIEW From the February 1, 1999 Edition of NFPA 13: Chapter 4-1.2 Requires ALL GRIDDED SYSTEMS be provided with a relief valves Chapter 5-14.1.2.3 Requires a relief valve be installed downstream of all pressure-reducing valves ORIFICE SIZES AVAILABLE I16, 1/2 17/32, ELO(5/8)., ESFR(314)", K25"" DIMENSIONS - INCHES OVERALL LENGTH 1011 1011 B C D E F G H SIZE A 3, iv 7 /io" 1 1/2!! 2 I16" 3 /8" 3 I8" 1 13/16" 4 Ii 6 I8" 4 19130mm 37.58mm 55.65mm 93.23mm 85.88mm 45.30mm 117.12mm 162.42mm 7 Il6" 1 1/2'! 3 I" 1 13/16" 4 u/is" 6 I8" I 191.30mm 37.58mm 55.65m 85.88mm 45.30mm 117.12mm 162.42mm 1 l/A 7 15/16!! 1 11f" 2 I16 L51 2 /10 3 s/is" 1 15/16" 5 Il6" 5 1/2!' 201 mm 42.70mm 65.36m 82.84mm 50.89mm 141.39mm 192.28mm 8 15/16" 1 13/16" 3 1/4" /8" fl6.68mm 3 i/s" 2 I8" 8 1/4"10 45.50mm 81.50m 99.18mm 66.97mm 206.63mm 273.60mm 8 15/16" 1 13/16" 3 1/4" 5 1/16" 3 7/5" 2 s/s" 8 14! 10 I8" 226.68mm 45.50mm I 81.50mm I 127mm 99.18mm I 66.97mm 206.63mm 273.60mm "Available on 1 1/4" to 2 size valves only. ** Available on 1 1/2" & 2 size valves only. UL LISTING EX4019(N) & EX4533(N) AGF Manufacturing Inc. 100 Quaker Lane, Malvern, PA 19355 T: (610) 2404900 / F: (610) 240-4906 Email: lnfo@testandraln.com Web: www.testandrain.com 0 RinerPACK and TESTanDRAIN are registered trademarks of AGF JOB NAME: ARCHITECT: I ENGINEER: MADE IN U.S.A. CONTRACTOR: 8/01 (2.)POTTER PAV The Symbol of Protection Potter Air Vent Features UL Listed for Fire Sprinkler Branch line applications per TJL subject 2573—"Automatic Air Release Valves for Fire Protection Service" FM Approved for "Automatic Air Release Valve for Sprinkler Systems" APPROVED LISTED Description The PAV is an automatic float type air vent used to reduce the amount of air trapped in a pressurized fire sprinkler system. Reducing the amount of air in a fire sprinkler system is essential to help protect the system piping from the effects of corrosion that is often found at the air/water interface in the fire sprinkler system piping. Removing as much air as possible will also have a positive effect on the performance of vane type waterfiow detectors. The operation of vane type waterfiow detectors can be delayed or prevented if too much air is trapped in the system piping. The intent of the product is to vent as much air from the fire sprinkler system as possible. The PAV provides automatic venting of air as the system is being filled. Furthermore, trapped air can also be vented as the air in the system migrates to the vent location over time. The air vent will automatically close when water reaches the vent. The PAV provides a 1/2" NPT-male connection which will allow installers to pipe the outlet to a drain or other suitable location if there are concerns of inadvertent water discharge. Technical Specifications Service Pressure Up to 175 PSIG Environmental 40°F to 120°F (4.5°C to 49°C) Limitations 1/2" NPT inlet /1/2" outlet to drain Air Vent 5/64" Orifice Brass Construction Ball valve supervisory switch model RBVS (Supervisory switch Optional only) Used to monitor the position of the isolation valve. Accessories Outdoor vent screen assembly for outdoor installations above 40°F. See Figure 2. *Specifications subject to change without notice. Potter Electric Signal Company, LLC • St. Louis, MO • Phone: 800-325-3936 www.pottersignal.com 5401165- REV E • 2/19 PAGE 1OF3 ®POTTER PAV The Symbol of Protection Potter Air Vent Installation It is strongly recommended to install a ball valve in line with the PAV to assist in servicing the strainer without disabling the sprinkler system. I Read and understand the instructions provided before you proceed with installation. The PAV shall be installed in accordance with local ordinances and the applicable NFPA13, NFPA13D, or NFPA13R standard. The Engineer of Record should select the Model PAV, Potter Air Vent installation location. Usually at a point in the system that will vent the most air. The location of the PAV must not interfere with the spray pattern of any sprinkler head. The connection point must be off the top of the pipe. (See Fig. 1) The piping must be level or pitch back toward the fire sprinkler system piping and arranged in such a manner that water will not become trapped. The outlet of the PAV contains a 1/2" male NPT threaded connection allowing the device to be piped to a drain or other suitable location if there are concerns about inadvertent water discharge. Immediately after installation and filling of the fire sprinkler system, the PAV should be inspected for leaks and proper operation. The unit should be inspected periodically. Thereafter the manufacturer recommends quarterly or more frequently Inspection should include removal and cleaning of the strainer screen. Remove the screen and flush with clean water. Use a wire brush if necessary to remove any particles trapped in the screen. PAV and Shutoff Valve Replacement The vent used in the PAV is not field replaceable. If the vent should fail, the entire unit must be replaced. PAV Outline Drawing Fig 77/16" POTTER RBVS (OPTIONAL) AVAILABLE FROM POTTER DISTRIBUTION _ I PIPING CONNECTION FROM TOP OF SPRINKLER PIPING 40 MESH TYPE STRAINER Note: It is strongly recommended to install a ball valve and nipple (supplied by others). SPRINKLER PIPING 1 DwG# 1165-2 Potter Electric Signal Company, LLC • St. Louis, MO • Phone: 800-325-3936 www.pottersignal.com 5401165- REV E • 2/19 PAGE 2OF3 PAV Assembly Fig p[5020384 OUTDOOR VENT SCREEN ASSEMBLY - 1;2"90 - ELBOW I/2" X2" NIPPLE SCREEN w \I 1/2" X 2" NIPPL CAP E-] - _______ - - 1/2" 90 ELBOW 1/2" STRAINER 1/2" CLOSE NIPPLE 1/2" UNION CONNECTION 1/2" CLOSE NIPPLE DWG# 1165-1-B AIR VENT VALVE 1/2" CLOSE NIP 1/2' MALE NPT DRAIN (E)POTTER PAV The Symbol of Protection Potter Air Vent Note: It is strongly recommended to install a ball valve and nipple before the strainer. The ball valave and nipple are supplied by others. Ordering Information Model Description Part Number PAV Potter Air Vent 1119720 Outdoor Vent Screen Assembly 5020384 RBVS Retrofit Ball Valve Switch (w/o cover tamper) 1000040 RBVS-T RBVS-T Retrofit Ball Valve Switch (with cover tamper) 1000035 Potter Electric Signal Company, LLC • St. Louis, MO • Phone: 800-325-3936 • www.pottersignal.com 5401165- REV E • 2/19 PAGE 3OF3 Specifications subject to change without notice. Ordering Information Nominal Pipe Size Model Part # Replacement PCB # DN50 VSR-AT-2 1116102 1029074 2 1/2' DN65 VSR-AT-2 1/2 1116125 1029075 DN80 VSR-AT-3 1116103 1029076 31/2" - VSR-AT-3 1/2 1116135 1029077 DNIOO VSR-AT-4 1116104 1029078 - VSR-AT-5 1116105 1029079 DN150 VSR-AT-6 1116106 1029080 8" DN200 VSR-AT-8 1116108 1029081 Optional Power Supply: Ordering Information Model Description Part Number - Power Supply 3006479 BT-80 12V Battery-8AH (2 REQUIRED) 5130084 Optional Test Switch: Ordering Information Model Description Part Number ATC-1 Single Zone Test Control 1000221 ATC-4 Four Zone Test Control 1000224 SGB-R Single Gang Box-Red 1000483 DGB-R Double Gang Box-Red 1000484 (E)POTTER AUTO TEST VSR (VSR-AT) E TYPE WATERFLOW ALARM SWITCH WITH a The Symbol of Protection ELECTRONIC RETARD AND AUTO TEST FEATURE UL, CUlL, FM Approved Service Pressure: 450 PSI (31 BAR) - UL Flow Sensitivity Range for Signal: 4-10 GPM(15-38 LPM)-UL Maximum Surge: 18 FPS (5.5 m/s) Contact Ratings: 2.5 AMP @ 125/250 VAC & 30 VDC Power Requirements: 24 VDC From Listed or Approved Source i-IiiiN With Battery Backup Typical Current Draw: Standby 20 mA Alarm 65 mA Autotest 120 mA Conduit Entrances: Two knockouts provided for 1/2" conduit. Environmental Specifications: NEMA 4/IP54 Rated Enclosure suitable for indoor or outdoor use with factory installed gasket and die-cast housing when used with appropriate conduit fitting. Temperature Range: 40°F- 1207,(4.5°C-49°C)-UIL Non-corrosive sleeve factory installed in saddle. Service Use: Automatic Sprinkler NFPA-1 3 One or two family dwelling NFPA-13D Residential occupancy up to four stories NFPA-13R National Fire Alarm Code NFPA-72 Important: This document contains important information on the installation and operation of VSR-AT waterfiow switches. Please read all instructions carefully before beginning installation. A copy of this document is required by NFPA 72 to be maintained on site. AVWRNFG Installation must be performed by qualified personnel and in accordance with all national and local codes and ordinances. __________ ___________________________ ___________ • Shock hazard. Disconnect power source before servicing. Serious injury or death could result. Risk of explosion. Not for use in hazardous locations. Serious injury or death could result. CAUTION Waterfiow switches that are monitoring wet pipe sprinkler systems shall not be used as the sole initiating device to discharge AFFF, deluge, or chemical suppression systems. Waterfiow switches used for this application may result in unintended discharges caused by surges, trapped air, or short retard times. General Infnrmatinn The model VSR-AT is an electronic vane type waterfiow switch for use on wet sprinkler systems. It is UL Listed and FM Approved for use on steel pipe schedules 10 thru 40 sizes 2" thru 8". See ordering Information chart. The VSR-AT may also be used as a sectional waterfiow detector on large systems. The VSR-AT has two sets of alarm contacts and an adjustable instantly recycling electronic retarcP The alarm contacts are actuated when a flow of 10 GPM (38 LPM) or more occurs downstream of the device. The flow condition must exist for a period of time necessary to overcome the selected retard time. The VSR-AT may be remotely tested without flowing water by using the optional auto test Control modl ATC- 1 or ATC-4 or the use of addressable relays and monitor modules as part of a listed addressable fire alarm panel. When the auto test feature is initiated, the VSR-AT performs a self test to ensure compliance with UL requirements regarding waterfiow detection and retard time. In addition, the auto test feature ensures the integrity of the paddle/trip stem assembly. A successful completion of the auto test will activate both sets of normally open contacts on the flow switch. If the auto test detects a problem with the trip stem/paddle assembly or if there is no water in the pipe, neither normally open contact will operate and the flow switch will indicate a trouble condition at the test switch and transmit a trouble signal to the fire alarm panel. Enclosure The VSR-AT switches and retard device are enclosed in a general purpose, die-cast housing. The cover is held in place with two tamper resistant screws which require a special key for removal. Potter Electric Signal Company, LLC • St. Louis, MO • Phone: 866-956-1211/Canada 888-882-1833 • www.pottersignal.com PRINTED IN USA MFG. #5401239 - REV C PAGE 1 OF 6 5/15 (2 . )POTTER AUTO TEST VSR (VSR-AT) VANE TYPE WATERFLOW ALARM SWITCH WITH The Symbol of Protection ELECTRONIC RETARD AND AUTO TEST FEATURE Installation (see Fig. 1) These devices may be mounted on horizontal or vertical pipe. On horizontal pipe they shall be installed on the top side of the pipe where they will be accessible. The device should not be installed within 6" (15 cm) of a fitting which changes the direction of the waterfiow or within 24" (60 cm) of a valve or drain. Drain the system and drill a hole in the pipe using a hole saw in a slow speed drill (see Fig. 1). Clean the inside pipe of all growth or other material for a distance equal to the pipe diameter on either side of the hole. Roll the vane so that it may be inserted into the hole; do not bend or crease it. Insert the vane so that the arrow on the saddle points in the direction of the waterfiow. Take care not to damage the non-corrosive bushing in the saddle. The bushing should fit inside the hole in the pipe. Install the saddle strap and tighten nuts alternately to required torque (see the chart in Fig. 1). The vane must not rub the inside of the pipe or bind in any way. A CAUTION CAUTION Do not trim the paddle. Failure to follow these Instructions may prevent Do not leave cover off for an extended period of time as leaving the cover the device from operating and will void the warranty. Do not obstruct or off could result in damage to the VSR and result in improper operation. otherwise prevent the tripstem of the flowswitch from moving when water On horizontal installations, it may be necessary to install a vent such as the flows as this could damage the flowswitch and prevent an alarm. If an alarm Potter PAY or similar to exhaust air out of the system and allow the piping to is not desired, a qualified technician should disable the alarm system. ifill with water to ensure proper operation of the Auto Test VSR. Fig. 1 DO NOTLEA VE COVER OFF FOR Retard Adjustment AN EXTENDED PERIOD OF TIME The delay can be adjusted by turning switch S 1 (see Fig. 6) to the desired time delay (0 = no delay and 9 = 90 second delay). Factory TIGHTEN NUTS setting is set at 3 = 30 second delay. The time delay should be set at - ,/ALTERNATELY the minimum required to prevent false alarms. MOUNT ON PIPE SO ARROW ON SADDLE POINTS IN DIRECTION OF WATERFLOW ROLL PADDLE IN OPPOSITE DIRECTION OF WATERFLOW (Flowing water activates device in one direction only.) CAUTION Hole must be drilled perpendicular to the pipe and vertically centered Refer to the Compatible Pipe/Installation Requirements chart for size. Correct Incorrect e3 POd 50mm ADAPTER ADAPTER 4 J....- 20mm ±2mm MAX. DN5O ONLY USE (2) 5180162 ADAPTERS AS SHOWN ABOVE Compatible Pipe/ InstallationRequirements Model Nominal Pipe Size Nominal Pipe O.D. Pipe Wall Thickness Hole Size U-Bolt Nuts Torque Schedule 10 (UL) Schedule 40 (UL) BS-1387 (LPC) DN (VDS) inch mm inch mm inch mm inch mm inch mm inch mm inch mm ft-lb n-rn VSR AT-2 2 DN50 2.375 60.3 0.109 2.77 0.154 3.91 0.142 3.6 0.091 2.3 1.25+1251-062 33.0±2.0 VSR AT-2 1/2 2.5 - 2.875 73.0 0.120 3.05 0.203 5.16 - - - - VSR AT-21/2 - DN65 3.000 76.1 - - - - 0.142 3.6 0.102 2.6 VSR AT-3 3 DN80 3.500 88.9 0.120 3.05 0.216 5.49 0.157 4.0 0.114 2.9 2.00±125 50.8±2.0 20 27 VSR AT-3 1/2 3.5 - - 4.000 101.6 0.120 3.05 0.226 5.74 - - - - VSR AT-4 4 DN100 4.500 114.3 0.120 3.05 ---------- 0.237 6.02 0.177 4.5 0.126 3.2 VSR AT-5 5 - 5.563 141.3 0.134 3.40 0.258 6.55 - - - - VSR AT-5 - DN125 5.500 139.7 - - - - 0.197 5.0 0.142 3.6 VSRAT-6 6 1 DN150 1 6.625 1 168.3 1 0.134 1 3.40 0.280 7.11 0.197 5.0 0.157 4.0 VSR AT-8 8 DN200 8.625 219.1 0.148 3.76 0.322 8.18 0.248 6.3 0.177 4.5 - - - - - - - - PRINTED IN USA MFG. #5401239 - REV C PAGE 2 OF 6 5/15 (DPOTTER The Symbol of Protection AUTO TEST VSR (VSR-AT) VANE TYPE WATERFLOW ALARM SWITCH WITH ELECTRONIC RETARD AND AUTO TEST FEATURE Fig. 2 To remove knockouts: Place screwdriver at inside edge of knockouts, not in the center. Do not drill into the base as this creates metal shavings which can create electrical hazards and damage the device. Drilling voids the warranty. Fig. 3 Switch Terminal Connections Clamping Plate Terminal 111 NG 0 DWG. #1146-16 W/kRNING An uninsulated section of a single conductor should not be looped around the terminal and serve as two separate connections. The wire must be severed, thereby providing supervision of the connection in the event that the wire become dislodged from under the terminal. Failure to sever the wire may render the device inoperable risking severe property damage and loss of life. Do not strip wire beyond 3/8" of length or expose an uninsulated conductor beyond the edge of the terminal block. When using stranded wire, capture all strands under the clamping plate. Testing The frequency of inspection and testing for the Model VSR-AT and its associated protective monitoring system shall be in accordance with applicable NFPA Codes and Standards and/or the authority having jurisdiction (manufacturer recommends quarterly or more frequently). An inspector's test valve shall be provided for commissioning and test purposes when required by the AHJ. If there are no provisions for testing the operation of the flow detection device on the system, application of the VSR-AT is not recommended or advisable. A minimum flow of 10 GPM (38 LPM) is required to activate this device. Advise the person responsible for testing of the fire protection system that this system must be tested in accordance with the testing instructions. Fig. 4 Mounting Dimensions 3.50 in U-B U-BOLT PIPE PLASTIC 2.00 (50.8 in mm) tWO. 1148.14 NOMINAL PIPE DIA. +1.75 in (+44.5 MM) FOR ON 50- ON 65 2-2.5 in NOMINAL PIPE DIA. +2.125 in (+54.0 MM) FOR DN 80- DN 200 3-8 in Fig. 5 GREEN GROUND Maintenance Inspect detectors monthly. If leaks are found, replace the detector. The VSR-AT waterfiow switch should provide years of trouble-free service. Removal of Waterfiow Switch To prevent accidental water damage, all control valves should be shut tight and the system completely drained before waterfiow detectors are removed or replaced. Turn off electrical power to the detector, then disconnect wiring. Loosen nuts and remove U-bolts. Gently lift the saddle far enough to get your fingers under it. With your fingers, roll the vane so it will fit through the hole while continuing to lift the waterfiow detector saddle. Lift detector clear of pipe. PRINTED IN USA MFG. #5401239 - REV C PAGE 3 OF 6 5/15 Aux. power of fire panel or other Listed 24 VDC supply. 24VDC@ 120 mA. Z1 ATC-1 I Mounts to standard ®c I I I single gang, handy, I II or switch box 4"L r 21/8"WX17/8'D C I - I such as RACO 660 I or equivilent. I I Box not included. (E)POTTER AUTO TEST VSR (VSR-AT) VANE TYPE WATERFLOW ALARM SWITCH WITH The Symbol of Protection ELECTRONIC RETARD AND AUTO TEST FEATURE Fig. 6 Typical Electrical Connections a U.' U. L lei Do not connect power directly to these terminals. CAUTION I•IUiiIUUUI•IUIlI•I — — — — rii riB r C NO CWw' NO GND LED SWITCH + Load ALARM ALARM 24VDCPWR (Black) I I N / I I I or next device Line L (Black) Waterfiow zone on From power source fire panel suitable for bell, (See Note 1) (See Note 1) 120 VAC connection shown Blue Notes: 1. The model VSR-AT has two sets of alarm contacts: Bell Neutral (White) DWG1239-3 The connection to the waterfiow zone of the fire panel involves 3 terminals on the VSR-AT. CVVW and NO. Connect the two wires from the waterfiow zone of the fire panel to the C and NO terminals with the End of Line Resistor of the fire panel being connected across the C and other terminal as shown on the drawing. The NO and resistor terminal are internally connected by a normally energized relay. A loss of power or failed AutoTest causes the relay to drop out and initiate a trouble on the fire panel. The second connection may be used for a local audible or visual annunciator. 2. For supervised circuits, see "Switch Terminal Connections" drawing and warning note (Fig. 3). The ATC consists of a momentary push button switch, a key switch to enable/disable the push button and an LED. Turning the keyswitch to Test will enable the push button switch. Momentarily pressing the push button switch will initiate the Auto Test feature. The LED will flash once per second during the test while the retard time is being tested. After the retard time expires, the VSR-AT is put through a simulated waterfiow test. If the test was successful, the LED will light for a few seconds and both sets of switch contacts on the VSR-AT will activate for a few seconds. After the LED goes out, the key switch can be returned to Standby and the fire alarm panel reset. If the test ATC-4 Mounts to standard two gang, handy box 4L X 2 4W X2 1/8'D such as RACO 683 or equivilent. Box not included. was unsuccessful, the LED will flash 4 times per second, the switch contacts of the VSR-AT will not activate and the VSR-AT will initiate a trouble on the fire alarm panel by opening the circuit between the NO terminal and the End Of Line Resistor terminal. PRINTED IN USA MFG. #5401239 - REV C PAGE 4 OF 6 5115 (E)POTTER AUTO TEST VSR (VSR-AT) VANE TYPE WATERFLOW ALARM SWITCH WITH The Symbol of Protection ELECTRONIC RETARD AND AUTO TEST FEATURE Fig. 7 Typical Electrical Connections For Operation by Addressable Fire Alarm Panel — 877 __ — — — — iluiliilililil XXXXX il DWG1 239-3 Aux. power of fire panel or other Listed 24 VDC supply. 24VDC@ 120 mA. From power source suitable for bell, 120 VAC connection shown SLC from FACP Notes: 1. The model VSR-AT has two sets of alarm contacts: The connection to the waterfiow zone of the fire panel involves 3 terminals on the VSR-AT. C '\MIV' and NO. Connect the two wires from the waterfiow zone of the fire panel to the C and NO terminals with the End of Line Resistor of the fire panel being connected across the C and other terminal as shown on the drawing. The NO and resistor terminal are internally connected by a normally energized relay. A loss of power or failed AutoTest causes the relay to drop out and initiate a trouble on the fire panel. The second connection may be used for a local audible or visual annunciator. 2. For supervised circuits, see "Switch Terminal Connections" drawing and warning note (Fig. 3). The Auto Test feature can be initiated by momentarily connecting the GND and Switch terminals together using the Auto Test Control (ATC) or any UL Listed switch or relay. PRINTED IN USA MFG. #5401239 - REV C PAGE 5 OF 6 5/15 (E)POTTER AUTO TEST VSR (VSR-AT) VANE TYPE WATERFLOW ALARM SWITCH WITH The Symbol of Protection ELECTRONIC RETARD AND AUTO TEST FEATURE Trouble Shooting Guide A successful completion of the Auto Test will momentarily activate both sets of normally open contacts on the flowswitch for approximately 2 seconds. If the Auto Test detects a problem with the trip stem/paddle assembly, or if there is no water in the pipe, neither normally open contact will operate. The flowswitch will then indicate a trouble condition at the ATC test switch and transmit a trouble signal to the fire alarm control panel. When Fire Panel Stays in Trouble: Check the wiring The zone of the fire panel should be wired to the VSR-AT as shown on pg. 4 of bulletin 5401239. The End of Line Resistor should be installed as shown across the terminals marked C and the terminal to the right of C which is indicated by the other end of the resistor symbol. The zone of the fire panel connects to the terminals marked C and N.O. The NO and End of Line Resistor terminals are connected in- ternally by a normally energized relay. A loss of power or failed AutoTest causes the relay to drop out and initiates a trouble at the fire panel. The only way to clear the trouble on the fire panel is to conduct a successful AutoTest using the ATC test switch or other test method. Conducting an actual waterfiow test will put the panel in alarm but will not clear the trouble. When VSR-AT Fails the Auto Test: Is there water in the pipe? The VSR-ST will fail the AutoTest if the pipe it is installed on is not full of water. Has the return spring on the VSR-AT been adjusted? This spring has been factory set and should not be adjusted in the field. Refer to Figure 8 to determine the factory spring setting. If the spring is not at the factory setting, turn the spring adjustment screw until the factory spring setting is restored. For other issues contact Potter Tech Support at 866-956-1211 or visit our web site at http://www.pottersignal.com/ run your mouse over the FIRE SPRINKELR MONITORING header and select Tools and Resources. Click on presentations to select the VSR-AT Tech brief or troubleshooting video Fig. 8 Return Spring set to Factory Mark PRINTED IN USA MFG. #5401239 - REV C PAGE 6 OF 6 5/15 FIRE PROTECTION GAUGES Plastic Back and Steel Back rAA- R CO SL 1081 . - I X- 150 100 SPRINK R 200 — AIR 50 250--E- 300 \ 6510160: AIR/WATER 300 PSI 6510161: WATER 300 PSI 6510163: AIR 300 PSI 6510162: AIR WITH RETARD 250 PSI Application: Fluid medium which does not clog connection port or corrode copper alloy. Specifically designed for the fire sprinkler industry. Size: 4" (100 mm) Accuracy ± 3/2/3% of span (ASME B40.1 Grade B) Working Range Steady: 3/4 of full scale value Fluctuating: 2/3 of full scale value Short time: full scale value Operating Temperature Ambient: -40°F to 140°F (-40°C to 60°C) Media: max. 140°F (+60°C) Approvals UL listed (UL-393) FM approved Meets NFPA 25 Standards Temperature Error Standard Scale Additional error when temperature changes from reference temperature of 68°F PSI (20°C) +0.4% for every 18° F (10°C) rising or falling. Percentage of span. Window Standard Features Connection Material: copper alloy Acrylic, ultrasonically welded to case Lower mount (LM) - not available for 1W' size Standard Series • Type 110.1osp 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 System No. Location Submitted By Date Order Options water air/water air Spec Section Paragraph Approved Date ARGCO.com tARGCO Updated 4/17/2020 0 ARGCO fl 6510164STL: AIR/WATER 300 PSI 6510165STL: WATER 300 PSI 6510166STL: AIR 300 PSI 6510166STL: AIR WITH RETARD 250 PSI FIRE PROTECTION GAUGES Black Steel Painted Case ARCO Application: Fluid medium which does not clog connection port or corrode copper alloy. Specifically designed for the fire sprinkler industry. Size: 4" (100 mm) Accuracy ± 3/2/3% of span (ASME B40.1 Grade B) Working Range Steady: 3/4 of full scale value Fluctuating: 2/3 of full scale value Short time: full scale value Operating Temperature Ambient: -40°F to 140°F (-40°C to 60°C) Media: max. 140°F (+60°C) Temperature Error 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 Painted Steel Approvals UL listed (UL-393) FM approved Meets NFPA 25 Standards Standard Scale PSI Window Acrylic, ultrasonically welded to case Standard Series • Type 110.1 osp System No. Location Spec Section Paragraph Submitted By Date Approved Date ARGCO.com rARGCO Updated 4/17/2020 0 ARGCO FIRE PROTECTION GAUGES Plastic Back and Steel Back UACRC701 I;INCIC 1*1HZ 100S 200 AIR/W So 25O • \\ 300 NEMA and IP Ratings for Industrial Instrumentation Ratings The NEMA Rating system is a standard primarily used in North America for rating enclosures. The table below shows the equivalent IP ratings. NEMA standards meet or exceed the IP ratings listed, but the reverse cannot be assumed. NEMA Dscip .ion Equiv. Rating IP Rating I GENERAL PURPOSE. Intended for use indoors. IP 10 2 GENERAL PURPOSE. Intended for use indoors with additional drip protection. IP 11 GENERAL PURPOSE WEANER-RESISTANT, Intended for use outdoors with 3& 3S protection from windblown dust, rain and sleet, and undamaged by the formation of ice. IP 54 3R GENERAL PURPOSE WEATHER-RESISTANT, Intended lbr use outdoors with IP 14 protection Il-cm falling rain an sleet, and undamaged by the formation of ice- 4& 4X GENERAL PURPOSE WEATHER-PROOF, Intended for use indoors or out doors with IP 65 protection from wash down enMronment and corrosion resistance. GENERAL PURPOSE DUST-TIGHT, Intended for use indoors or outdoors with protection P 52 from dust proMded by gaskets. 6& 6P GENERAL PURPOSE SUBMERSIBLE. Intended for use indoors or outdoors with P 67 protection from occasional submersion. HAZARDOUS. Intended for indoor use in Class I, Groups A, B, C, and D enAronments 7 per NFPA rating system. HAZARDOUS. Intended for indoor or outdoor use in aass I, Groups A, B, C, and D 8 environments per NFPA rating system. HAZARDOUS. Intended for indoor or outdoor use in aass II, Groups E, F, and G environments per NFPA rating system. 12 & 12K INDUSTRIAL USE. Intended for use in industrial applications with protection from dust P 52 and non corrosive liquid drip. 13 INDUSTRIAL USE. Intended for use in industrial applications with protection from dust, IP 54 spraying water, oil and non corrosive liquid drip. ARGCO.com 1rARGC0 Updated 4/17/2020 0 ARGCO It FIRE PROTECTION GAUGES Plastic Back and Steel Back AR CO SINCE 1981 NEMA and IP Ratings for Industrial Instrumentation IP Ratings TiiTI The IP Rating system (or International Protection Code) is a worldwide standard for rating enclosures. The rating is written as IP-XY' where X and Y are replaced by the first and second digits as listed in the tables below. Degree of protection from contact or foreign body Degree of water protection First Digit Brief Description 0 1 No special protection. Generally not used for 2 pressure or temperature instruments. Protected against solid objects > 2.5 mm in diameter Protected against solid objects> 1.0 mm in diameter 5 Dust protected 6 Dust-tight Second Digit Brief Description 0 No special protection. Generally not used for pressure or temperature instruments. 1 Protected against dripping water 2 Protection against dripping water when case is tilted up to 15° 3 Protected against spraying water 4 Protected against splashing water 5 Protected against a water jet 6 Protected against heavy jet spray 7 Protected against limited submersion 8 Protected against continuous submersion ARGCO.com 4rARGCO Updated 4/17/2020 © ARGCO 1% Victaulic® Series UMC (Universal Manifold Check) Assembly 30.72 1.0 PRODUCT DESCRIPTION Available Sizes 1 ¼ - 8/DN32 - DN200 Maximum Working Pressure Up to 300 psi/2068 kPa/20.6 bar Application Floor control assemblies may be utilized to meet the zone separation requirements of multistory applications exceeding two stories in height or whenever separate control or zoning is specified. Shotgun riser assemblies may be utilized in vertical orientations on individual system risers. Configurations Optional control valve: Series 705 Butterfly Valve or Series 728 Ball Valve Factory assembled right-handed/left-handed (field changeable if necessary) Included Components Integrated Check Valve Series UTD (Universal Test Drain) with integrated Series ARV (Adjustable Relief Valve) Quick Drain Hose Vane Type Flow Switch 11/4 - 27DN32 - DNSO UMC use saddle type 2 VSR flow switch 21/2 - 3773mm - DN80 and 8"/DN200 UMC use saddle type VSR flow switch for corresponding valve size 4 - 6/DN100-DN150 UMC use VSR-M flow switch with flange adapter 11/4 - 8/DN32 - DN200 System-side pressure gauge 400 psi/2750 kPa/27.5 bar 11/4 - 37DN32-DN80 supply side ½ plugged port located on control valve (if using as a system riser, pressure gauge ordered separately) 4 - 8/DN100 - DN200 Supply-side pressure gauge 400 psi/2750 kPa/27.5 bar Available End Connections Victaulic Original Groove System (OGS) standard groove 2.0 CERTIFICATION/LISTINGS usm ALWAYS REFER TO ANY NOTIFICATIONS AT-THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION, MAINTENANCE OR SUPPORT. victaulic.com 30.72 15916 Rev A Updated 01/2022 © 2022 Victaulic Company. All rights reserved. 1 X Ai—c—tau-1icr victaulic.com 3.0 SPECIFICATIONS - MATERIAL Body: Ductile iron conforming to ASTM A536, grade 65-45-12 Clapper: Stainless Steel Clapper Seal: EPDM Shafts: Stainless Steel Seat: Brass Spring: Stainless Steel Hose: Stainless Steel 4.0 DIMENSIONS Size Dimensions Series G Quick Weight E to E E to E D D F F Approx. (Each) Approx. (Each) Actual with without with without with without Series UTD UTD Drain with without Outside control control control control control control Valve Size Test Hose control control Nominal Dia. valve valve A B C C-i valve valve E valve valve (Nominal) Orifice Length valve valve inches inches inches inches K-Factor inches lb lb DN mm mm I DN SI. mm kg I kg 1¼ 1.660 20.50 13.13 3.63 5.88 8.25 10.00 6.00 6.00 2.00 23.38 16.00 1.00 2.8 24.00 32.0 24.0 DN32 42.4 521 333 92 149 210 254 152 152 51 594 406 25 4.0 610 14.5 10.9 1½ 1.900 20.50 13.13 3.63 5.88 8.25 10.00 6.00 6.00 2.00 23.50 16.13 1.00 2.8 24.00 34.0 25.0 DN4O 48.3 521 333 1 92 1 149 210 254 1 152 1 152 51 597 410 25 4.0 610 15.4 11.3 NOTES When Series UTD Valve Size (Nominal) is 1/25 mm, flexible drain hose connection utilizes FireLock IGSTIgroove profile ½ system supply pressure gauge port located on the control valve for sizes 1 (/4 - 1 ½/DN32 - DN40 30.72 15916 Rev A Updated 01/2022 © 2022 Victaulic Company. All rights reserved. victaulic.com 2 '\4t lUI iC victhulictnm 4.0 DIMENSIONS (CONTINUED) iE Size Dimensions G Weight Approx. Approx. E to E E to E D D F F Series Quick (Each) (Each) Actual with without with without with without Series UTD UTD Drain with without Outside control control control control control control Valve Size Test Hose control control Nominal Dia. valve valve A B C C-i valve valve E valve valve (Nominal) Orifice Length valve valve inches inches inches K-Factor inches lb lb inches ON mm mm DIN S.I. mm kg kg 2 2.375 17.50 13.13 3.63 5.88 8.25 10.00 6.38 6.00 2.00 21.13 16.38 1.00 2.8 24.00 36.0 25.0 0N50 60.3 445 333 92 149 210 254 162 152 51 537 416 25 4.0 610 16.3 11.3 21/2 2.875 17.38 13.50 4.25 6.75 9.25 11.50 7.50 6.13 2.25 21.25 16.63 1.25 4.2 24.00 39.0 28.0 73.0 441 343 108 171 235 292 191 156 57 540 422 32 6.1 610 17.7 12.7 - 3.000 1738 13.50 4.25 6.75 9.25 11.50 7.50 6.13 2.25 21.25 16.63 1.25 4.2 24.00 39.0 28.0 DN65 76.1 441 343 108 171 235 ,222 191 156 57 540 422 32__ 6.1 610 17.7 12.7 3 3.500 17.63 13.75 4.38 7.13 9.63 11.88 7.75 6.38 2.38 21.13 16.50 1.25 4.2 24.00 44.0 31.0 DN80 88.9 448 349 1 111 181 1 244 1 302 197 162 60 537 419 32 6.1 610 20.0 14.1 4 4.500 19.50 14.63 5.75 8.75 11.63 14.88 8.75 7.00 3.00 22.75 17.63 2.00 5.6 36.00 65.0 52.0 DN100 1143 495 371 146 222 295 378 222 178 76 578 448 51 8.1 914 29.5 23.6 6.500 23.50 17.38 6.88 10.00 12.88 16.13 11.38 8.00 3.88 25.88 19.75 2.00 5.6 36.00 100.0 73.0 165.1 597 441 175 254 327 410 289 203 98 657 502 51 . 1 914 45.4 33.1 6 6.625 23.50 1738 6.88 10.00 12.88 16.13 1138 8.00 3.88 25.88 19.75 2.00 5.6 36.00 100.0 73.0 DN150 168.3 597 j441175 254 327 410 289 203 98 657 502 51 8.1 L 914 45A 33 NOTES ½' system supply pressure gauge port located on the control valve for sizes 2- 3"/DN50 - 0N80 (gauge sold separately) Included System supply pressure gauge located on the control valve for sizes 4- 6?DN100 - DN150 When Series UTD Valve Size (Nominal) is 1/25 mm, flexible drain hose connection utilizes FireLock IGS" groove profile Horizontal Install Left Hand with Control Valve Horizontal Install Right Hand with Control Valve 30.72 15916 Rev A Updated 01/2022 © 2022 Victaulic Company. All rights reserved. victauliccom 3 'JtauIic victaulic.com 4.0 DIMENSIONS (CONTINUED) J Size Dimensions G Weight Approx. Approx. E to E E to E D D F F Series Quick (Each) (Each) Actual with without with without with without Series UTD UTD Drain with without Outside control control control control control control Valve Size Test Hose control control Nominal Dia. valve valve A B C C-i valve valve E valve valve (Nominal) Orifice Length valve valve inches inches inches inches K-Factor inches lb lb DN 1 mm mm DN I S.I. 1 mm I kg I kg 8 8.625 32.751 27.25j6.-5018- 33 8 1 11.25 14.38 13.50 10.63 6.00 f5.13 [.63 2.00 5.6 36.00 178.0 136.0 DN200 219.1 832 j.....692 165211 286 [365 343J.270 [152] 892 L752 51 8.1 914 80.7 1 61.7 NOTE System supply pressure gauge port is on the supply side of check valve 30.72 15916 Rev A Updated 01/2022 © 2022 Victaulic Company. All rights reserved. victaulic.com jitaUIic victaulic.com 5.0 PERFORMANCE Size Equivalent Length of Sch. 40 Pipe' Flow Characteristics Actual Outside Cv/Kv Values Cv/Kv Values Maximum Working Nominal Diameter with control valve without control valve with control valve without control valve Pressure inches inches feet feet psi DN mm meters meters Full Open Full Open kPa 11/4 1.660 8.3 8.0 38.52 35.59 300 DN32 42.4 2.5 2.4 33 31 2068 11/2 1.900 10.1 10.0 56.75 57.43 300 DN40 48.3 3.1 3.0 49 50 2068 2 2375 21.1 15.8 71.43 83.14 300 DN50 60.3 6.4 4.8 62 72 2068 21/2 2.875 19.6 15.8 112.43 125.84 300 73.0 6.0 4.8 97 109 2068 3.000 19.6 15.8 112.43 125.84 300 0N65 76.1 6.0 4.8 97 109 2068 3 3.500 20.0 13.3 199.32 241.43 300 DN80 88.9 6.1 4.0 172 209 2068 4 4.500 17.6 12.9 425.88 499.23 300 DN100 114.3 5.4 3.9 368 432 2068 6.500 40.6 32.0 834.97 932.83 300 165.1 12.4 9.8 722 807 2068 6 6.625 40.6 32.0 834.97 932.83 300 DN150 1683 12.4 9.8 722 807 2068 8 8.625 60.8 45.8 1376.8 1556.57 300 DN200 219.1 18.5 13.9 1 1191 1 1346 1 2068 1 Equivalent length of Sch 40 pipe calculated using the Hazen-Williams formula with a roughness coefficient of C=120 30.72 15916 Rev A Updated 01/2022 © 2022 Victaulic Company. All rights reserved. viCtauliC.Com 5 XJtauIic. 6 4 2 0 68 60 50 10 8 victaulic.com 5.0 PERFORMANCE (CONTINUED) Series UMC without Control Valve -- -J -- - I aj - -- - — — • - - — --- ----- — 1 - II R -- -.- ----- mi — — - - a ------ .. --- — - --- ---- - — _, --- _____. ______--- -----v — -- -- iI • ow _ Mon _,-- :••Ni M -MME mom mo M111 ME mom . I 10m __..,I___, IN — ME ONE MENI MEN ENEW IM A•waINSa IN ONa _...Ia_...wa__.i____ U14UA — uuva•u•wa•wu IiUWIM 11111110I U••IIRUUIIIU .iiwaw ur .•ua au ..uira•r . mom rENO w•ui au riia • No NEW WE uiui IW aiuwiu•ura•uwi•wimu ii mom rimom vi•wii•viu iiiwv UI, auu,iimom tu•ai•iaiu I1UVIUT UI' iUWUUi'iI•iIiII IIIAIU IF II,AII.I,1IIF1IIuII IiII1 liT Il!AIIIIIIII'llllllll TI1AIIP IF I HIM 11 1 oil lAHI W II11III1iIIVAIV liii iii • uuliiii,aiilu,,iilul 200 300 400 500 1000 2000 4000 FLOW RATE - GPM NOTE Includes friction loss across flow switch FLOW RATE- 1PM 200 300 400 500 1000 2000 3000 4000 10000 15000 10.00 9.00 8.00 7.00 6.00 5.00 4.00 3.00 2.75 230 2.25 2.00 1.75 130 125 1.00 50 60 70 100 30.72 15916 Rev A Updated 01/2022 © 2022 Victaulic Company. All rights reserved. victauliccom 6 \j(tauIic 6 4 2 0 victaulic.com 5.0 PERFORMANCE (CONTINUED) Series UMC with Control Valve FLOW RATE - LPM 200 300 400 500 1000 2000 3000 4000 10000 15000 10.00 9.00 8.00 7.00 6.00 5.00 68 60 50 I0 8 ===== -- --- - -- -- — - — ---w -- — - — - — — — — — - — — — — — - == — - - --- - -- — — -- .. - — -- . — — -- -- -- -- S -- == ==== -- - -- -- --- -- -- -- --- -- - --- --. -- --. — U - — -- - — - MIN === ==- - - - - - ---- - - — -- --- -- — -- — — -- — — — — — — — — — --. — - - - — — -- — — - • --I J — — - -- - - — — - - - -- - -- -- : — - _._ -- — - -- __. __.. -- — . • •• •• -- — • --U, mom . .. .m -- - •• ..w. .. __ 011111111111 - iu• i•w . U. U ••UU • ._... UI U IU I•• • a•• i No NINE •• i a•a i I U U IIUU i• UI IUH U, U U IlU ii• ii mu IT I II I 1111 II 111111 II I 1111111 liii. V I I liii III IIiIIII T I liii III I liii I I I III III 1411111 111111 111111111 200 300 400 500 1000 2000 4000 FLOW RATE - GPM U) 0;. 4.00 0 0 W 3.00 C#) 2.75 2.50 2.25 2.00 1.75 1.50 1.25 1.00 50 60 70 100 NOTE Includes friction loss across flow switch 30.72 15916 Rev A Updated 01/2022 © 2022 Victaulic Company. All rights reserved. victaulic.com 7 ',/taUIiC victaulic.com 6.0 NOTIFICATIONS VIING 0 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 10.17: FireLock® Ball Valve 10.54: Victaulic FireLockTM Innovative Groove System I IGSTM 10.64: Victaulic® FireLockTM Installation-Ready' Rigid Couplings 10.81: FireLock® Butterfly Valve 30.71: Series UM Universal Manifold Assembly 30.73: Victaulic® Series UTD Universal Test and Drain 30.74: Victaulic® Series ARV Adiustable Relief Valve 1-100: Field Installation Handbook I-UMC: Series UMC Universal Manifold Check Assembly User Responsibility for Product Selection and Suitability Each user bears final responsibility for making a determination as to the suitability of Victaulic products for a particular end-use application, in accordance with industry standards and project specifications, as well as Victaulic performance, maintenance, safety, and warning instructions. Nothing in this or any other document, nor any verbal recommendation, advice, or opinion from any Victaulic employee, shall be deemed to alter, vary, supersede, or waive any provision of Victaulic Company's standard conditions of sale, installation guide, or this disclaimer. Intellectual Property Rights No statement contained herein concerning a possible or suggested use of any material, product, service, or design is intended, or should be constructed, to grant any license under any patent or other intellectual property right of Victaulic or any of its subsidiaries or affiliates covering such use or design, or as a recommendation for the use of such material, product, service, or design in the infringement of any patent or other intellectual property right. The terms "Patented" or "Patent Pending" refer to design or utility patents or patent applications for articles and/or methods of use in the United States and/or other countries. Note This product shall be manufactured by Victaulic or to Victaulic specifications. All products lobe installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. Installation Reference should always be made to the Victaulic installation handbook or installation instructions of the product you are installing. Handbooks are included with each shipment of Victaulic products, providing 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. Trademarks Victaufic and all other Victaulic marks are the trademarks or registered trademarks of Victaulic Company, and/or its affiliated entities, in the U.S. and/or other countries. 30.72 15916 Rev A Updated 01/2022 © 2022 Victaulic Company. All rights reserved. victaulic.com \/(tauIic. 111 Hydraulic Overview Job Number: 22-3636-02 - ATTIC Report Description: Light Hazard (RA-1) Job Job Monster Design Engineer 22-3636-02 JASON NICHOL Job Norma: Villa 67 @ Hilton Marbrisa Resort PhOny 858-5134949 FAX Mdr000 I 1585 Marbrisa Circle State CerDftcatlon/Uuense Number C-16-588039 Address 2 Carlsbad, Ca 92008 AJ-IJ Carlsbad Fire Dept Address 3 Job bitntEutding Villa 67 System D-eity NeC ot App ticabon 0.100gpm/ft2 1500.0oft2 (Actual 284.30ft2) Most Demanding Sprinkler Data Mono Streams 5.6 K-Factor 25.00 at 19.930 100.00 C000nage Per Sprintiler Number Of Sprinklers Calculated 120.00ft2 7 System Preosute Demand System Ftyo. Demand 58.267 178.36 Total Demand 278.36 @ 58.267 Pressure Result +5.472 (8.6%) Supplies Check Point Gauges Node Name Flow(pm) Hose Flow(ppm) Static(psi) Residual(psi) Identifier Pressure(psi) K-Factor(K) Flow(pom) 1 Water Supply 3750.00 100.00 64.000 32.000 LV3_BOR 41.765 27.6 178.36 LV2_BOR 0.000 0 0.00 22-3636-02_revised-12.cad Water Supply at Node 1(3750.00. 100.00, 64.000, 32.000) 100 90 70 Static Pressure 64.000 - - U .. ._ 60 178.36@8.267 _ - 278.36 with hose streams 5O- 40 System demand curve S4 M4Fff 750.00i32.000 30 - - - : -. 6750 7500 A1902220000 3750 4500 5250 6000 Water flow, gpm , © M.E.P.CAD, Inc. fIll AutoSPRINK 2018 04.4.5.0 9/13/2023 1:18:26PM Page 1 1111Hydraulic Summary Job Number: 22-3636-02 - ATTIC Renort Descrintion: Lioht H27ard (RA-fl Job Job Number 22-3636-02 Design En9lnoen JASON NICHOL Job Name Villa 67 @ Hilton Marbrisa Resort State ConbitoatostUcensa Number C-16-588039 Address I 1585 Marbrisa Circle A}IJ Carlsbad Fire Dept Address 2 Carlsbad, Ca 92008 Job SaiBuilding Villa 67 Address 3 Drawing Name 22-3636-02_revised-1 2. cad System Remote Area(s) Most Denrarding Sprinkler Data 5.6 K-Factor 25.00 at 19.930 Occupancy Light Hazard Job Suffix ATTIC Hose Allowance At Source 100.00 Density 0.100gpm/ft° Area of Application 1500.00ft' (Actual 284.30ft2) Additional Hose Supplies Node Flow(øm) Number Ofitprirrfrdono Calculated 7 Cevorage Per Sprinkler 120.00ft2 AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Total Hose S000ms 100.00 System Flow Demand 178.36 Total Water Required (tnobidirg Hose ddse,oroo) 278.36 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Gnawed 18.16 between nodes 303 and 304 Moolnrum VoiveAS Under Ground 4.09 between nodes 5 and 6 Volume capacity of Wet Pipes 16099.47ga1 Volume ssp000y of Dry Pipes Supplies Node Name Hose Flow (gpm) Static (psi) Residual (psi) Flow (gpm) Available Total Demand (psi) @ (gpm) Required (psi) Safety Margin (psi) 1 Water Supply 100.00 64.000 32.000 I 3750.00 63.740 278.36 58.267 5.472 Contractor Contractor umber Contact Name Contact Trite Name Of C000actor Phone Extension Address I FAX Address 2 E-mail Address S Web.Sito © M.E.P.CAD, Inc. AutoSPRlNK 2018 04.4.5.0 9/13/2023 1:18:28PM Page 2 111 Hydraulic Graph Job Number: 22-3636-02 - ATTIC Rnnrt Bsr.rintinn I inht I-IDl7ry1 (RA-1' Water Supply at Node I 100— - 80— 70— - - Static Pressure 64.000 60: 178.36t 58.267 278.36 with hose streams 50 40 S stem demand curve - 750.00 c 32.000 ::ii________ 10— 0_Hhhhhhh1 11111111 11111111 111111111 ItIIIl 111111111 111111111 0150 1500 2250 3000 3750 4500 5250 6000 6750 7500 Water flow, gpm Hydraulic Graph Water Supply at Node 1 Stady: P- 64.000 Residual: P- 32.000 @ 3750.00 Available Pressure at Terre of Test 63.740 @ 278.36 system Demand 58.267 © 178.36 System Demand tlndsdurs Hcseteleaarce at5era) - 58.267 @ 278.36 , © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 9/13/2023 1:18:29PM Page 3 IHydraulic Graph I Job Number: 22-3636-02 - ATTIC D.....* fl...;...e...... 1;-1, U ---- A IDA 1 LV3_BOR too— go--- 70 70— Static Pressure 64.000 60- - 178.36 @ 41.765 40 - 278.36 with hose streams N 750.00 32.000 30 - S stem demand curve 20 0— lll 1 11lIIIIl 111111111 111111111 11111(111 IIIIfII 111111111 111111111 0750 1500 2250 3000 3750 4500 5250 6000 6750 7500 Water flow, gpm H,t,euIie Graph LV3_BOR Static: Pressure N/A Residual: Pressure N/A Available Pressure at rime of Test N/A System Derrass 41.765 © 178.36 System esmerd (thdudivg Hose IJleaearoe at Sourest 41.765 @ N/A (, © M.E.P.CAD, Inc. FIJI AutoSPRINK 2018 04.4.5.0 9/13/2023 1:18:29PM Page 4 1111 HydrauIic Graph Job Number: 22-3636-02 - ATTIC Psunrsrf flaaae,rintLrsrs I jr,ht 1-Irarerard 1QA1 LV2_BOR 100-: 90- 70— Static Pressure 64.000 CL 40 - 30 750.00 32.000 ::i ________ OH System demand curve o_- .00 0.000 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 0750 1500 2250 3000 3750 4500 5250 6000 6750 7500 Water flow, gpm teydlaul:r Graph LV2_BOR Static: Pressure N/A Residual: Pressure N/A Available Presau at 11110 at Test N/A system Demand 0.000 @ 0.00 System Demand (tnauairg Mesa Moeance ataasrcal 0.000 @ N/A ,©M.E.P.CAD, Inc. §1 AutoSPRINK2016v14.4.5.0 9/13/2023 1:18:29PM Page 5 111 Summary Of Outfiowing Devices Job Number: 22-3636-02 - ATTIC Rnnrf fl ,'nnfn I inht W ... r,I (A11 Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Sprinkler 502 25.03 25.00 5.6 19.981 Sprinkler 503 25.00 25.00 5.6 19.930 c Sprinkler 504 25.00 25.00 5.6 19.930 Sprinkler 505 25.02 25.00 5.6 19.969 Sprinkler 506 25.12 25.00 5.6 20.120 Sprinkler 511 25.94 12.00 5.6 21.456 c Most Demanding Sprinkler Data , © M.E.P.CAD, Inc.jj AutoSPRlNK 2018 v14.4.5.0 9/13/2023 1:18:37PM Page 6 1111NOde Analysis Job Number: 22-3636-02 - ATTIC Renort flAnrintinn inht H7lrd (RA-fl Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1 -3-0 S 58.267 178.36 502 35-6 Spr(-19.981), Tr(2'-O) 19.981 25.03 503 35-6 Spr(-19.930), Tr(2'-O) 19.930 25.00 504 35-6 Spr(-19.930) 19.930 25.00 505 35-6 Spr(-19.969), Tr(2-0) 19.969 25.02 506 35-6 Spr(-20.120), Tr(2-0) 20.120 25.12 511 35-21/2 Spr(-21.456) 21.456 25.94 512 31-21/2 Spr(-23.673) 23.673 27.25 2 4-0 T(46'-21/2) 58.214 3 -3-0 LtE(14-2) 58.140 4 -3-0 LtE(11-6%) 5.4827 5 4-0 53.359 6 4-0 LtE(11'-6%) 52.835 7 4-0 52.362 8 0-6 50.717 9 9-4 fE(6-8/2) 46.625 10 9-71/2 45.581 35 4-0 54.175 40 4-0 54.155 301 17-10 P0(16-51/2), LV3_BOR 41.765 302 29-8 fE(5-3%) 31.667 303 29-8 30.489 304 29'-8 T(10'-O), Tr(2-0) 27.609 305 29-8 T(10'-O), Tr(2-0) 26.383 306 29-8 T(10'-O), Tr(2-0) 25.807 307 29-8 T(10'-O), Tr(2-0) 25.698 308 29-8 T(10'-O), Tr(2-0) 25.639 309 29-8 T(10-0) 25.631 310 29-8 T(1 0'-O) 25.655 312 29-8 Tr(2'-O), T(10-0) 25.395 313 29-8 T(10-0), Tr(2-0) 25.247 314 29-8 T(10-0) 25.240 315 29-8 T(10-0) 25.341 316 29-8 T(1 0'-O) 25.366 501 29-8 T(10'-O), Tr(2-0) 24.645 507 29-8 T(10-0) 24.440 508 29-8 T(1 0'-O) 25.126 509 29-8 T(5-0), Tr(2'-O) 25.134 510 29-8 T(5-0) 25.025 , © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 9/13/2023 1:18:38PM Page 7 IHydraulic Analysis Job Number: 22-3636-02 - ATTIC Renort Descriotion: Liaht Hazard (RA-1) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary =. .... . Route l ..... CM 2.0030 1.70 0.17 150 0.000039 6-0 Pt 0.000 504 503 35-6 356 25.00 5.6 19.930 19.930 Sprinkler, Tr(2-O) 2-0 8'0 Pe Pv CM 2.0030 26.70 2.72 150 0.006300 6-0 Pt 0.050 503 502 35-6 35'6 25.00 5.6 19.930 19.981 Sprinkler, Tr(2-0) 2-0 8'0 Pe Pv CM 2.0030 51.73 5.27 150 0.021413 53-9 Pf 2.136 502 501 35-6 298 25.03 5.6 19.981 24.645 Sprinkler, 7Tr(2'-O), 2E(11'-O), T(10-0) 46-0 999 Pa Pv 2.529 CM 2.0030 68.78 7.00 150 0.036263 18-OY2 Pf 1.162 501 306 29-8 298 17.04 24.645 25.807 Flow (q) from Route 2 2Tr(2-0), T(10'-O) 14-0 3201/z Pe P11 CM 2.0030 112.36 11.44 150 0.089917 4-41/2 Pf 0.575 306 305 29-8 29'8 43.59 25.807 26.383 Flow (q) from Route 3 . Tr(2'-O) 2-0 641/2 Pa PV CM 2.0030 139.92 14.25 150 0.134908 5-1 Pf 1.226 305 304 29-8 29-8 27.55 26.383 27.609 Flow (q) from Route 4 2Tr(2-0) 4-0 9'-1 Pa Pv CM 2.0030 178.36 18.16 150 0.211394 2-7'h Pt 2.880 304 303 29-8 29-8 38.45 27.609 30.489 Flow (q) from Route 5 E(11-0) 11-0 1371/2 Pe Pv FM 2.1570 178.36 15.66 120 0.222696 0-0 Pf 1.178 303 302 29-8 29-8 30.489 31.667 E(531/.) 5'-3Y2 5'-3'/ Pa Pv FR 2.6350 178.36 10.49 120 0.084016 0-0 Pt 4.968 302 301 29-8 17-10 31.667 41.765 f(-0.000), CV(0-0), BV(-2.096), 3tE(5'-11), PO(16-514), LV3_BO R 34-2 34-2 Pc Pv 5.130 FR 3.2600 178.36 6.86 120 0.029798 8-6 Pf 0.253 301 10 17-10 9'-7V2 41.765 45.581 8-6 Pc Pv 3.563 FR 3.2600 178.36 6.86 120 0.029798 0-0 Pt 0.921 10 9 97h/z 9-4 45.581 46.625 tT(17-51/z), 2tE(6-8'h) 30-11 30-11 Pa Pv 0.122 FR 3.2600 178.36 6.86 120 0.029798 8-10 Pt 0.263 9 8 9-4 0-6 46.625 50.717 8-10 Pe Pv 3.829 UG 4.2200 178.36 4.09 140 0.006374 9-11 Pt 0.127 8 7 0-6 -3-0 50.717 52.362 LtE(10'-01/2) 10-0',4 19-11'/z Pc Pv 1.517 UG 4.2300 178.36 4.07 150 0.005546 46-10 Pf 0.473 7 6 4-0 -3-0 52.362 52.835 E(19-21A), EE(7'-8), LtE(11-6V2) 38-5 85-3 Pc Pv -0.000 UG 4.2200 178.36 4.09 140 0.006374 12-0 Pt 0.524 6 5 -3-0 -3-0 52.835 53.359 3LtE(10-0V2), CV(36-9'h), PIV(3 -4) 70-3 82-3 Pa Pv 0.000 UG 4.2300 178.36 4.07 150 0.005546 143-6'/ Pt 0.796 5 40 -3-0 4-0 53.359 54.155 14361/2 Pc Pv UG 6.0900 178.36 1.96 150 0.000940 21-0 Pt 0.020 40 . 35 -3-0 -3-0 54.155 54.175 21-0 Pa Pv UG 4.2300 178.36 4.07 150 0.005546 59-11'/2 Pt 0.652 35 4 -3-0 -3-0 54.175 54.827 EE(7'-8), 2E(19-2V2), LtE(11-61/2 57-7Y2 117'7 Pc Pv UG 6.2800 178.36 1.85 140 0.000920 10-0 Pf 3.313 4 3 4-0 4-0 54.827 58.140 3LtE(14'-2), BFP(-3.264) 42-6'/ 52-6% Pa Pv -0.000 UG 6.0900 178.36 1.96 150 0.000940 17-10 Pt 0.075 3 2 4-0 -3-0 58.140 58.214 EE(10-91/2), GV(4-71/2), 7(46-2 61-7% 7951A Pc Pv 0.000 . © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 9/13/2023 1:18:40PM Page 8 IHydraulic Analysis Job Number: 22-3636-02 - ATTIC Reoort Descriotion: Liaht Hazard (RA-11) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary UG 11.6500 178.36 0.54 150 0.000040 928-8 Pt 0.053 2 1 -3-0 -3-0 58.214 58.267 10EE(17-5), 3GV(8'-0Y2), 2T(80' -51/2), E(36'-21/2), S 395-6 1324-2% Pe Pv 100.00 Hose Allowance At Source 1 278.36 Route ..... CM 2.0030 23.30 2.37 150 0.004894 6-0 Pt 0.039 504 505 35-6 35'6 25.00 5.6 19.930 19.969 Sprinkler, Tr(2'-O) 2-0 8'-0 Pe Pv CM 2.0030 48.32 4.92 150 0.018873 6-0 Pt 0.151 505 506 35-6 35'6 25.02 5.6 19.969 20.120 Sprinkler, Tr(2'-O) 2-0 8-0 Pc Pv CM 2.0030 73.44 7.48 150 0.040942 11-9 Pt 1.791 506 507 35'-6 29-8 25.12 5.6 20.120 24.440 Sprinkler, 2E(11'-O), T(11 0'-0) 32-0 43-9 Pe Pv 2.529 CM 2.0030 17.04 1.74 150 0.002745 67-10 Pt 0.205 507 501 29-8 29'-8 24.440 24.645 3Tr(2'-O), cplg(1'-O) 7-0 74'10 Pe Pv =. ..... Route 3 ..... BL 1.1010 25.94 8.74 150 0.110077 5-61/2 Pt 1.162 511 510 35-21/2 29-8 25.94 5.6 21.456 25.025 Sprinkler, T(5'-O) 5-0 10-6% Pc Pv 2.407 CM 2.0030 25.94 2.64 150 0.005971 7-0 Pt 0.101 510 508 29-8 29-8 25.025 25.126 T(1 0'-O) 10-0 17-0 Pc Pv CM 2.0030 19.53 1.99 150 0.003532 106-0 Pt 0.572 508 307 29-8 29'8 25.126 25.698 2E(11'-O), 7Tr(2'-O), 21(10-0) 56-0 162'-0 Pc Pv CM 2.0030 43.59 4.44 150 0.015595 5-0 Pt 0.109 307 306 29-8 29'8 24.06 25.698 25.807 Flow (q) from Route 6 Tr(2'-O) 2-0 7'0 Pc Pv =. ..... Route 4 ..... SP 1.1010 27.25 9.18 150 0.120561 1-61/2 Pf 0.789 512 509 31-2% 29-8 27.25 5.6 23.673 25.134 Sprinkler, T(5'-O) 5-0 6-6% Pc Pv 0.671 CM 2.0030 33.66 3.43 150 0.009666 1-0 Pt 0.106 509 314 29-8 29-8 6.41 25.134 25.240 Flow (q) from Route 8 T(1 0'-O) 10-0 11-0 Pc Pv CM 2.0030 9.60 0.98 150 0.000949 5-0 Pt 0.007 314 313 29-8 29'8 25.240 25.247 Tr(2'-O) 2-0 70 Pc Pv CM 2.0030 66.00 6.72 150 0.033599 4-4% Pt 0.148 313 312 29-8 29-8 56.40 25.247 25.395 Flow (q) from Route 9 4-41/2 Pc Pv CM 2.0030 27.55 2.81 150 0.006675 104-0 Pt 0.988 312 305 29-8 29'8 25.395 26.383 T(10'-O) 12Tr(2'-O), T(1 0'-O) 44-0 148'0 Pc Pv .Route 5 ..... CM 2.0030 38.45 3.91 150 0.012364 7-1 Pt 0.261 312 310 29-8 29-8 25.395 25.655 Tr(2'-O) Tr(2'-0), 1(10-0) 14-0 21'1 Pc Pv CM 2.0030 38.45 3.91 150 0.012364 106-0 Pt 1.954 310 304 29-8 29'4 25.655 27.609 10Tr(2'-O), 2E(11'-O), T(10-0) 52-0 158'O Pc Pv =. ..... Route 6 ..... CM 2.0030 14.63 1.49 150 0.002070 104-0 Pt 0.298 315 308 29'-8 29-8 24.06 25.341 25.639 Flow (q) from Route 10 15Tr(2'-O), T(10'-O) 40-0 144'0 Pc Pv CM 2.0030 24.06 2.45 150 0.005193 9-5 Pt 0.059 308 307 29-8 29'8 9.42 25.639 25.698 Flow (q) from Route 7 Tr(2'-O) 2-0 11'5 Pc Pv =...... Route 7 ..... CM 2.0030 9.42 0.96 150 0.000917 7-01/2 Pt 0.025 315 316 29-8 29-8 24.06 25.341 25.366 1(10-0), Flow (q) from Route 10 1(10-0) 20-0 27-0% Pc Pv © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 9/13/2023 1:18:40PM Page 9 IHydraulic Analysis Job Number: 22-3636-02 - ATTIC Rnnrt flpscrintinn I inht Ha7ir1 (R.-1 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary CM 2.0030 9.42 0.96 150 0.000917 120-91/2 Pt 0.265 316 309 29-8 29'8 25.366 25.631 13Tr(2-0), 12E(11-0), T(10-0) 168-0 28891/z Pe Pv CM 2.0030 9.42 0.96 150 0.000917 7-0% Pt 0.008 309 308 29-8 29'8 25.631 25.639 Tr(2-0) 2-0 9-0% Pe Pv =. ..... Route 8 ..... CM 2.0030 6.41 0.65 150 0.000450 5-0 Pt 0.008 508 509 29-8 298 25.126 25.134 T(10-0) Tr(2-0) 12-0 17'O Pe Pv =. ..... Route 9 ..... CM 2.0030 56.40 5.74 150 0.025120 18-1% Pt 0.807 507 313 29-8 29-8 17.04 24.440 25.247 Flow (q) from Route 2 2Tr(2-0), T(10'-O) 14-0 321% Pe Pv Route 10 ..... CM 2.0030 24.06 2.45 150 0.005193 9-5 Pf 0.101 314 315 29-8 29-8 9.60 25.240 25.341 Flow (q) from Route 4 T(10-0) 10-0 19'5 Pe Pv Equivalent Pipe Lengths of Valves and Fittings (C=120 only) Actual Inside Diameter ( Schedule 40 Steel Pipe Inside Diameter 487 ) = Factor C Value Multiplier Value Of C 100 130 140 Multiplying Factor 0.713 1.16 1.33 150 1.51 ©M.E.P.CAD, Inc. jAutoSPRINK2018v14.4.5.0 9/13/2023 1:18:40PM Page 10 NJjYjHydraulic Analysis Job Number: 22-3636-02 - ATTIC I-epon Liescripuon: Ligni riazara çr/k-i Pipe Type Diameter Flow Velocity HWC Friction Loss I Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length ISummary Upstream Total Length Pipe Type Legend Units Legend Fittings Legend AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain Discharge gpm BalV Ball Valve DR Drop BFP Backfiow Preventer DY Dynamic Velocity fps BV Butterfly Valve FM Feed Main Pressure psi C Cross Flow Turn 90° FR Feed Riser Length Foot cplg Coupling MS Miscellaneous Friction Loss psi/Foot Cr Cross Run OR Outrigger HWC Hazen-Williams Constant CV Check Valve RN Riser Nipple Pt Total pressure at a point in a pipe DelV Deluge Valve SP Sprig DPV Dry Pipe Valve ST Stand Pipe Pn Normal pressure at a point in a pipe E 90° Elbow UG Underground Pf Pressure loss due to friction between points EE 45° Elbow Pe Pressure due to elevation difference between indicated Eel 11 '4° Elbow points Ee2 221W Elbow Pv Velocity pressure at a point in a pipe 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 LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV 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 . © M.E.P.CAD, Inc. AutoSPRlNK 2018 04.4.5.0 9/13/2023 1:18:40PM Page 11 Ijjjj Check Point Gauge Data Job Number: 22-3636-02 - ATTIC Report Description: Light Hazard (RA-1) Gauge Pressure(psi) K-Factor(K) Flow(gpm) Inlet Static Pressure(psi) Elevation(Foot) LV2_BOR 0.000 0 0.00 0.000 14-0 Vz LV3_BOR 41.765 27.6 178.36 50.968 17-10 ©M.E.P.CAD, Inc. AutoSPRINK2018v14.4.5.0 9/13/2023 1:18:41PM Paqe 12 My IRiser Tag I I Job Villa 67 @ Hilton Marbrisa Resort 1585 Marbrisa Circle Carlsbad, Ca 92008 Design Basis Occupancy: Total Sprinklers: Number Of Sprinklers Calculated: K-Factor: Orifice Size: Design Density: Average Density: Area of Application: Demand At Base Of Riser (LV3_BOR) Total Demand Flow(gpm): Pressure(psi): Job Number: 22-3636-02 - ATTIC Light Hazard 270 7 5.6 0 0.1oogpm/ft2 0.627gpm1ft2 1500.00ft2 (Actual 284.30ft2) 178.36 41.765 Water Supply Information At Time Of Design Static Pressure(psi): 64.000 Residual Pressure(psi): 32.000 Supply Flow(gpm): 3750.00 Total Demand Flow(gpm): 278.36 Total Demand Pressure(psi): 58.267 ,© M.E.P.CAD, Inc. g1l AutoSPRINK 2018 04.4.5.0 9/13/2023 1:18:42PM Page 13 dliRiser Tag I I Job Villa 67 @ Hilton Marbrisa Resort 1585 Marbrisa Circle Carlsbad, Ca 92008 Design Basis Occupancy: Total Sprinklers: Number Of Sprinklers Calculated: K-Factor: Orifice Size: Design Density: Average Density: Area of Application: Job Number: 22-3636-02 - ATTIC Light Hazard 270 VA 5.6 0 0.1 oogpm/ft2 0.627g pm/ft2 1500.00ft2 (Actual 284.30ft2) Demand At Base Of Riser (LV2_BOR) Total Demand Flow(gpm): 'III'] Pressure(psi): [1111111] Water Supply Information At Time Of Design Static Pressure(psi): 64.000 Residual Pressure(psi): 32.000 Supply Flow(gpm): 3750.00 Total Demand Flow(gpm): 278.36 Total Demand Pressure(psi): 58.267 0 M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 9/13/2023 1:18:42PM Page 14 Hydraulic Overview Job Number: 22-3636-02 - LV3 UNIT Reoort Descriotion: Liqht Hazard (RA-2) Job Job Nanrber Design Engineer 22-3636-02 JASON NICHOL Job 00mm Villa 67 @ Hilton Marbrisa Resort Phone 858-513-4949 FAX Add.. I 1585 Marbrisa Circle State Cergftralorduoenso Number C-16-588039 Mdr0002 Carlsbad, Ca 92008 AM Carlsbad Fire Dept Add,000 3 Job SileiSiiitding Villa 67 System Density Area of Application 0.100gpm/ft2 1500.00ft2 (Actual 458.62ft°) Most Demanding Sprinkler Data Hone Streams 4.9 K-Factor 17.00 at 12.037 100.00 Coverage Per Sprinkle, Nllnrbe, OrSprtnkreeo Caloulotod 225.00ft° 4 System Pressure Derrand Xyelenr Plea Demand 32.661 67.20 Total Demand 167.20 @32.661 Pressure Result +31.238(48.9%) Supplies Check Point Gauges Node Name Flow(pnm) Hose Flow(apm) Static(psi) Residual(psi) Identifier Pressure(psit K-Factor(K) Flow(pnm) 1 Water Supply 3750.00 100.00 64.000 32.000 LV3_B0R 18.938 15.44 67.20 LV2_B0R 0.000 0 0.00 22-3636-02revised-12.cad Water Supply at Node 1(3750.00, 100.00, 64.000, 32.000) 100- 90- 80- 70- 64.000 Static Pressure 60 CL W rr 2f ° 1, N EL 40 7.20 32.6613750 30 , 00 @ 32.000 - System demand curve : 0 Jilili LLJ.LI.I.L J.I.L11.LJ. LLJ..I.LI.I.IJ J..l..l..l..I..I.. 11111111 I I I I I I 6750 7500 1Q92503000375045005250 6000 Water flow, gpm , © M.E.P.CAD, Inc. jAutoSPRlNK 2018 v14.4.5.0 9/13/2023 1:12:34PM Page 1 Hydraulic Summary Job Number: 22-3636-02 - LV3 UNIT Renort eqrrrintinn I inht Huta,ourd IRA-91 Job Job Number 22-3636-02 Design Engineer JASON NICHOL Job Name: Villa 67 @ Hilton Marbrisa Resort State Certhlca000tUoanoa Number C-16-588039 Mdrasol 1585 Marbrisa Circle AHJ Carlsbad Fire Dept Addrena 2 Carlsbad, Ca 92008 Job SitsiBuilding Villa 67 Mdr005 3 Drouoirg Name 22-3636-02_revised-12.cad System Remote Area(s) Most Demanding Sprtntse, Data 4.9 K-Factor 17.00 at 12.037 000uporny Light Hazard Job Sutitlo LV3 UNIT Hose ullowonce At Sourer 100.00 Density 0.100gpm/ft2 koa ofdppllOaflofl 1500.00ft2 (Actual 458.62ft2) Additional Hose Supplier Node Flow(gm) Number OF Sprinklers Calculated 4 Cocerage Per Sprinkler 225.00ft2 AutoPook Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Total Hose Streams 100.00 System Flow Darnerd 67.20 Total Water Required (including Rosa itllOwance) 167.20 Moolmurn Pressure Unbalance In Loops 0.000 Mocinrum Velocity Ad,00e Ground 6.84 between nodes 303 and 304 Mos&numVi000dy Under Ground 1.54 between nodes 5 and 6 Volume capacity of Wet Pipes 16099.47ga1 Volume capacity of Dry Pipes Supplies Node Name Hose Flow (gpm) Static (psi) Residual (psi) Flow (gpm) Available Total Demand (psi) (gpm) Required (psi) Safety Margin (psi) 1 Water Supply 100.00 6.4000 32.000 3750.00 63.899 I 167.20 32.661 31.238 Contractor ConSoctor Number Contact Name Contact 1100 Name of Cont Phone Extension Addwso I - FAX Add— 2 Email Address 3 Web.SF5 , © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 9/13/2023 1:12:36PM Page 2 1111 Hydrau1ic Graph Job Number: 22-3636-02 - LV3 UNIT Qesn,srt fleset rtnfinn I krht Wrereral (PAJ)' Water Supply at Node I 100-: 90 H 80— 70— Static Pressure 64.000 60- CL 40 7.20 32.661_01 I \ 750.00 32.000 30 - 167.20 with hose streams 5 stemdemand curve 20 01 111 ttHH 111111 I I I I I I I I I I I I I I I I I I I I I \I I I I I I I I I I I I I I I I I I I I 0150 1500 2250 3000 3750 4500 5250 6000 6750 7500 Water flow, gpm Hydraulic Graph Water Supply at Node 1 Slahe. Pressure 64.000 Residual: Pressure 32.000 @ 3750.00 Avaaable Pressure at rprrre of Test 63.899 @ 167.20 System Demand 32.661 @ 67.20 System. Derraod llnduairg flcsatetaeance at Sautce) 32.661 @ 167.20 , © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 9/13/2023 1:12:37PM Page 3 ~jjjjHydraulic Graph Job Number: 22-3636-02 - LV3 UNIT LV3_BOR 100 -: 90 - 70— Static Pressure 64.000 60- ':iii _____________ 750.00 32.000 167.20 with hose streams : S'stem demand cue 10 111111111 11111111 iii III liii 11111 liii I II I I I I I I °750 1500 2250 3000 3750 4500 5250 6000 6750 7500 Water flow, gpm Hydraulic Graph LV3BOR State: Pressure N/A -. Residual: Pressure N/A Available Pressure at tme of Test N/A System Demand 18.938 @ 67.20 Srslemoanrand(lrriudlrg yraedjlea,ares atSeurra) - 18.938 @ N/A , © M.E.P.CAD, Inc. L111 AutoSPRINK 2018 04.4.5.0 9/13/2023 1:12:37PM Page 4 1111Hydraulic Graph Job Number: 22-3636-02 - LV3 UNIT Rssna,rf flssre,rinfinn I i,sht Wre,rerd (PA..91 LV2_BOR 100— 90— 80- 70- Static Pressure 64.000 60— CL 50 4011 \ 750.00 32.000 ::ii _________ 10 T I System demand curve — U 111111111 1 IlIlillI III 111111 I 1111111 111111 I I I I I I I I I 0150 1500 2250 3000 3750 4500 5250 6000 6750 7500 Water flow, gpm Hydravia Graph LV2_BOR StaliA: Pressure N/A Residual: Pressure N/A Available Pressure at tree attest N/A system Demand 0.000 @ 0.00 System Demand (Induding flssediteaanra at sandra) 0.000 © N/A . © M.E.P.CADr Inc. AutoSPRINK 2018 04.4.5.0 9/13/2023 1:12:37PM Page 5 1111 Summary Of Oufflowing Devices Job Number: 22-3636-02 - LV3 UNIT Report Description: Liqht Hazard (RA-2) Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Sprinkler 401 17.08 17.00 4.9 12.152 c Sprinkler 402 17.00 17.00 4.9 12.037 Sprinkler 403 16.58 13.00 4.9 11.454 Sprinkler 404 16.53 13.00 4.9 11.383 c> Most Demanding Sprinkler Data f. © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 9/13/2023 1:12:46PM Page 6 111INode Analysis Job Number: 22-3636-02 - LV3 UNIT RAnnrt flerintinn I inht Hi7irt1 (RA-7' Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1 4-0 S 32.661 67.20 401 27'-7 Spr(-12.152) 12.152 17.08 402 27-10% Spr(-12.037) 12.037 17.00 403 27-10% Spr(-11.454) 11.454 16.58 404 27-101/2 Spr(-11.383) 11.383 16.53 2 -3-0 1(46-21/.) 32.652 3 4-0 LtE(14'-2) 32.640 4 4-0 LtE(11-6%) 28.632 5 4-0 28.390 6 -3-0 LtE(11-6%) 28.304 7 4-0 28.227 8 0-6 26.688 9 9-4 fE(6-81/.) 22.816 10 9-71/2 22.542 35 4-0 28.525 40 4-0 28.521 301 17-10 PO(16'-514), LV3_BOR 18.938 302 29-8 fE(5-3%) 13.067 303 29-8 12.874 304 29-8 T(10'-O), Tr(2-0) 12.401 305 29-8 1(10-0), Tr(2-0) 12.209 306 29-8 T(10'-O), Tr(2-0) 12.133 307 29-8 T(1 O'-O), Tr(2-0) 12.095 308 29-8 T(10'-O), Tr(2-0) 12.063 309 29-8 1(10-0) 12.060 310 29-8 T(10-0) 12.017 311 29-8 T(5-0) 11.986 312 29-8 T(10-0), Tr(2-0) 11.986 313 29-8 T(10-0) 11.989 314 29-8 Tr(2-0), T(10-0) 11.977 315 29-8 1(10-0) 11.954 316 29-8 1(10-0) 11.960 317 29-8 1(5-0), Tr(2-0) 11.888 318 29-8 1(5-0) 11.887 319 29-8 1(5-0) 11.983 501 29-8 1(10-0), Tr(2-0) 12.079 507 29-8 Tr(2-0), 1(10-0) 12.027 . © M.E.P.CAD, Inc. lilli AutoSPRINK 2018 04.4.5.0 9/13/2023 1:12:47PM Page 7 1111Hydraulic Analysis Job Number: 22-3636-02 - LV3 UNIT Renort Descriotion: Liaht H272rd (RA-2) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary =. ..... Route l ..... DR 1.1010 17.00 5.73 150 0.050373 2-2 Pt 0.714 402 319 27'-10'/2 29-8 17.00 4.9 12.037 11.983 Sprinkler, E(7'-O), T(5'-O) 12-0 14-2 Pe Pv -0.768 CM 2.0030 13.45 1.37 150 0.001772 97-81/2 Pt 0.226 319 305 29-8 29'8 11.983 12.209 10Tr(2'-O), T(1 0'-O) 30-0 127'8% Pe Pv CM 2.0030 51.24 5.22 150 0.021035 5-1 Pf 0.191 305 304 29-8 29'8 37.79 12.209 12.401 Flow (q) from Route 2 2Tr(2'-O) 4-0 9'1 Pe Pv CM 2.0030 67.20 6.84 150 0.034736 2-7% Pt 0.473 304 303 29-8 29-8 15.96 12.401 12.874 Flow (q) from Route 5 E(11'-O) 11-0 1371/2 Pe Pv FM 2.1570 67.20 5.90 120 0.036593 0-0 Pf 0.194 303 302 29-8 29-8 12.874 13.067 fE(5'-31/2) 5-31/2 5-3% Pe Pv FR 2.6350 67.20 3.95 120 0.013805 0,-0 Pt 0.740 302 301 29-8 17-10 13.067 18.938 f(-0.000), CV(0'-O), BV(-0.268), 3fE(5'-11), P0(16.51/2), LV3_130 R 34-2 34-2 Pe Pv 5.130 FR 3.2600 67.20 2.58 120 0.004896 8-6 Pf 0.042 301 10 17-10 9-71/2 18.938 22.542 8-6 Pe Pv 3.563 FR 3.2600 67.20 2.58 120 0.004896 0,-0 Pt 0.151 10 9 9-71/2 94 22.542 22.816 fl(17'-51/2), 2fE(6-8%) 30-11 30-11 Pe Pv 0.122 FR 3.2600 67.20 2.58 120 0.004896 8-10 Pt 0.043 9 8 94 0-6 22.816 26.688 8-10 Pe Pv 3.829 UG 4.2200 67.20 1.54 140 0.001047 9,-11 Pt 0.021 8 7 0-6 -3-0 26.688 28.227 LtE(10'-01/2) 10-0% 19-111/2 Pe Pv 1.517 UG 4.2300 67.20 1.53 150 0.000911 46-10 Pf 0.078 7 6 4-0 -3-0 28.227 28.304 E(19'-2%), EE(7'-8), LtE(11'-e1/2) 38'-5 85-3 Pe Pv -0.000 UG 4.2200 67.20 1.54 140 0.001047 12-0 Pr 0.086 6 5 -3-0 -3-0 28.304 28.390 3LtE(10'-01/2), CV(36'-9%), PIV(3 '.4) 70-3 82-3 Pe Pv 0.000 UG 4.2300 67.20 1.53 150 0.000911 143-61/2 Pt 0.131 5 40 -3-0 -3-0 28.390 28.521 143-6% Pe Pv UG 6.0900 67.20 0.74 150 0.000154 21-0 Pf 0.003 40 35 -3-0 -3-0 28.521 28.525 21-0 Pc Pv UG 4.2300 67.20 1.53 150 . 0.000911 59-111/2 Pt 0.107 35 4 -3-0 -3-0 28.525 28.632 EE(7'-8), 2E(19'-21/2), LtE(11'.61/2 57-71/2 117-7 Pe Pv UG 6.2800 67.20 0.70 140 0.000151 10-0 Pt 4.008 4 3 -3-0 -3-0 28.632 32.640 3LtE(14'-2), BFP(4.000) 42-61/2 52-6% Pe Pv -0.000 UG 6.0900 67.20 0.74 150 0.000154 17-10 Pt 0.012 3 2 -3-0 -3-0 32.640 32.652 EE(10'-91/2), GV(4'-71/2), T(46'-2 1/2) 61-7% 79'S'/z Pe Pv 0.000 UG 11.6500 67.20 0.20 150 0.000007 928-8 Pt 0.009 2 1 -3-0 -3-0 32.652 32.661 10EE(17'-5), 3GV(8'-0%), 2T(80' -51/2), E(36'-21/2), S 396-6 1324-2% Pe Pv 100.00 Hose Allowance At Source 1 167.20 =. ..... Route 2 ..... DR 1.1010 17.08 5.76 150 0.050820 2-8 Pt 0.746 401 311 27-7 29-8 17.08 4.9 12.152 11.986 Sprinkler, E(7'-O), T(5'-O) 12-0 14-8 Pc Pv -0.912 , © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 9/13/2023 1:12:48PM Page 8 1111Hydraulic Analysis Job Number: 22-3636-02 - LV3 UNIT Report Description: Lkiht Hazard (RA-2) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary CM 2.0030 1.12 0.11 150 0.000018 4-5 Pt 0.000 311 312 29'-8 29'8 11.986 11.986 Tr(2'-O) 2-0 6'5 Pe Pv CM 2.0030 4.67 0.48 150 0.000250 44h/2 Pt 0.004 312 313 29-8 29-8 3.55 11.986 11.989 Flow (q) from Route 9 T(1 0'-O) 10-0 1441/z Pe Pv CM 2.0030 13.09 1.33 150 0.001685 18-1 V2 Pt 0.037 313 507 29-8 29'8 8.42 11.989 12.027 Flow (q) from Route 3 2Tr(2'-O) 4-0 22'l% Pe Pv CM 2.0030 8.00 0.81 150 0.000678 67-10 Pt 0.052 507 501 29-8 29'8 12.027 12.079 Tr(2'-O) 3Tr(2'-O), cplg(1'-O) 9-0 7610 Pe Pv CM 2.0030 13.09 1.33 150 0.001685 18-0% Pt 0.054 501 306 29-8 29'-8 5.09 12.079 12.133 Flow (q) from Route 10 2Tr(2'-O), T(10'-O) 14-0 32-0% Pe Pv CM 2.0030 37.79 3.85 150 0.011974 4-41/2 Pt 0.077 306 305 29-8 29'8 24.69 12.133 12.209 Flow (q) from Route 6 Tr(2'-O) 2-0 6'41/2 Pc Pv =. ..... Route 3 ..... DR 1.1010 16.53 5.57 150 0.047838 7-7 Pt 1.272 404 317 27-101/2 29-8 16.53 . 4.9 11.383 11.888 Sprinkler, 2E(7'-O), T(5'-O) 19-0 26-7 Pe Pv -0.768 CM 2.0030 21.63 2.20 150 0.004266 3-6 Pt 0.066 317 315 29-8 29'8 5.10 11.888 11.954 Flow (q) from Route 4 Tr(2'-O), T(1 0'-O) 12-0 15'6 Pe Pv CM 2.0030 16.05 1.63 150 0.002456 9-5 Pt 0.023 315 314 29-8 29-8 11.954 11.977 9'-5 Pe Pv CM 2.0030 8.42 0.86 150 0.000745 5-0 Pt 0.013 314 313 29-8 29-8 11.977 11.989 Tr(2'-O) T(1 0'-O) 12-0 17-0 Pe Pv =. ..... Route 4 ..... DR 1.1010 16.58 5.59 150 0.048112 5-11% Pt 1.201 403 318 27-101/2 29-8 16.58 4.9 11.454 11.887 Sprinkler, 2E(7'-O), T(5'-O) 19-0 24-11% Pe Pv -0.768 CM 2.0030 5.10 0.52 150 0.000294 1-0 Pt 0.001 318 317 29-8 29'8 11.887 11.888 Tr(2'-O) 2-0 3'0 Pe Pv Route ..... - CM 2.0030 15.96 1.62 150 0.002431 2-8 Pt 0.031 311 310 29-8 29-8 1.12 11.986 12.017 Flow (q) from Route 2 T(1 0'-O) 10-0 12-8 Pc Pv CM 2.0030 15.96 1.62 150 0.002431 106-0 Pt 0.384 310 304 29-8 29'-8 12.017 12.401 10Tr(2'-O), 2E(11'-O), 1(10-0) 52-0 158'0 Pe Pv =. ..... Route 6 ..... CM 2.0030 5.58 0.57 150 0.000348 7-0% Pt 0.006 315 316 29-8 29-8 16.05 11.954 11.960 Flow (q) from Route 3 T(1 0'-O) 10-0 17'-O% Pe Pv CM 2.0030 5.58 0.57 150 0.000348 120-91/2 Pf 0.101 316 309 29-8 29'8 11.960 12.060 13Tr(2'-O), 12E(11'-O), 1(10-0) 168-0 288'9% Pe Pv CM 2.0030 5.58 0.57 150 0.000348 7-0% Pt 0.003 309 308 29-8 29'8 12.060 12.063 Tr(2'-O) 2-0 9'0% Pc Pv CM 2.0030 17.07 1.74 150 0.002752 9-5 Pt 0.031 308 307 29-8 29'8 11.49 12.063 12.095 Flow (q) from Route 7 Tr(2'-O) 2-0 11'5 Pe Pv CM 2.0030 24.69 2.51 150 0.005451 5,-0 Pt 0.038 307 306 29-8 29'8 7.63 12.095 12.133 Flow (q) from Route 8 Tr(2'-O) 2-0 7'0 Pe Pv Route ..... CM 2.0030 11.49 1.17 150 0.001323 '99'-6 Pt 0.177 318 308 29-8 29'8 5.10 11.887 12.063 Flow (q)from Route 4 12Tr(2'-O), 1(10-0) 34-0 133'6 Pc Pv Route ..... F- & © M.E.P.CAD. Inc. AutoSPRINK 2018 v14.4.5.0 9/13/2023 1:12:48PM Page 9 IHydraulic Analysis Job Number: 22-3636-02 - LV3 UNIT Renort Descrintion: Liaht H27ard (RA-2' Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length CM 2.0030 7.63 0.78 150 0.000620 112-0 Pt 0.118 314 29-8 11.977 T(10-0) 78-0 Pe 307 29'8 12.095 8Tr(2-0), 31(10-0), 2E(11'-O) 190-0 Pv =. ..... Route 9 ..... CM 2.0030 3.55 0.36 150 0.000150 6-4 Pf 0.003 319 29-8 13.45 11.983 Flow (q) from Route 1 12-0 Pe 312 29'8 11.986 Tr(2-0), T(10-0) 18-4 Pv =. ..... Route lO ..... CM 2.0030 5.09 0.52 150 0.000293 89-6 Pt 0.052 507 29-8 12.027 T(1 0'-O) 88-0 Pe 501 298 12.079 4E(11-0), 12Tr(2-0), 1(10-0) 1776 Pv Equivalent Pipe Lengths of Valves and Fittings (C120 only) C Value Multiplier Actual Inside Diameter 4.87 Value Of C 100 130 140 150 Schedule 40 Steel Pipe Inside Diameter ) = Factor Multiplying Factor 0.713 1.16 1.33 1.51 Pipe Type Legend Units Legend Fittings Legend AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing ON Drain Discharge gpm BalV Ball Valve DR Drop BFP Backflow Preventer DY Dynamic Velocity fps BV Butterfly Valve FM Feed Main Pressure psi C Cross Flow Turn 90° FR Feed Riser Length Foot cplg Coupling MS Miscellaneous Friction Loss psi/Foot Cr Cross Run OR Outrigger HWC Hazen-Williams Constant CV Check Valve RN Riser Nipple Pt . . - Total pressure at a point in a pipe DelV Deluge Valve SP Sprig - . . . DPV Dry Pipe Valve ST Stand Pipe Pn Normal pressure at a point in a pipe E 90° Elbow UG Underground Pt Pressure loss due to friction between points EE 45° Elbow Pe Pressure due to elevation difference between indicated Eel 11 1h° Elbow points Ee2 22W Elbow Pv Velocity pressure at a point in a pipe 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 LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV 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 © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 9/13/2023 1:12:48PM Page 10 Fjjjj Check Point Gauge Data Job Number: 22-3636-02 - LV3 UNIT Report Description: Light Hazard (RA-2) Gauge Pressure(psi) K-Factor(K) Flow(gpm) Inlet Static Pressure(psi) Elevation(Foot) LV2 BOR 0.000 0 0.00 0.000 14-0'h LV3_BOR 18.938 15.44 67.20 50.968 17-10 ©M.E.P.CAD, Inc. AutoSPRINK2O18v14.4.5.O 9/13/2023 1:12:49PM Page 11 II IRiserTag Job Villa 67 @ Hilton Marbrisa Resort 1585 Marbrisa Circle Carlsbad, Ca 92008 Design Basis Occupancy: Total Sprinklers: Number Of Sprinklers Calculated K-Factor: Orifice Size: Design Density: Average Density: Area of Application: Job Number: 22-3636-02 - LV3 UNIT Light Hazard 270 El 0.1oOgpm/ft2 0.147gpm/ft2 1500.00ft2 (Actual 458.62ft2) Demand At Base Of Riser (LV3BOR) Total Demand Flow(gpm): 67.20 Pressure(psi): 18.938 Water Supply Information At Time Of Design Static Pressure(psi): 64.000 Residual Pressure(psi): 32.000 Supply Flow(gpm): 3750.00 Total Demand Flow(gpm): 167.20 Total Demand Pressure(psi): 32.661 M.E.P.CAD, Inc. AutoSPRINK 2018 v14.4.5.0 9/13/2023 1:12:50PM Page 12 MY IRiser Tag Job Number: 22-3636-02 - LV3 UNIT u.e., Job Villa 67 @ Hilton Marbrisa Resort 1585 Marbrisa Circle Carlsbad, Ca 92008 Design Basis Occupancy: Light Hazard Total Sprinklers: 270 Number Of Sprinklers Calculated: El K-Factor: Orifice Size: Design Density: Average Density: Area of Application: Demand At Base Of Riser (LV2_BOR) Total Demand Flow(gpm): Pressure(psi): Mel IC 0.1OOgpm/ft2 0.147gpm/ft2 1500.00ft2 (Actual 458.62ft2) Water Supply Information At Time Of Design Static Pressure(psi): 64.000 Residual Pressure(psi): 32.000 Supply Flow(gpm): 3750.00 Total Demand Flow(gpm): 167.20 Total Demand Pressure(psi): 32.661 1, © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 9/13/2023 1:12:50PM Page 13 Hydraulic Overview Job Number: 22-3636-02 - LV2 UNIT Pasnoyrt flasoysrinti,on. I iebb (A3\ Job Job Number 000lyn Engineer 22-3636-02 JASON NICHOL Job Name- Villa 67 @ Hilton Marbrisa Resort Ph.. 858-513-4949 FAX MAroon I State coMootioy/Uoenoo Somber 1585 Marbrisa Circle C-16-588039 Address 2 Carlsbad, Ca 92008 AdIJ Carlsbad Fire Dept Addroso 3 Job Sito/butding Villa 67 System Dono*j Area otdppOooboy 0.100gpm/ft2 1500.00ft2 (Actual 447.92ft2) Most Domonding Sprinkler Data Hose Streams 4.9 K-Factor 20.00 at 16.660 100.00 Coverage Per Sprinkler Normmbo, Of SprInkler, Calculated 225.00ft° 3 System Pr000u,, bernard 500am PIste Demand 36.935 61.21 Total Demand 161.21 @36.935 Pressure Result +26.970 (42.2%) Supplies Check Point Gauges Node Name Flow(ppml Hose Flow(or)ml Static(psi) Residual(psi) Identifier Pressure(øsfl K-Factor(K) Flow(ppm) 1 Water Supply 3750.00 100.00 64.000 32.000 LV3_130R 0.000 0 0.00 LV2_B0R 24.978 12.25 61.21 22-3636-02_revised-12.cad lWater Supply at Node 1(3750.00, 100.00, 64.000, 32.000) L1 Min (, © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.4.5.0 9/13/2023 1:00:14PM Page 1 1111Hydraulic Summary Job Number: 22-3636-02 - LV2 UNIT ReDort DescriDtion: Liaht Hazard (RA-3 Job Job Numbs, 22-3636-02 Design Engines, JASON NICHOL Job Nara: Villa 67 @ Hilton Marbrisa Resort State CartffitatiooilJcansa Number C-16-588039 Address I 1585 Marbrisa Circle HJ-IJ Carlsbad Fire Dept Address 2 Carlsbad, Ca 92008 Job Site/building Villa 67 Address 3 Draving Name 22-3636-02_revised-12.cad System Remote Area(s) Most Demanding bprinEer Data 4.9 K-Factor 20.00 at 16.660 Otaupanoy Light Hazard Job Suffix LV2 UNIT Hose .sllowanoe At Source 100.00 Dafleltrj 0.100gpm/ft2 Area of Applloatlor 1500.00ft2 (Actual 447.921ta) Additional lose Supplies Node Flow(gpm) Number OlSprintdars Calculated 3 Coverage Per Sprinkler 225.00ft2 AutoP,ak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Right: 43.449 Total lose Streams 100.00 System Flow Demand 61.21 Total Water Required (Including Place Ntawanoe) 161.21 Maximum Pressure Unbalance In Loops 0.000 Maximum VieoodyAboca Ground 8.50 between nodes 114 and 115 Maximum Velocity Under Gneund 1.40 between nodes 5 and 6 Volume capacity at Wet Pipes 16099.47ga1 Volume capacity of Dry Pipes Supplies Node Name Hose Flow (gpm) Static (psi) Residual (psi) Flow (gpm) Available Total Demand (psi) (gpm) Required (psi) Safety Margin (psi) 1 Water Supply 100.00 64.000 32.000 I 3750.00 63.905 I 161.21 36.935 26.970 Contractor Contractor Number Contact Name Con taot hUe Name alContrauton Phone Eat,nsioO Address 1 FAX - Address 2 E.mail Address 3 Web-Site ©M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 9/1312023 1:00:16PM Page 2 ~jjljHydraulic Graph I Job Number: 22-3636-02 - LV2 UNIT Psursnrf fl'r,rsfi,cn I i.,hf Ure,,4 IPAJS\ Water Supply at Node I 100—: 80— 70--- -Static Pressure 64.000 60- N __________________ ':iii _____________ 1.21 36.935 161.21 with hose streams 750.00 © 32.000 30- S stem demand curve 20 10 01 W.LLLI LUiLUJ. 111111111 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 0T50 1500 2250 3000 3750 4500 5250 6000 6750 7500 Water flow, gpm Hydraulic Graph Water Supply at Node 1 Static: P- 64.000 Residual: Pressure 32.000 @ 3750.00 Available Pressure at rime atTest 63.905@ 161.21 System Derrierid 36.935 @61.21 System Darriene (tnsudlse Hasa aibeame arSeurce) 36.935 @ 161.21 ,©M.E.P.CAD, Inc. AutoSPRlNK 2018 04.4.5.0 9/13/2023 1:00:17PM Page 3 W IHydraulic Graph Job Number: 22-3636-02 - LV2 UNIT Paar,nrt r,-rinthcn I i,,ht I-1crd IPA-1\ LV2_BOR 100— 90— 80— 70— Static Pressure 64.000 — 60 —-s CIL 50 40 -\ 750.00 32.000 30- - .21 24.978 161.21 with hose streams 20 S stem demand cue 10 0_.LUILLI LLLLLLL' 111111111 111111111 IIIII!Il 11111 III 111111 I II II I I I I I I I I 0150 1500 2250 3000 3750 4500 5250 6000 6750 7500 Water flow, gpm tydracIic Graph LV2BOR Static: PtGSSUtO N/A Rccldcal: P,occcro N/A Available Precacto etTinra of Tent N/A Sp—N- 24.978 @61.21 System Demand lindualtg niece yuieceance at Steen.) 24.978 @ N/A , © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 9/13/2023 1:00:17PM Page 4 1111Hydraulic Graph Job Number: 22-3636-02 - LV2 UNIT D,a.,..G r% I ,eI+ U.n,a..A IDA ' LV3_BOR 100— 90— Static Pressure 64.000 60- Co ':iii _____________ 750.00 c 32.000 30 :::________ o 1 curve, ,I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 0750 1500 2250 3000 3750 4500 5250 6000 6750 7500 Water flow, gpm HydtDtttD Graph LV3BOR StdtiD P,oaauro N/A ReDIdt,Dt: P- N/A Available Ptaaavre at lintn of Teal N/A Syetam Demand 0.000 @ 0.00 Stitam Demand ItnotadIna 0030 AJt,aanoe at Sovrcal 0.000 @ N/A , © M.E.P.CAD, Inc. Uffi AutoSPRINK 2018 04.4.5.0 9/13/2023 1:00:17PM Page 5 ~J&SummaryOf Outf lowing Devices Job Number: 22-3636-02 - LV2 UNIT rcepori uescrlpuon: Ligni riazara irv-i) Actual Flow Minimum Flow K- Factor Pressure Device (gpm) (gpm) (K) (psi) c' Sprinkler 201 20.00 20.00 4.9 16.660 Sprinkler 202 20.44 17.00 4.9 17.394 c Most Demanding Sprinkler Data © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 9/13/2023 1:00:26PM Page 6 NO INode Analysis 1 1 Job Number: 22-3636-02 - LV2 UNIT P. —t fl rnti,,n I i,hf IPA-'A\ Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1 -3-0 S 36.935 61.21 201 19,-i Spr(-16.660) 16.660 20.00 202 19,-i Spr(-17.394) 17.394 20.44 203 17-101/2 Spr(-17.981) 17.981 20.78 2 4-0 T(46'-2Y2) 36.928 3 -3-0 LtE(14-2) 36.918 4 -3-0 LtE(11'-6%) 32.911 5 4-0 32.708 6 4-0 LtE(11-6V2) 32.635 7 4-0 32.570 8 0-6 31.035 9 9-4 fE(6-81/2) 27.169 10 971,4 26.920 35 -3-0 32.821 40 4-0 32.818 100 14-01/2 P0(16-5%), LV2_BOR 24.978 101 19-4 fE(5'-31/2) 22.213 102 19-4 22.050 103 19-4 T(10-0), Tr(2'-O) 19.494 104 19-4 C(6'-O) 19.430 112 18-10 T(5'-O) 18.579 113 19-4 T(6-0), Tr(2'-O) 18.401 114 19-4 T(6-0) 18.363 115 19-4 T(5'-O), Tr(1'-O) 17.649 309 29-8 T(1 0'-O) 18.136 310 29'-8 T(1 0'-O) 18.136 316 29-8 1 T(1 0'-O) 1 18.136 . © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 9/1312023 1:00:27PM Page 7 IHydraulic Analysis Job Number: 22-3636-02 - LV2 UNIT ReDort DescriDtion: Licht Hazard (RA-3 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary Route ..... DR 1.1010 20.00 6.74 150 0.068041 10-31/2 Pt 1.107 201 115 19-1 194 20.00 4.9 16.660 17.649 Sprinkler, T(5'-O), Tr(1'-O) 6-0 16'.31/2 Pe Pv -0.117 BL 1.3940 40.44 8.50 150 0.079310 3-0 Pf 0.714 115 114 194 194 20.44 17.649 18.363 Flow (q) from Route 2 T(6'-O) 6-0 9-0 Pe Pv CM 2.0030 40.44 4.12 150 0.013574 0-10 Pf 0.038 114 113 19-4 19'4 18.363 18.401 Tr(2-0) 2-0 2'-10 Pe Pv CM 2.0030 45.77 4.66 150 0.017072 51-0 Pt 1.093 113 103 19-4 19'4 5.34 18.401 19.494 Flow (q) from Route 4 6Tr(2'-O), cplg(1'-O) 13-0 640 Pe Pv CM 2.0030 61.21 6.23 150 0.029232 57-5 Pf 2.556 103 102 194 19'4 15.44 19.494 22.050 Flow (q) from Route 3 10Tr(2'-O), T(1 0'-O) 30-0 87'5 Pe Pv FR 2.1570 61.21 5.37 120 0.030795 0-0 Pt 0.163 102 101 19-4 19-4 22.050 22.213 E(5'31/2) 5-3% 5-3% Pe Pv FR 2.6350 61.21 3.60 120 0.011618 0-0 Pt 0.474 101 100 19-4 14-0% 22.213 24.978 f(-0.000), CV(0-0), BV(-0.214), tE(5'-11), P0(16-51/2), LV2_BOR 22-4% 2241/2 Pe Pv 2.290 FR 3.2600 61.21 2.35 120 0.004121 4-81/2 Pt 0.019 100 10 14-0% 9-71/2 24.978 26.920 4-81/2 Pe Pv 1.923 FR 3.2600 61.21 2.35 120 0.004121 0-0 Pt 0.127 10 9 9-7% 9-4 26.920 27.169 fT(17'-5%), 2tE(6'-81/2) 30-11 30-11 Pe Pv 0.122 FR 3.2600 61.21 2.35 120 0.004121 8-10 Pt 0.036 9 8 9-4 0-6 27.169 31.035 8-10 Pe Pv 3.829 UG 4.2200 61.21 1.40 140 0.000881 9-11 Pt 0.018 8 7 0-6 -3-0 31.035 32.570 LtE(10'-01/2) 10-0% 19-111/2 Pe Pv 1.517 UG 4.2300 61.21 1.40 150 0.000767 46-10 Pt 0.065 7 6 -3-0 -3-0 32.570 32.635 E(19'-2%), EE(7'-8), LtE(11'-6%) 38-5 85-3 Pe Pv -0.000 UG 4.2200 61.21 1.40 140 0.000881 12-0 Pt 0.072 6 5 -3-0 -3-0 32.635 32.708 3LtE(10'-01/2), CV(36'-91/2), PlV(3 '-4) 70-3 82-3 Pc Pv 0.000 UG 4.2300 61.21 1.40 150 0.000767 143-61/2 Pt 0.110 5 40 4-0 -3-0 32.708 32.818 143-61/2 Pe Pv UG 6.0900 61.21 0.67 150 0.000130 21-0 Pt 0.003 40 35 -3-0 -3-0 32.818 32.821 21-0 Pe Pv: UG 4.2300 61.21 1.40 150 0.000767 59-111/2 Pt 0.090 35 4 4-0 4-0 32.821 32.911 EE(7'-8), 2E(19'-2%), LtE(11'-61/2 57-71/2 117-7 Pe Pv UG 6.2800 61.21 0.63 140 0.000127 10-0 Pt 4.007 4 3 -3-0 -3-0 32.911 36.918 3LtE(14'-2), BFP(-4.000) 42-6% 52-6% Pc Pv -0.000 UG 6.0900 61.21 0.67 150 0.000130 17-10 Pt 0.010 3 2 4-0 4-0 36.918 36.928 EE(10'-9'A), GV(4'-7%), T(46'-2 'A) 61-71/2 79-51/2 Pc Pv 0.000 UG 11.6500 61.21 0.18 150 0.000006 928-8 Pf 0.007 2 1 -3-0 4-0 36.928 36.935 10EE(17'-5), 3GV(8'-01/2), 2T(80' -51/2), E(36'-21/2), S 395-6 1324-2% Pc Pv 100.00 Hose Allowance At Source 1 161.21 Route ..... , © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.4.5.0 9/13/2023 1:00:28PM Page 8 IHydraulic Analysis Job Number: 22-3636-02 - LV2 UNIT Renort Descriotion: Lioht Hazard (RA-' Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary DR 1.1010 20.44 6.89 150 0.070809 0-31/2 Pt 0.373 202 115 19-1 19-4 20.44 4.9 17.394 17.649 Sprinkler, T(5'-O) 5-0 531/z Pe Pv -0.117 Route ..... DR 1.1010 20.78 7.00 150 0.073019 1-9 Pt 1.005 203 112 17101/z 18-10 20.78 4.9 17.981 18.579 Sprinkler, E(7'-0), T(5'-O) 12-0 13-9 Pc Pv -0.406 BL 1.3940 15.44 3.25 150 0.013365 62-101/2 Pt 1.067 112 104 18-10 194 18.579 19.430 3Tr(1'-0), E(8'-O), C(6'-O) 17-0 79'10% Pc Pv -0.217 CM 2.0030 15.44 1.57 150 0.002287 18-2 Pf 0.064 104 103 19-4 19-4 19.430 19.494 T(1 0'-O) 10-0 28-2 Pc Pv =...... Route 4 ..... BL 1.3940 5.34 1.12 150 0.001871 6-10 Pf 0.039 112 113 18-10 19-4 15.44 18.579 18.401 Flow (q) from Route 3 E(8-0), T(6-0) 14-0 20-10 Pc Pv -0.217 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) Actual Inside Diameter ( Schedule 40 Steel Pipe Inside Diameter 4.87 ) = Factor C Value Multiplier 11 Value Of C 100 130 140 Multiplying Factor 0.713 1.16 1.33 150 1.51 , © M.E.P.CAD, Inc. F111 AutoSPRINK 2018 04.4.5.0 9/13/2023 1:00:28PM Page 9 ~11&Hydraulic Analysis Job Number: 22-3636-02 - LV2 UNIT report uescripuon: Li9flt riazaru rvk-i Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length Pipe Type Legend Units Legend Fittings Legend AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain Discharge gpm BalV Ball Valve DR Drop BFP Backflow Preventer DY Dynamic Velocity fps BV Butterfly Valve FM Feed Main Pressure psi C Cross Flow Turn 90° FR Feed Riser Length Foot cplg Coupling MS Miscellaneous Friction Loss psi/Foot Cr Cross Run OR Outrigger HWC Hazen-Williams Constant CV Check Valve RN Riser Nipple Pt Total pressure at point inapipe DelV Deluge Valve SP Sprig DPV Dry Pipe Valve ST Stand Pipe Pn Normal pressure at a point in a pipe E 90° Elbow UG Underground Pf Pressure loss due to friction between points EE 45° Elbow Pe Pressure due to elevation difference between indicated Eel 11W Elbow points Ee2 22W Elbow Pv Velocity pressure at a point in a pipe f Flow Device Id Flex Drop FDC Fire Department Connection tE 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 LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve P0 Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cao , © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.4.5.0 9/13/2023 1:00:28PM Page 10 (Check Point Gauge Data I Job Number 22-3636-02 LV2 UNIT U!P 0 Report Description: Light Hazard (RA-3) Gauge Pressure(psi) K-Factor(K) Fiow(gpm) inlet Static Pressure( s!) Elevation(Foot) LV2 BOR 24.978 12.25 61.21 52.608 14-01/. LV3 BOR 0.000 0 0.00 0.000 17-10 ,© M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 9/13/2023 1:00:29PM Page 11 111RIserTag Job Villa 67 @ Hilton Marbrisa Resort 1585 Marbrisa Circle Carlsbad, Ca 92008 Design Basis Occupancy: Total Sprinklers: Number Of Sprinklers Calculated: K-Factor: Orifice Size: Design Density: Average Density: Area of Application: Demand At Base Of Riser (LV3_BOR) Total Demand Flow(gpm): Pressure(psi): Job Number: 22-3636-02 - LV2 UNIT Light Hazard 270 3 4.9 0 0.1oogpm/ft2 0.1 37gpm/ft2 1500.00ft2 (Actual 447.92ft2) [1111110] Water Supply Information At Time Of Design Static Pressure(psi): 64.000 Residual Pressure(psi): 32.000 Supply Flow(gpm): 3750.00 Total Demand Flow(gpm): 161.21 Total Demand Pressure(psi): 36.935 © M.E.P.CAD, Inc. AutoSPRINJK 2018 v14.4.5.0 9/13/2023 1:00:30PM Page 12 Light Hazard 270 3 0.loOgpm/ft2 0.137gpm/ft2 1500.00ft2 (Actual 447.92ft2) I Riser Tag Job Villa 67 @ Hilton Marbrisa Resort 1585 Marbrisa Circle Carlsbad, Ca 92008 Design Basis Occupancy: Total Sprinklers: Number Of Sprinklers Calculated: K-Factor: Orifice Size: Design Density: Average Density: Area of Application: Job Number: 22-3636-02 - LV2 UNIT Demand At Base Of Riser (LV2_BOR) Total Demand Flow(gpm): 61.21 Pressure(psi): 24.978 Water Supply Information At Time Of Design Static Pressure(psi): 64.000 Residual Pressure(psi): 32.000 Supply Flow(gpm): 3750.00 Total Demand Flow(gpm): 161.21 Total Demand Pressure(psi): 36.935 . © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.4.5.0 9/13/2023 1:00:30PM Page 13 111 1 Hydraulic Overvew I Job Number: 22-3636-02 - LV2 CORRIDOR Reoort DescriDtion: Licht Hazard (RA4 Job Job Nurnbe, Design Engineer 22-3636-02 JASON NICHOL Job garbo: Villa 67 @ Hilton Marbrisa Resort Phone 858-513-4949 FAX Add.. I 1585 Marbrisa Circle Stole CorfificatorinJoense Number C-16-588039 Address Carlsbad, Ca 92008 AHJ Carlsbad Fire Dept Address 3 Job She/Building Villa 67 System Density Area of Application 0.100gpm/ft° 1500.00ft2 (Actual 688.34ft2) Most Demanding Sponger Data tiers Streams 5.6 K-Factor 22.50 at 16.143 100.00 C000rege Per Sprinkler Number Of Sprfnldo,r Colculoted 225.00ft2 7 System Pressure Demnond Syotr,r, Flore Oomerd 58.797 162.78 Total Demand 262.78 @ 58.797 Pressure Result +4.969 (7.8%) Supplies Check Point Gauges Node Name Flow(acm) Hose Flow(ppm) Static(psi) Residual(psi) Identifier Pressure(psi) K-Factor(K) Flow(ppm) I Water Supply 3750.00 100.00 64.000 32.000 LV3_130R 0.000 0 0.00 LV2_BOR 44.511 24.4 162.78 22-3636-02_revised-12.cad Water Supply at Node 1(3750.00, 100.00, 64.000, 32.000) 100- 90- 70- Static Pressure 64.000 12"62.718 with hose streams '40 3750.00 32 000 : 0- •II..l.LI.Ll.J ....... 6750 7500 Q925U3000 3750 4500 5250 6000 Water flow, gpm , © M.E.P.CAD, Inc. AutoSPRINK 2018 vi 4.4.5.0 9/13/2023 1:06:10PM Page 1 I Hydraulic Summary Job Number: 22-3636-02 - LV2 CORRIDOR Puonmat flwsrmrint.,sn I inhf Wremo,,I (A..A\ Job Job Number 22-3636-02 Design Engineer JASON NICHOL Job Name: Villa 67 @ Hilton Marbrisa Resort State Cormifieationitioenou Number C-16-588039 Add— I 1585 Marbrisa Circle HJIJ Carlsbad Fire Dept Address 2 Carlsbad, Ca 92008 Job SitolEulising Villa 67 Mdr500 3 Drawing Nomo 22-3636-02revised-12.cad System Remote Area(s) Most Demanding Sprtneer Data 5.6 K-Factor 22.50 at 16.143 000upunuy Light Hazard Job Suffix LV2 CORRIDOR Hose iloeonOO At Source 100.00 Density 0.100gpm/ft2 Area of dpplloatlon 1500 .00ft2 (Actual 688.34ft2) Additional lose Supplies Node Flow(pi)m) Number Of Springers Calculated 7 Coverage Per Sprinlrtor 225.00ft2 AutoPeak Results: pressure For Remote Area(s) Adjacent To Most Remote Area Total Hose Sbeamo 100.00 System Flow Demand 162.78 Total Water Required (Including How Atowenee) 262.78 Mualmum Pressure Unbalanue to LOOPS 0.000 Mdafrnum Velocity Above Ground 16.57 between nodes 102 and 103 Madmuor Velocity Under Ground 3.73 between nodes 5 and 6 Volume capacity of Wet Pipes 16099.47ga1 Vtaunro oepuoltyof Dry PIpes Supplies Node Name Hose Flow (gpm) Static (psi) Residual (psi) Flow @ (gpm) Available Total Demand (psi) © (gpm) Required (psi) Safety Margin (psi) 1 Water Supply 100.00 64.000 32.000 I 3750.00 63.766 I 262.78 58.797 4.969 Contractor Contractor Number Contact Name CeetaetTde Name of Contractor Phone Earenelee Address I FAX Address 2 Email Addmeso3 Web-She f,, © M.E.P.CADr Inc. AutoSPRINK 2018 04.4.5.0 9/13/2023 1:06:12PM Page 2 ~JJJJHydraufic Graph Job Number: 22-3636-02 - LV2 CORRIDOR Pn,rt fl ,..nti,,n I i,,ht (PA.A\ Water Supply at Node I 100— 90— 80- 70--- Static Pressure 64.000 60 162.7858.707 262.78 with hose streams Co CL 40 30 31 fstem demand curve 750.00 @ 32.000 ::i ________ 10 LLIJ.LU I.I.I.J..I.I_1J.IIIIIII 111111111 111111111 III 1 I f I I I I I liii I I I I I liii II I I I I I I I I I 0150 1500 2250 3000 3750 4500 5250 6000 6750 7500 Water flow, gpm Hyd,dio G,eph Water Supply at Node 1 SIU P,ero 64.000 ReIduI: P- 32.000 @ 3750.00 AviIbIe Proro at ltrno of Test 63.766 @ 262.78 SyOoond 58.797 @ 162.78 Sf000, 00000010001109 0000M000000 Ut SoUrce) 58.797 @ 262.78 , © M.E.P.CAD, Inc. Ifll AutoSPRINK 2018 04.4.5.0 9/13/2023 1:06:14PM Page 3 llhydraulic Graph Job Number: 22-3636-02 - LV2 CORRIDOR Pssnnf r,re-isH,,,. I j,,k+ ItuA\ LV2_BOR 100 —: -Static Pressure 64.000 60- CL 50— 162.78 44.5 1 262.78 with hose streams 40- 750.00 c 32.000 30 - - _____ ______ S stem demand curve 20 10 o ffljj11111 1 1 1 1 1 1 1 IlIllIlt IllIltIll 11111111 III III II liii I I I i I I III I I I I I I I I I I I 0750 1500 2250 3000 3750 4500 5250 6000 6750 7500 Water flow, gpm Hydraulic Graph LV2_BOR - Slate: Pressure N/A Reeidrvat Pressure N/A Available Pressure CI rinre of Test N/A 505am Dorrand 44.511 @ 162.78 System Demand Irdudieg yeaateGeera at Sortd 44.511 @ N/A , © M.E.P.CAD, Inc. fill AutoSPRINK 2018 04.4.5.0 9/13/2023 1:06:14PM Page 4 IIHydraulic Graph - Job Number: 22-3636-02 - LV2 CORRIDOR 1iF1I1 Report Descriøtion: Light Hazard (RA-4 LV3_BOR 100- 90 80— 70— Static Pressure 64.000 60- 50 40- 3 750.00 © 32.000 ::i N._____ 10— o-_ System demand curve1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 0150 1500 2250 3000 3750 4500 5250 6000 6750 7500 Water flow, gpm I4ydrsuliu Graph LV3_BOR Stohh Prosauro N/A Residual: Pressure N/A Available Prosaureal tiers of Test N/A Sest.rr. Dorrard 0.000 @ 0.00 System Gloved llrdudirg 0050 Morosroe at Source) 0.000 @ N/A f, © M.E.P.CAD, Inc. Lflj AutoSPRINK 2018 04.4.5.0 9/13/2023 1:06:14PM Page 5 111 ISummary Of Outf lowing Devices Job Number 22-3636-02 LV2 CORRIDOR Report Description: Light Hazard (RA-4) Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) c Sprinkler 204 22.50 22.50 5.6 16.143 Sprinkler 205 22.70 22.50 5.6 16.436 Sprinkler 206 22.66 22.50 5.6 16.372 Sprinkler 207 22.81 22.50 5.6 16.588 Sprinkler 208 23.57 22.50 5.6 17.719 Sprinkler 209 24.50 22.50 5.6 19.143 E:> Most Demanding Sprinkler Data , © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 9/13/2023 1:06:22PM Page 6 111INode Analysis Job Number: 22-3636-02 - LV2 CORRIDOR Reoort Descrintion Liciht Hzrd (RA-41 Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1 -3-0 S 58.797 162.78 204 18-4 Spr(-16.143) 16.143 22.50 205 18-4 Spr(-16.436) 16.436 22.70 206 18-3 Spr(-16.372) 16.372 22.66 207 18-3 Spr(-16.588) 16.588 22.81 208 18-3 Spr(-17.719) 17.719 23.57 209 18-3 Spr(-19.143) 19.143 24.50 210 18-3 Spr(-18.423) 18.423 24.04 2 -3-0 T(46-2%) 58.753 3 -3-0 LtE(14'-2) 58.690 4 4-0 LtE(11-61/.) 55.210 5 -3-0 53.971 6 4-0 LtE(11'-6%) 53.528 7 4-0 53.129 8 0-6 51.504 9 9-4 fE(6-81/2) 47.452 10 9-71/2 46.552 35 4-0 54.660 40 4-0 54.643 100 14-01/. P0(16-51/2), LV2_BOR 44.511 101 19-4 fE(5-3%) 38.838 102 19-4 37.843 103 19-4 T(10'-O), Tr(2-0) 22.237 104 19-4 C(6-0), Tr(2'-O) 19.773 105 19-4 T(5-0) 19.699 106 19-4 T(5'-0) 19.276 107 19-4 T(5'-0), Tr(1'-O) 17.811 108 19-4 T(5'-0), Tr(1-0) 16.646 109 19-4 T(5'-O) 16.424 110 18-10 T(5-0) 16.685 111 18-10 T(5-0), Tr(1-0) 17.296 113 19-4 T(6-0) 20.849 1 309 29-8 1(10-0) 37.669 310 29-8 T(10-0) 37.6691 316 29-8 T(1 0'-O) 37.669 , © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 9/13/2023 1:06:23PM Page 7 1111 Hydraulic Analysis Job Number: 22-3636-02 - LV2 CORRIDOR Rnnrt flsrintinn I inht ki,rd (RA-4 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure' Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary Route ..... DR 1.1010 22.50 7.58 150 0.084606 4-31/2 Pt 1.379 204 111 18-4 18-10 22.50 5.6 16.143 17.296 Sprinkler, E(7'-0), 1(5-0) 12-0 1631/2 Pe Pv -0.226 BL 1.3940 52.07 10.95 150 0.126635 14-9 Pt 3.770 111 113 18-10 19'-4 29.57 17.296 20.849 Flow (q) from Route 3 Tr(1'-O), E(8'-O), 1(6-0) 15-0 29'9 Pe Pv -0.217 CM 2.0030 52.07 5.30 150 0.021673 51-0 Pt 1.387 113 103 19-4 19'4 20.849 22.237 6Tr(2'-O), cplg(1'-O) 13-0 '° Pe Pv CM 2.0030 162.78 16.57 150 0.178506 57-5 Pt 15.606 103 102 19-4 19-4 110.71 22.237 37.843 Flow (q) from Route 2 10Tr(2'-O), 1(10-0) 30-0 87'5 Pe Pv FR 2.1570 162.78 14.29 120 0.188050 0-0 Pf 0.995 102 101 19-4 19-4 37.843 38.838 fE(531/2) 5-31/2 5-31/2 Pe Pv FR 2.6350 162.78 9.58 120 0.070945 0,-0 Pt 3.382 101 100 19-4 14-0% 38.838 44.511 f(-0.000), CV(0'-O), BV(-1.795), fE(5'-11), P0(16-51/.), LV2_BOR 22-41/2 22-4% Pe Pv 2.290 FR 3.2600 162.78 6.26 120 0.025162 4-81/2 Pt 0.119 100 10 14-0% 9-7% 44.511 46.552 4-8% Pe Pv 1.923 FR 3.2600 162.78 6.26 120 0.025162 0-0 Pt 0.778 10 9 9-7% 9-4 46.552 47.452 fT(17'-5%), 2fE(6-81/.) 30-11 30-11 Pc Pv 0.122 FR 3.2600 162.78 6.26 120 0.025162 8-10 Pt 0.222 9 8 9-4 0-6 47.452 51.504 8-10 Pc Pv 3.829 UG 4.2200 162.78 3.73 140 0.005383 9-11 Pt 0.107 8 7 0-6 -3-0 51.504 53.129 LtE(10'-01/.) 10-0% 19'.111/2 Pc Pv 1.517 UG 4.2300 162.78 3.72 150 0.004683 46-10 Pt 0.399 7 6 -3-0 -3-0 53.129 53.528 E(19'-21/2), EE(7'-8), LtE(11'-6%) 38-5 85-3 Pc Pv -0.000 UG 4.2200 162.78 3.73 140 0.005383 12-0 Pt 0.443 6 5 -3-0 -3-0 53.528 53.971 3LtE(10-01/2), CV(36'-91/2), PIV(3 '-4) 70-3 82-3 Pc Pv 0.000 UG 4.2300 162.78 3.72 150 0.004683 143-61/2 Pt 0.672 5 40 -3-0 4-0 53.971 54.643 143-6% Pc Pv UG 6.0900 162.78 1.79 150 0.000794 21-0 Pt 0.017 40 35 -3-0 -3-0 54.643 54.660 21-0 Pc Pv UG 4.2300 162.78 3.72 150 0.004683 59-111/2 Pt 0.551 35 4 4-0 -3-0 54.660 55.210 EE(7'-8), 2E(19'-21/2), LtE(11'-61/z 5T-7% 117'-7 Pc Pv UG 6.2800 162.78 1.69 140 0.000777 10-0 Pt 3.479 4 3 4-0 4-0 55.210 58.690 3LtE(14'-2), BFP(-3.438) 42-61/2 52-6% Pc Pv -0.000 UG 6.0900 162.78 1.79 150 0.000794 17-10 Pt 0.063 3 2 -3-0 4-0 58.690 58.753 EE(10-91/2), GV(4'-7%), 1(46-2 61-7% 79-5% Pc Pv 0.000 UG . 11.6500 162.78 0.49 150 0.000034 928-8 Pt 0.045 2 1 -3-0 4-0 58.753 58.797 1OEE(17-5), 3GV(8'-01/.), 21(80 -5%), E(36'-21/2), S 395-6 1324-2% Pc Pv 100.00 Hose Allowance At Source 1 262.78 =. ..... Route 2 ..... DR 1.1010 22.66 7.64 150 0.085715 1.-1 Pt 0.521 206 109 18-3 19-4 22.66 5.6 16.372 16.424 Sprinkler, 1(5-0) 5-0 6-1 Pc Pv -0.470 © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 9/13/2023 1:06:24PM Page 8 ~fly jHydrauflc Analysis I Job Number: 22-3636-02 - LV2 CORRIDOR 1-tepon uescription: Light hazara (I(A-4 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary BL 1.3940 15.79 3.32 150 0.013923 15-0 Pt 0.223 109 108 19-4 194 16.424 16.646 Tr(1-0) 1-0 16-0 Pe Pv BL 1.3940 38.60 8.11 150 0.072766 15-0 Pf 1.164 108 107 19-4 19'4 22.81 16.646 17.811 Flow (q) from Route 4 Tr(1'-O) 1-0 160 Pe Pv BL 1.3940 62.17 13.07 150 0.175763 5-2 Pt 1.963 107 104 19-4 19-4 23.57 17.811 19.773 Flow (q)from Route 5 C(6-0) 6-0 11-2 Pe Pv CM 2.0030 110.71 11.27 150 0.087481 18-2 Pt 2.463 104 103 19-4 19-4 24.04 + 24.50 19.773 22.237 Flow (q) from Route 6 and 7 T(10-0) 10-0 28-2 Pc Pv -Route 3 ..... DR 1.1010 22.70 7.65 150 0.086026 0'-6V2 Pt 0.475 205 110 18-4 18-10 22.70 5.6 16.436 16.685 Sprinkler, - T(5-0) 5-0 561,4 Pe Pv -0.226 BL 1.3940 29.57 6.22 150 0.044461 4-9 Pt 0.611 110 111 18-10 18'10 6.87 16.685 17.296 Flow (q) from Route 8 E(8-0), Tr(1-0) 9-0 139 Pc Pv =. ..... Route 4 ..... DR 1.1010 22.81 7.69 150 0.086762 1-1 Pt 0.528 207 108 18-3 19-4 22.81 5.6 16.588 16.646 Sprinkler, T(5-0) 5-0 6-1 Pc Pv -0.470 =. ..... Route 5 ..... DR 1.1010 23.57 7.94 150 0.092221 1-1 Pt 0.561 208 107 18-3 19-4 23.57 5.6 17.719 17.811 Sprinkler, T(5'-O) 5-0 6-1 Pc Pv -0.470 =. ..... Route 6 ..... DR 1.1010 24.04 8.10 150 0.095605 6-3 Pt 1.745 210 105 18-3 19-4 24.04 5.6 18.423 19.699 Sprinkler, E(7-0), T(5-0) 12-0 18-3 Pc Pv -0.470 CM 2.0030 24.04 2.45 150 0.005186 10-5 Pt 0.075 105 104 19-4 19'4 19.699 19.773 2Tr(2-0) 4-0 145 Pc Pv =. ..... Route 7 ..... DR 1.1010 24.50 8.26 150 0.099056 1,-I Pt 0.603 209 106 18-3 19-4 24.50 5.6 19.143 19.276 Sprinkler, T(5'-O) 5-0 6-1 Pc Pv -0.470 BL 1.3940 24.50 5.15 150 0.031393 9-10 Pt 0.497 106 104 19-4 19-4 19.276 19.773 C(6-0) 6-0 15-10 Pc Pv .Route 8 ..... BL 1.3940 6.87 1.44 150 0.002987 15-0 Pt 0.045 109 110 19-4 18-10 15.79 16.424 16.685 Flow (q) from Route 2 15-0 Pc Pv 0.217 lEquivalent Pipe Lengths of Valves and Fittings (C=120 only) Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter 87 ) = Factor C Value Multiplier Value Of C 100 130 140 Multiplying Factor 0.713 1.16 1.33 150 1.51 , © M.E.P.CAD, Inc. AutoSPRlNK 2018 04.4.5.0 9/13/2023 1:06:24PM Page 9 ~JJILHydraulic Analysis Job Number: 22-3636-02 - LV2 CORRIDOR eport uescription: Ligflt i-iazara (i<A-4) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length Pipe Type Legend Units Legend Fittings Legend AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN DR Drain Drop Discharge gpm BalV Ball Valve DY Dynamic Velocity fps BFP Backflow Preventer BV Butterfly Valve FM Feed Main Pressure psi C Cross Flow Turn 90° FR Feed Riser Length Foot cplg Coupling MS Miscellaneous Friction Loss psi/Foot Cr Cross Run OR Outrigger HWC Hazen-Williams Constant CV Check Valve RN SP Riser Nipple Sprig Pt Total pressure at a point in a pipe DelV Deluge Valve ST Stand Pipe Pn Normal pressure at a point n a pipe i DPV Dry Pipe Valve UG Underground Pf Pressure loss due to friction between points E EE 90° Elbow 45° Elbow Pe Pressure due to elevation difference between indicated Eel 111h° Elbow points Ee2 221/.* Elbow Pv Velocity pressure at a point in a pipe f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow tEE 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 NV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV 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 , © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 9/13/2023 1:06:24PM Page 10 Check Point Gauge Data Job Number: 22-3636-02 - LV2 CORRIDOR 1111 Report Description: Light Hazard (RA-4) Gauge Pressure(psi) K-Factor(K) Flow(gpm) Inlet Static Pressure(psi) Elevation(Foot) LV2 BOR 44.511 24.4 162.78 52.608 W-0% LV3 BOR 0.000 0 0.00 0.000 17-10 ,© M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 9/13/2023 1:06:25PM Pane 11 IRiser Tag Job Villa 67 @ Hilton Marbrisa Resort 1585 Marbrisa Circle Carlsbad, Ca 92008 Design Basis Occupancy: Total Sprinklers: Number Of Sprinklers Calculated: K-Factor: Orifice Size: Design Density: Average Density: Area of Application: Job Number: 22-3636-02 - LV2 CORRIDOR Light Hazard 270 7 5.6 0 0.100gpm/ft2 0.236gpm/ft2 1500.00ft2 (Actual 688.34ft2) Demand At Base Of Riser (LV3_BOR) Total Demand Flow(gpm): 0.00 Pressure(psi): 0.000 Water Supply Information At Time Of Design Static Pressure(psi): 64.000 Residual Pressure(psi): 32.000 Supply Flow(gpm): 3750.00 Total Demand Flow(gpm): 262.78 Total Demand Pressure(psi): 58.797 © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 9/13/2023 1:06:26PM Page 12 III Riser Tag Job Villa 67 @ Hilton Marbrisa Resort 1585 Marbrisa Circle Carlsbad, Ca 92008 Design Basis Occupancy: Total Sprinklers: Number Of Sprinklers Calculated: K-Factor: Orifice Size: Design Density: Average Density: Area of Application: Job Number: 22-3636-02 - LV2 CORRIDOR Light Hazard 270 7 we 0 0.loOgpm/ft2 0 .236g pm/ft2 1500.00ft2 (Actual 688.34ft2) Demand At Base Of Riser (LV2_BOR) Total Demand Flow(gpm): 162.78 Pressure(psi): 44.511 Water Supply Information At Time Of Design Static Pressure(psi): 64.000 Residual Pressure(psi): 32.000 Supply Flow(gpm): 3750.00 Total Demand Flow(gpm): 262.78 Total Demand Pressure(psi): 58.797 (, © M.E.P.CAD, Inc. ka AutoSPRINK 2018 04.4.5.0 9/13/2023 1:06:26PM Page 13 I _ - Western Fire Protection Inc. HILTON MARBRISA - VILLA 67 1585 Marbrisa Circle Carlsbad, CA 92008 Western Job# 22-3636-02 FIRE SPRINKLER SYSTEM HYDRAULIC CALCULATIONS 13630 Danielson Street 9 Poway, CA 92064 9 Phone: (858) 513-4949 • Fax: (858) 513-1322 1111 Hydraulic Overview Job Number: 22-3636-02 - ATTIC Reoort Descriotion: Liaht Hazard (RA-1 Job Job Number Design Engineer 22-3636-02 JASON NICHOL Job Horns: Villa 67 @ Hilton Marbrisa Resort Phone 858-513-4949 FAX Address I 1585 Marbrisa Circle State corddyetioteUoense Number C-16-588039 Address 2 Carlsbad, Ca 92008 AMJ Carlsbad Fire Dept Address 3 Job Sitelbubding Villa 67 System Density Nov orlepp558tlon 0.l00gpm/ft2 1500.00ft° (Actual 284.30ft2) Most Demanding Sprinkler Data Hose She- 5.6 K-Factor 25.00 at 19.930 100.00 Coverage Per Sprinkler Number Of Sprinklers Calculated 120.00ft2 7 System PreSsum Demand System Flee Derrard 59.162 177.97 Total Dymond 277.97 @ 59.162 Pressure Result +4.578 (7.2%) Supplies Check Point Gauges Node Name Flow(ppm) Hose Flow(ppm) Static(psi) Residual(psi) Identifier Pressure(psi K-Factor(K) Flow(pm) 1 Water Supply 3750.00 100.00 64.000 32.000 BOR 51.638 24.77 177.97 22-3636-02_47.cad Water Supply at Node 1(3750.00, 100.00, 64.000, 32.000) 100- 70- - Static Pressure 64.000 277.97 with hose streams 60- 50 40- Sa.ystem demand curve 3750.00 @ 32.000 : o 6750 7500 tQ9503OOO 3750 '15° 5250 6000 Water flow, gpm , © M.E.P.CAD, Inc. J AutoSPRINK 2018 vi 4.4.5.0 7/25/2023 6:54:10PM Page 1 1111Hydraulic Summary - Job Number: 22-3636-02-ATTIC Report Description: Light Hazard (RA-1) Job Job Number 22-3636-02 Design Engineer JASON NICHOL Job Name : Villa 67 @ Hilton Marbrisa Resort State Cor0000tioruljoonso Number C-16-588039 Address I 1585 Marbrisa Circle -AHJ Carlsbad Fire Dept Address 2 Carlsbad, Ca 92008 Job Site/Building Villa 67 Add.. 3 Dr005tng Namno 22-3636-02_47.cad System Remote Area(s) Most Demanding Sprinkler Data 5.6 K-Factor 25.00 at 19.930 Occupancy Light Hazard Job bufflo ATTIC Hose nliowance At Source 100.00 Density 0.loogpm/ft2 Abel of Application 1500.00ft2 (Actual 284.30ft°) Additional Hobo Supplies Node Flow(gm) Numbee Of Sprirrklero Calculated 7 C000rage Per Sprinkler 120.00ft2 AutoFeak Results: Pressure For Remote Ales(s) Adjacent To Most Remote Alec Total Hose Streams 100.00 System Flow Demand 177.97 Total Water Requited (Including Has. riulowaflOe) 277.97 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground - 18.12 between nodes 10 and 11 Maximum Velocity Urtder Ground 4.06 between nodes 42 and 41 volume capacxyof Wet Pipes 16091 .399a1 Volume capacity of Dry Pipes Supplies Node Name Hose Flow (gpm) Static (psi) Residual (psi) Flow (gpm) Available (psi) Total Demand (gpm) Required (psi) Safety Margin (psi) 1 Water Supply 100.00 64.000 32.000 3750.00 63.740 277.97 59.162 4.578 Contractor Contrasts, Rumble Contact Name Contact Title Name of Contractor Phone Extension Add— I FAX Mdross2 E-erao Addmso 3 Web-Site f, © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 7/25/2023 6:54:14PM Page 2 1111Hydraulic Graph Job Number: 22-3636-02 - ATTIC Rcmrt flsrrintinn I inht H7rd (RA-1' Water Supply at Node I 100— go--- 70 Static Pressure 64.000 60-177.97 @ 59.169 277.97 with hose streams CL La 40 S stem demand curve 30 750.00 @ 32.000 ::i ________ 10 0 "II II I I I I 1-' I I I I I I I I I I I I I I I I I I I I I I I I I III I I I I I I I I I °750 1500 2250 3000 3750 4500 5250 6000 6750 7500 Water flow, gpm Hydraulic Graph Water Supply at Node 1 Static Pressure 64.000 Residual: Pressure 32.000 @ 3750.00 Acaileblo Pressure at Ti— or Test 63.740 @ 277.97 System Omrad 59.162 @ 177.97 System eeriaed lirdudirg Rose yJiowarce at source) 59.162 @ 277.97 .©M.E.P.CAD, Inc. al AutoSPRlNK 2018 04.4.5.0 7/25/2023 6:54:15PM Page 3 1111 HydrauIic Graph Job Number: 22-3636-02 - ATTIC fl...,.t,..*;....,. I ;...I..* LI..........A IDA It BOR 100— 90— 80— 70— Static Pressure 64.000 60 Nsj 177.97 @ 51.638 50— 277.97 with hose stream 40— S stem demand curve 750.00 32.000 30 20 ILLLLIL LUJ.J.LLIIIIIII 111111111 11111111 IIIIIII I III 111111111 II II II I °750 1500 2250 3000 3750 4500 5250 6000 6750 7500 Water flow, gpm HydtDtA Gtaph BOR Stabs: Pressure N/A Resldu&: Pressure N/A Available Pressure at little of Test N/A Syst.rr.Oarr.arl 51.638 @177.97 Systerrr Darrard lirdualfig ttoselaoeanea atoeurea) 51.638 @ N/A ,©M.E.P.CAD, Inc. 0,1 AutoSPRlNK2018v14.4.5.0 7/25/2023 6:54:15PM IPage 1111 Summary Of Outfiowing Devices Job Number: 22-3636-02 - ATTIC Report Description: Light Hazard (RA-1 Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Sprinkler 701 25.03 25.00 5.6 19.978 Sprinkler 702 25.00 25.00 5.6 19.930 c Sprinkler 703 25.00 25.00 5.6 19.930 Sprinkler 704 25.03 25.00 5.6 19.971 Sprinkler 705 25.12 25.00 15.6 1 20.125 Sprinkler 706 25.74 12.00 5.6 21.126 Sprinkler 708 27.05 12.00 5.6 23.334 c Most Demanding Sprinkler Data , © M.E.P.CAD, Inc. Rjj AutoSPRINK 2018 04.4.5.0 7/25/2023 6:54:23PM Page 5 1111 Node Analysis Job Number: 22-3636-02 - ATTIC Pnnrt fl,',infinn I inhf I - lrd IPA-11 Node Elevation(Foot) Ffttings Pressure(psi) Discharge(gpm) 1 -3-0 S 59.162 177.97 701 35-6 Spr(-19.978), Tr(2-0) 19.978 25.03 702 35-6 Spr(-19.930), Tr(2-O) 19.930 25.00 703 36-6 Spr(-19.930) 19.930 25.00 704 35-6 Spr(-19.971), Tr(2-0) 19.971 25.03 705 35-6 Spr(-20.125), Tr(2-0) 20.125 25.12 706 3521A Spr(-21.126) 21.126 25.74 708 3121/2 Spr(-23.334) 23.334 27.05 2 -3-0 T(46'-2V2) 59.110 3 -3-0 LtE(14'-2) 59.035 4 4-0 LtE(11-61/2) 55.719 8 0-6 51.638 9 9-4 fE(6'-2) 47.546 10 9-4 45.626 11 9-4 1(10-0) 39.903 38 4-0 55.069 41 0-6 BOR 51.638 42 4-0 55.049 401 9-4 T(10-0) 38.541 402 9-4 37.499 403 19-4 T(10-0) 32.122 404 19-4 31.418 501 9-4 1(10-0) 36.071 502 9-4 35.821 503 19-4 T(10-0) 31.235 504 19-4 30.761 707 29-8 1(5-0) 24.678 709 29-8 1(5-0), Tr(2-0) 24.784 710 29-8 1(10-0) 24.472 711 29-8 1(10-0), Tr(2'-O) 24.599 712 29-8 1(10-0) 25.231 713 29-8 C(10'-O), Tr(2-0) 25.175 714 29-8 1(10-0) 25.029 715 29-8 1(10-0) 25.093 716 29-8 1(10-0), Tr(2'-O) 25.330 717 29-8 C(10'-O), Tr(2'-O) 25.363 719 29-8 1(10-0), Tr(2-0) 25.275 , © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 7/25/2023 6:54:24PM Page 6 1111 Hydraulic Analysis Job Number: 22-3636-02 - ATTIC Reoort Descriotion: Liaht Hazard (RA-1) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary =...... Route l ..... CM 20030 1.12 0.11 150 0.000018 6-0 Pt 0.000 703 702 35-6 36-6 25.00 5.6 19.930 19.930 Sprinkler, Tr(2'-O) 2-0 8'0 Pe Pv CM 2.0030 26.12 2.66 150 0.006049 6-0 Pf 0.048 702 701 35-6 35'6 25.00 5.6 19.930 19.978 Sprinkler, Tr(2'-O) 2-0 8'0 Pe Pv CM 2.0030 51.15 5.21 150 0.020970 53-9 Pf 2.092 701 711 35-6 29'.8 25.03 5.6 19.978 24.599 Sprinkler, 7Tr(2'-O), 2E(11'-O), T(10'-O) 46-0 99'9 Pe PV 2.529 CM 2.0030 64.04 6.52 150 0.031776 18-0% Pt 0.764 711 717 29-8 29-8 12.89 24.599 25.363 Flow (q) from Route 2 3Tr(2'-O) 6-0 24'.01/2 Pc Pv FM 2.0030 98.47 10.03 150 0.070436 11-4% Pf 1.575 717 404 29-8 19'4 18.94 + 15.49 25.363 31.418 Flow (q)from Route 3 and 5 E(11'-O) 11,-a 22-4% Pe Pv 4.480 2.0030 98.47 10.03 150 0.070436 0,-0 Pt 0.704 404 403 19-4 19-4 31.418 32.122 T(1 0'-O) 10,-0 10-0 Pe Pv FR 2.0030 121.65 12.39 150 0.104146 10,-0 Pf 1.041 403 402 19-4 9-4 23.18 32.122 37.499 Flow (q) from Route 9 10,-0 Pe Pv 4.335 2.0030 121.65 12.39 150 0.104146 0,-0 Pt 1.041 402 401 9-4 9-4 37.499 38.541 T(1 0'-O) 10-0 10,-0 Pc Pv FR 2.0030 121.65 12.39 150 0.104146 3-1 Pf 1.363 401 11 9-4 9-4 38.541 39.903 T(1 0'-O) 10,-0 13'-1 Pe Pv FR 2.0030 177.97 18.12 150 0.210533 23-2 Pf 5.723 11 10 9-4 9'4 56.32 39.903 45.626 Flow (q) from Route 6 2Tr(2'-O) 4-0 27-2 Pe Pv BL 2.1570 177.97 15.63 120 0.221788 2'-6 Pt 1.920 10 9 9-4 9-4 45.626 47.546 fE(6'-2) 6'-2 8-8 Pc Pv FR 3.2600 177.97 6.84 120 0.029677 8-10 Pf 0.262 9 8 9-4 0-6 47.546 51.638 8-10 Pc Pv 3.829 4.2300 177.97 4.06 150 0.005524 0-0 Pt 0.000 8 41 0-6 0-6 51.638 51.638 BOR 0,-0 Pc Pv 0.000 UG 4.2300 177.97 4.06 150 0.005524 212-3% Pf 1.894 41 42 0-6 -3-0 51.638 55.049 5LtE(11'-6%), E(19'-2%), EE(7'-8 ), CV(42'-3), PIV(3'-10) 130-7% 342-11 Pc Pv 1.517 UG 6.0900 177.97 1.96 150 0.000936 21-0 Pt 0.020 42 38 4-0 4-0 55.049 55.069 21-0 Pc Pv UG 4.2300 177.97 4.06 150 0.005524 59-11% Pt 0.650 38 4 4-0 -3-0 55.069 55.719 EE(7'-8), 2E(19'-21/2), LtE(11'-61/. 57-7% 117-7 Pc Pv UG 6.2800 177.97 1.84 140 0.000916 10,-0 Pt 3.317 4 3 4-0 40 55.719 59.035 3LtE(14'-2), BFP(-3.269) 42-6% 52-6% Pc Pv -0.000 UG 6.0900 177.97 1.96 150 0.000936 . 17-10 Pf 0.074 3 2 4-0 4-0 59.035 59.110 EE(10'-91/.), GV(4'-7'A), T(46'-2 61-7% 79-5% Pc Pv 0.000 UG 11.6500 177.97 0.54 150 0.000040 928-8 Pt 0.053 2 1 4-0 4-0 59.110 59.162 10EE(17'-5), 3GV(8'-0%), 2T(80' -5%), E(36'-21/2), S 396-6 1324-2% Pc Pv 100.00 Hose Allowance At Source 1 277.97 Route ..... f, © M.E.P.CAD, Inc..jjAutoSPRlNK 2018 04.4.5.0 7/25/2023 6:54:25PM Page 7 111 1 Hydrau1ic Analysis Job Number: 22-3636-02 - ATTIC ReDort DescriDtion: Liaht Hazard (RA-1 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary CM 2.0030 23.88 2.43 150 0.005122 6-0 Pt 0.041 703 704 35-6 35'-6 25.00 5.6 19.930 19.971 Sprinkler, Tr(2'-O) 2-0 8'0 Pe Pv CM 2.0030 48.90 4.98 150 0.019296 6-0 Pf 0.154 704 705 35-6 35'6 25.03 5.6 19.971 20.125 Sprinkler, Tr(2'-O) 2-0 8-0 Pe Pv CM 2.0030 74.03 7.54 150 0.041547 11-9 Pt 1.817 705 710 36-6 29'-8 25.12 5.6 20.125 24.472 Sprinkler, 2E(11'-O), T(10'-O) 32'-0 43-9 Pe Pv 2.529 CM 2.0030 12.89 1.31 150 0.001636 67-10 Pt 0.127 710 711 29'-8 29'8 24.472 24.599 5Tr(2'-O) 10-0 77-10 1 Pe Pv =. ..... Route 3 ..... BL 1.1010 25.74 8.67 150 0.108510 5-61/2 Pf 1.145 706 707 35-21/2 29'-8 25.74 5.6 21.126 24.678 Sprinkler, T(5'-O) 5-0 10'6h/2 Pe Pv 2.407 CM 2.0030 25.74 2.62 150 0.005886 12-0 Pt 0.106 707 709 29-8 29'8 24.678 24.784 3Tr(2-0) 6-0 18'0 Pc Pv CM 2.0030 52.79 5.38 150 0.022228 1-0 Pt 0.245 709 714 29'-8 29-8 27.05 24.784 25.029 Flow (q) from Route 4 T(1 0'-O) 10-0 11-0 Pe Pv CM 2.0030 18.94 1.93 150 0.003336 9,-5 Pt 0.065 714 715 29'-8 29-8 25.029 25.093 T(11 0'-0) 10-0 19-5 Pe Pv CM 2.0030 11.73 1.19 150 0.001375 104-0 Pf 0.182 715 719 29-8 29'-8 25.093 25.275 9Tr(2-0), T(11 0'-0) 28-0 132-0 Pe Pv CM 2.0030 18.94 1.93 150 0.003336 14-5 Pf 0.088 719 717 29'-8 29'-8 7.21 25.275 25.363 Flow (q) from Route 8 Tr(2'-O), C(10'-O) 12-0 26'-5 Pe Pv Route ..... SP 1.1010 27.05 9.12 150 0.118962 1-6% Pt 0.779 708 709 31-2% 29-8 27.05 5.6 23.334 24.784 Sprinkler, T(5'-O) 5-0 6-61/2 Pe Pv 0.671 Route ..... CM 2.0030 33.85 3.45 150 0.009771 5-0 Pt 0.146 714 713 29-8 29-8 18.94 25.029 25.175 Flow (q) from Route 3 C(1 0'-O) 10-0 15-0 Pe Pv CM 2.0030 15.49 1.58 150 0.002301 4-41/z Pt 0.056 713 712 29'-8 29'-8 25.175 25.231 C(1 0'-O) T(10'-O) 20-0 24-4% Pe Pv CM 2.0030 8.23 0.84 150 0.000715 104-0 Pt 0.099 712 716 29'-8 298 25.231 25.330 12Tr(2'-O), T(1 0'-O) 34-0 138'0 Pe Pv CM 2.0030 15.49 1.58 150 0.002301 - 4-4% Pt 0.033 716 717 29'-8 29-8 7.26 25.330 25.363 Flow (q) from Route 7 C(1 0'-O) 10-0 14-4% Pe Pv Route ..... CM 2.0030 61.14 6.23 150 0.029166 18-1% Pf 0.704 710 713 29-8 29'-8 12.89 24.472 25.175 Flow (q) from Route 2 3Tr(2'-O) 6-0 24'l% Pc Pv CM 2.0030 79.50 8.09 150 0.047408 12-4 Pf 1.106 713 504 29'-8 194 15.49 25.175 30.761 Flow (q) from Route 5 E(1 1'-O) 11-0 234 Pe Pv 4.480 2.0030 79.50 8.09 150 0.047408 0-0 Pf 0.474 504 503 194 194 30.761 31.235 T(1 0'-O) 10-0 10-0 Pe Pv -0.000 FR 2.0030 56.32 5.73 150 0.025054 10-0 Pt 0.251 503 502 19-4 94 31.235 35.821 10-0 Pc Pv 4.335 2.0030 56.32 5.73 150 0.025054 0-0 Pt 0.251 502 501 94 94 35.821 36.071 T(1 0'-O) 10-0 10-0 Pc Pv -0.000 FR 2.0030 56.32 5.73 150 0.025054 103-111/2 Pt 3.832 501 11 9-4 9'4 36.071 39.903 191r(2'-O), cplg(1'-O), 1(10-0) 49-0 152'11% Pc Pv Route ..... , © M.E.P.CAD, Inc. jAutoSPRlNK 2018 v14.4.5.0 7/25/2023 6:54:25PM Page 8 1111 Hydrau1ic Analysis Job Number: 22-3636-02 - ATTIC Rencirt Dpcc.rintinn: Linht H72rc1 (RA-fl Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length CM 2.0030 7.26 0.74 150 0.000566 118-2 Pt 0.099 712 29-8 25.231 T(10-0) 56-0 Pe 716 29-8 25.330 13Tr(2-0), 2T(10-0) 174'2 Pv =. ..... Route 8 ..... CM 2.0030 7.21 0.73 150 0.000559 134-11 Pt 0.182 715 29-8 25.093 T(1 0'-o) 190-0 Pe 719 29'8 25.275 2T(10-0), 14Tr(2-0), 12E(11-0) 324-11 Pv =. ..... Route 9 ..... CM 2.0030 23.18 2.36 150 0.004849 10801/2 Pt 0.888 503 19-4 31.235 T(10-0) 75-0 Pe 403 19-4 32.122 31(10-0), 17Tr(2-0), cplg(1-0) 183-0% Pv Equivalent Pipe Lengths of Valves and Fittings (C=120 only) C Value Multiplier Actual Inside Diameter 4.87 Value Of C 100 130 140 150 ( Schedule 40 Steel Pipe Inside Diameter ) = Factor Multiplying Factor 0.713 1.16 1.33 1.51 Pipe Type Legend Units Legend Fittings Legend AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain Discharge gpm BalV Ball Valve DR Drop BFP Backflow Preventer DY Dynamic Velocity fps BV Butterfly Valve FM Feed Main Pressure psi C Cross Flow Turn 90° FR Feed Riser Length Foot cplg Coupling MS Miscellaneous Friction Loss psi/Foot Cr Cross Run OR Outrigger HWC Hazen-Williams Constant CV Check Valve RN Riser Nipple Pt Total pressure at a point n a i . DelV Deluge Valve SP Sprig DPV Dry Pipe Valve ST Stand Pipe Pn Normal pressure at a point in a pipe E 90° Elbow UG Underground Pf Pressure loss due to friction between points EE 45° Elbow Pe Pressure due to elevation difference between indicated Eel 11W Elbow points Ee2 22%' Elbow Pv Velocity pressure at a point in a pipe f Flow Device Id Flex Drop FDC Fire Department Connection IE 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 LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV 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 f, © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.4.5.0 7/25/2023 6:54:25PM Page 9 1111Check Point Gauge Data Job Number: 22-3636-02 - ATTIC Report Description: Light Hazard (RA-1) © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 7/2512023 6:54:26PM Page 10 III Riser Tag Job Villa 67 @ Hilton Marbrisa Resort 1585 Marbrisa Circle Carlsbad, Ca 92008 Design Basis Occupancy: Total Sprinklers: Number Of Sprinklers Calculated: K-Factor: Orifice Size: Design Density: Average Density: Area of Application: Demand At Base Of Riser (BOR) Total Demand Flow(gpm): Pressure(psi): Job Number: 22-3636-02 - ATTIC Light Hazard 267 FA 5.6 0 0.10Ogpm/ft2 0. 626g pm/ft2 1500.00ft2 (Actual 284.30ft2) 177.97 Water Supply Information At Time Of Design Static Pressure(psi): 64.000 Residual Pressure(psi): 32.000 Supply Flow(gpm): 3750.00 Total Demand Flow(gpm): 277.97 Total Demand Pressure(psi): 59.162 , © M.E.P.CAD, Inc. Pjj AutoSPRINK 2018 04.4.5.0 7/25/2023 6:54:27PM Page 11 ~jjjjHydraulic Overview Job Number: 22-3636-02 - LV3 UNIT Rennrt flossrrintinn I inht Hra7rerd (PA-9 Job Job Number 000ign Engineer 22-3636-02 JASON NICHOL Job Name Villa 67 @ Hilton Marbrisa Resort Phone 858-513-4949 FM Add.. I 1585 Marbrisa Circle State CorttroatlordLloonso Number C-16-588039 Mdrese2 Carlsbad, Ca 92008 At-I,) Carlsbad Fire Dept Address) Job Site/Bubding Villa 67 System Density Area of AppI,uatlorr 0.100gpm/ft2 1500.00ft2 (Actual 458.62ft2) Most Dencenduirg Sprinkler Data Nose Streams 4.2 K-Factor 23.00 at 29.989 100.00 Coverage Per Spnirlder Number Of Sprinklers Calculated 225.00ft2 3 Snstem Pressure Oenr.rd Sosteer Rao eemerd 53.895 77.63 Total Demand 177.63 @ 53.895 Pressure Result +9.992(15 . 6%) Supplies Check Point Gauges Node Name Flow(ppml Hose Flow(pm) Static(psi) Residual(psi) Identifier Pressure(Dsi) K-Factor(K) Flow(pom) 1 Water Supply 3750.00 100.00 64.000 32.000 BOR 47.787 11.23 77.63 22-3636-02_47.cad Water Supply at Node 1 (3750.00, 100.00, 64.000, 32.000) ± . © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.4.5.0 7/25/2023 6:59:41PM Page 1 1111 HydrauIic_Summary Job Number: 22-3636-02 - LV3 UNIT Report Description: Light Hazard (RA-2) Job Job Number 22-3636-02 Design Englnoor JASON NICHOL Job Name: Villa 67 @ Hilton Marbrisa Resort State Cergfloago&Licansa Numbar C-16-588039 Address I 1585 Marbrisa Circle AHJ Carlsbad Fire Dept Address 2 Carlsbad, Ca 92008 Job Site/Building Villa 67 Address 3 Drandflg Name 22-3636-02_47.cad System Remote Area(s) Mast Demanding Spnntden Data 4.2 K-Factor 23.00 at 29.989 Occupancy Light Hazard Jab Suffix LV3 UNIT Hose Prilowanas At Source 100.00 Density 0.loogpm/ft2 NRC Otdppacatlon 1500.00ft5 (Actual 458.62ft2) Additional Hose Supplies Node Flow(pom) Number Of Sprinklers Calculated[ 3 Coverage Per Sprinkler 225.00ft2 AutoPoak Results: Pressure For Remote Pace(s) Adjacent TO Most Remote Nea Total Hose Streams 100.00 System Flow Demand 77.63 Total Water Required (Including Hose Allowance) 177.63 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 9.21 between nodes 102 and 101 Maximum Velocity Under Ground 1.77 between nodes 42 and 41 Volume capacity of Wet Pipes 16091 .39ga1 Volume capacity of Sly Pipes Supplies Node Name Hose Flow (gpm) Static (psi) Residual (psi) Flow @ (gpm) Available (psi) Total Demand @ (gpm) Required (psi) Safety Margin (psi) 1 Water Supply 100.00 1 64.000 32.000 I 3750.00 63.887 177.63 53.895 9.992 Contractor Contractor Number Contact Name Contact Title Name of Contractor: Phone Extension Address t FAX Address 2 E.n,eil Address 3 Wob-Xite , © M.E.P.CAD, Inc. @fl AutoSPRlNK 2018 04.4.5.0 7/25/2023 6:59:43PM Page 2 dhydraulic Graph Job Number: 22-3636-02 - LV3 UNIT Pren,sri fl ,rirsfi,sn I i,.ht I-Irererd (PAJ)\ Water Supply at Node I 100— go--- 80- 70--- -Static Pressure 64.000 60- 7.63 177.63 @ 53.895 r with hose streams 50 iII____________ 30 S stem demand curve 750.00 l 32.000 ::ii_______ 10 0 I.I.I.IIII III III I I I I I I I I I I I I I I I I I I I I I I I t I I I I I I I I I I I I I I I I I I I I I 0750 1500 2250 3000 3750 4500 5250 6000 6750 7500 Water flow, gpm Hydraulic Graph Water Supply at Node 1 Static: Pressure - 64.000 Residual: Pressure 32.000 @ 3750.00 Available Pressure at riffle oliesI 63.887 @ 177.63 ScrAm Dearard - 53.895 @ 77.63 $ysterr Derrrard ItrAudlrg Hare ifJlssvaca at savrcel 53.895 @ 177.63 ,© M.E.P.CADr Inc. III AutoSPRINK 2018 v14.4.5.0 7/25/2023 6:59:45PM Page 3 1111 Hydraulic Graph Job Number: 22-3636-02 - LV3 UNIT D,,,.4 fl,-.-i,,+;,,.,. I ik+ !DA J)\ BOR 100— 90— 80— 70--- -Static Pressure 64.000 60— (0 j 50— 7.6347.787\ 177.63 with hose streams 40 750.00 32.000 30 tern ::Is Tnue 0....UU 111111111 ,I.I.I.I.i.I.i.i.'iiiiiii IllIllIll 111111111 11111111 \..IIIIIII 111111111 I I 11111 0750 1500 2250 3000 3750 4,500 5250 6000 6750 7500 Water flow, gpm Hyd,atic G,eph BOR Static: Pmssu,e N/A RetiidtaI: P,otiso,o N/A Available Ptotitiu,ti at limo otliool N/A Sy- DOaS 47.787 @ 77.63 System 000,505 (lodoteng 0005djb.o3000 at So5r00) 47.787 @ N/A , © M.E.P.CAD, Inc. 0,1 AutoSPRINK 2018 v14.4.5.0 7/25/2023 6:59:45PM Page 4 ~jjjjSummary Of Outfiowing Devices Job Number: 22-3636-02 - LV3 UNIT rcepon uescruptlon: Ll9flt riazara krA-z) Actual Flow Minimum Flow K-Factor Pressure Device (gpm) (gpm) (K) (psi) Sprinkler 101 27.34 17.00 4.9 31.127 Sprinkler 103 27.29 17.00 4.9 31.025 Most Demanding Sprinkler Data , © M.E.P.CAD, Inc. jAutoSPRlNK 2018 04.4.5.0 7/25/2023 6:59:52PM Page 5 111INode Analysis Job Number: 22-3636-02 - LV3 UNIT Rnort Decrintion iciht H7r1 (RA-2' Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1 -3-0 S 53.895 77.63 101 27-7 Spr(-31.127) 31.127 27.34 103 27-bY2 Spr(-31.025) 31.025 27.29 105 28-6 Spr(-29.989) 29.989 23.00 2 -3-0 T(46'-21/2) 53.883 3 -3-0 LtE(14-2) 53.867 4 -3-0 LtE(11-6Y2) 49.857 8 0-6 47.787 9 9-4 fE(6-2) 43.901 10 9-4 43.487 11 9-4 T(10-0) 42.254 38 4-0 49.717 41 0-6 BOR 47.787 42 4-0 49.713 102 29-8 T(5-0) 31.994 104 29-8 T(5'-O) 31.972 106 29-8 T(5'-O) 32.035 401 9-4 T(10-0) 41.962 402 9-4 41.739 403 19-4 T(10-0) 37.181 404 19-4 37.033 501 . 9-4 T(10-0) 41.418 502 9-4 41.364 503 19-4 T(1 0'-O) 36.974 504 19-4 36.868 710 29-8 Tr(2'-O), T(1 0'-O) 32.165 711 29-8 T(10-0), Tr(2'-O) 32.198 712 29-8 T(10'-O), Tr(2-0) 32.012 713 29-8 C(10-0) 32.142 714 29-8 T(10-0) 32.118 715 29-8 T(10-0) 32.138 716 29-8 T(10'-O), Tr(2-0) 32.158 717 29-8 C(10'-O), Tr(2'-O) 32.222 719 29-8 T(10'-O), Tr(2'-O) 32.195 . © M.E.P.CAD, Inc. JAutoSPRINK 2018 04.4.5.0 7/25/2023 6:59:53PM Page 6 1111Hydraulic Analysis Job Number: 22-3636-02 - LV3 UNIT Rnort DAscrintion: Lioht 1-17ard (RA-2' Pipe Type Diameter Flow Velocity HWC Friction Loss Length - Pressure Downstream Upstream Elevation Discharge K-Factor Pt Rn Fittings Eq. Length Total Length Summary Route ..... BL 1.1010 23.00 7.75 150 0.088117 2-11 Vz Pt 2.552 105 106 28-6 29-8 23.00 4.2 29.989 32.035 Sprinkler, 3E(7-0), T(5'-O) 26-0 28'-111/2 Pe Pv -0.506 CM 2.0030 23.00 2.34 150 0.004779 5-4 Pt 0.083 106 714 29-8 29'8 32.035 32.118 Tr(2-0), T(1 0'-O) 12-0 17'4 Re Pv CM 2.0030 10.11 1.03 150 0.001045 9-5 Pt 0.020 714 715 29-8 29-8 32.118 32.138 T(1 0'-O) 10-0 19'5 Re Pv CM 2.0030 6.26 0.64 150 0.000431 104-0 Pt 0.057 715 719 29-8 29'8 32.138 32.195 9Tr(2'-O), T(10-0) 28-0 1320 Re Pv CM 2.0030 10.11 1.03 150 0.001045 14-5 Pt 0.028 719 717 29-8 298 3.85 32.195 32.222 Flow (q) from Route 8 Tr(2-0), C(10'-O) 12-0 26-5 Re Pv FM 2.0030 42.34 4.31 150 0.014783 11-4V2 Pf 0.331 717 404 29-8 19-4 22.19 + 10.04 32.222 37.033 Flow (q) from Route 2 and 3 E(11'-O) 11-0 2241/z Re Pv 4.480 2.0030 42.34 4.31 150 0.014783 0-0 Pf 0.148 404 403 19-4 19-4 37.033 37.181 T(10-0) 10-0 10-0 Re Pv FR 2.0030 52.90 5.39 150 0.022314 10-0 Pf 0.223 403 402 19-4 9-4 10.56 37.181 41.739 Flow (q) from Route 9 10-0 Re Pv 4.335 2.0030 52.90 5.39 150 0.022314 0-0 Pt 0.223 402 401 9-4 9-4 41.739 41.962 T(10-0) 10-0 10-0 Pe Pv FR 2.0030 52.90 5.39 150 0.022314 3-1 Pf 0.292 401 11 9-4 9-4 41.962 42.254 T(1 0'-O) 10-0 13-1 Re Pv FR 2.0030 77.63 7.90 150 0.045367 23-2 Pt 1.233 11 10 9-4 94 24.73 42.254 43.487 Flow (q) from Route 4 2Tr(2'-O) 4-0 272 Re Pv BL 2.1570 77.63 6.82 120 0.047793 2-6 Pf 0.414 10 9 9-4 9-4 43.487 43.901 fE(6-2) 6-2 8-8 Pe Pv FR 3.2600 7763 2.98 120 0.006395 8-10 Pt 0.056 9 8 9-4 0-6 43.901 47.787 8-10 Re Pv 3.829 4.2300 77.63 1.77 150 0.001190 0-0 Pt 0.000 8 41 0-6 0-6 47.787 47.787 BOR 00 Pe Pv 0.000 UG 4.2300 77.63 1.77 150 0.001190 212-31/2 Pt 0.408 41 42 0-6 -3-0 47.787 49.713 5LtE(11-61/2), E(19'-21/2), EE(7'-8 ), CV(42-3), RIV(3'-10) 130-71/2 342-11 Pe Pv 1.517 UG 6.0900 77.63 0.86 150 0.000202 21-0 Pt 0.004 42 38 4-0 4-0 49.713 49.717 21-0 Pe Pv UG 4.2300 77.63 1.77 150 0.001190 59-11% Pt 0.140 38 4 -3-0 4-0 49.717 49.857 EE(7'-8), 2E(19'-2%), LtE(11'-61/2 57-71/2 117-7 Pe Pv UG 6.2800 77.63 0.80 140 0.000197 10-0 Pt 4.010 4 3 4-0 4-0 49.857 53.867 3LtE(14'-2), BFP(-4.000) 42-6% 52-61/2 Pe Pv -0.000 UG 6.0900 77.63 0.86 150 0.000202 17-10 Pf 0.016 3 2 -3-0 -3-0 53.867 53.883 EE(10-91/2), GV(4'-71/2), T(46'-2 61-71/2 79-51/2 Pe Pv 0.000 UG 11.6500 7763 0.23 150 0.000009 928-8 Pt 0.011 2 1 4-0 4-0 53.883 53.895 10EE(17-5), 3GV(8-0%), 2T(80' -5%), E(36-2%), S 395-6 1324-2% Pe Pv 100.00 Hose Allowance At Source 1 17763 f,, © M.E.P.CAD, Inc. iJAutoSPRlNK 2018 04.4.5.0 7/25/2023 6:59:55PM Page 7 1111 Hydraulic Analysis Job Number: 22-3636-02 - LV3 UNIT Reoort Descnotion: Liaht Hazard (RA-2 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary =... ... Route 2 ..... DR 1.1010 27.29 9.20 150 0.120937 2-2 Pt 1.715 103 104 27-laY2 29-8 27.29 4.9 31.025 31.972 Sprinkler, E(7'-O), T(5'-O) 12-0 14-2 Pe Pv -0.768 CM 2.0030 12.11 1.23 150 0.001460 97-81/2 Pt 0.186 104 716 29'-8 29'8 31.972 32.158 10Tr(2'-O), 1(10-0) 30-0 127'81/2 Pe Pv CM 2.0030 22.19 2.26 150 0.004474 4-4% Pf 0.064 716 717 29'-8 29'-8 10.08 32.158 32.222 Flow (q) from Route 5 c(10'-o) 10,-0 14'41/z Pe Pv .Route ..... DR 1.1010 27.34 9.21 150 0.121304 2'-8 Pt 1.780 101 102 27-7 29'-8 27.34 4.9 31.127 31.994 Sprinkler, E(7'-O), T(5-0) 12-0 14-8 Pc Pv -0.912 CM 2.0030 17.26 1.76 150 0.002810 4-5 Pf 0.018 102 712 29-8 29'8 31.994 32.012 Tr(2-0) 2-0 6'5 Pc Pv CM 2.0030 32.44 3.30 150 0.009029 4-4% Pf 0.130 712 713 29'-8 29'-8 15.18 32.012 32.142 Flow (q) from Route 6 c(10'-a) 10,-0 14-4% Pc Pv CM 2.0030 10.04 1.02 150 0.001031 18-1% Pt 0.023 713 710 29-8 29'-8 32.142 32.165 2Tr(2'-O) 4-0 22'-l% Pc Pv CM 2.0030 6.09 0.62 150 0.000409 67-10 Pt 0.033 710 711 29-8 29'-8 32.165 32.198 Tr(2'-O) 5Tr(2'-O) 12-0 79'10 Pc Pv CM 2.0030 10.04 1.02 150 0.001031 18-0% Pt 0.025 711 717 29'-8 29'-8 3.95 32.198 32.222 Flow (q) from Route 7 3Tr(2'-O) 6-0 24'O% Pc Pv -Route 4 ..... CM 2.0030 12.89 1.31 150 0.001637 5-0 Pf 0.025 714 713 29-8 29-8 10.11 32.118 32.142 Flow (q) from Route 1 C(10'-O) 10,-0 15'-0 Pc Pv CM 2.0030 35.29 3.59 150 0.010550 12-4 Pt 0.246 713 504 29-8 194 10.04 32.142 36.868 Flow (q) from Route 3 E(11'-0) 11-0 23-4 Pc Pv 4.480 2.0030 35.29 3.59 150 0.010550 0-0 Pt 0.105 504 503 19-4 19-4 36.868 36.974 1(10-0) 10-0 10-0 Pc Pv -0.000 FR 2.0030 24.73 2.52 150 0.005466 10,-0 Pt 0.055 503 502 19-4 9-4 36.974 41.364 10,-0 Pc Pv 4.335 2.0030 24.73 2.52 150 0.005466 0,-0 Pt 0.055 502 501 9-4 9-4 41.364 41.418 1(10-0) 10-0 10,-0 Pc Pv -0.000 FR 2.0030 24.73 2.52 150 0.005466 103-111/2 Pf 0.836 501 11 9-4 9'..4 41.418 42.254 19Tr(2'-O), cplg(1'-O), 1(10-0) 49-0 152'11% Pc Pv =. ..... Route 5 ..... CM 2.0030 10.08 1.03 150 0.001039 113-9 Pt 0.164 102 716 29'-8 29'-8 17.26 31.994 32.158 Flow (q) from Route 3 2T(10'-O), 1211(2-0) 44-0 157-9 Pc Pv Route ..... CM 2.0030 15.18 1.55 150 0.002216 64 Pf 0.041 104 712 29'-8 29'8 12.11 31.972 32.012 Flow (q) from Route 2 Tr(2'-O), 1(10-0) 12-0 18'4 Pc Pv =. ..... Route 7 ..... CM 2.0030 3.95 0.40 150 0.000184 F 89'-6 Pt 0.033 710 711 29-8 29'8 32.165 32.198 1(10-0) 4E(11-0), 12Tr(2'-O), T(10-0) 88-0 177'6 Pc Pv - RouteS ..... CM 2.0030 3.85 0.39 150 0.000175 1 134-11 Pf 0.057 715 719 29'-8 29'-8 32.138 32.195 1(10-0) 21(10-0), 14Tr(2'-O), 12E(11'-0) 190-0 324'11 Pc Pv Route ..... CM 2.0030 10.56 1.07 150 0.001131 108-0% Pt 0.207 503 403 194 19-4 36.974 37.181 1(10-0) 31(10-0), 17Tr(2-0), cplg(1'-O) 75-0 183'0% Pc Pv © M.E.P.CAD, Inc. ] AutoSPRINK 2018 04.4.5.0 7/25/2023 6:59:55PM Page 8 Units Legend Diameter Inch Elevation Foot Flow gpm Discharge gpm Velocity fps Pressure psi Length Foot Friction Loss psi/Foot HWC Hazen-Williams Constant Pt Total pressure at a point in a pipe Pn Normal pressure at a point in a pipe Pf Pressure loss due to friction between points Pe Pressure due to elevation difference between indicated points Pv Velocity pressure at a point in a pipe Pipe Type Legend AO Arm-Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG Underground ~JjN jHydraulic Analysis Job Number: 22-3636-02 - LV3 UNIT rceport Lescrlpuorl; LI9flt nazero rcP\-) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length lEquivalent Pipe Lengths of Valves and Fittings (C=120 only) C Value Multiplier Actual Inside Diameter 4.87 Value Of C 100 130 140 150 ( Schedule 40 Steel Pipe Inside Diameter ) = Factor Multiplying Factor 0.713 1.16 1.33 1.51 Fittings Legend 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 111/4* Elbow Ee2 22W Elbow Flow Device I'd 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 LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV 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 , © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 . 7/25/2023 6:59:55PM Page 9 11 ICheck Point Gauge Data Job Number: 22-3636-02 - LV3 UNIT Report Description: Light Hazard (RA-2) Gauge Pressure(psi) X-Factor(K) Flow(gpm) Inlet Static Pressure(psi) Elevation(Foot) BOR 47.787 11.23 77.63 58.483 0-6 © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 7/25/2023 6:59:56PM Paae 10 My I Riser Tag I u.Is Job Villa 67 @ Hilton Marbrisa Resort 1585 Marbrisa Circle Job Number: 22-3636-02 - LV3 UNIT Carlsbad, Ca 92008 Design Basis Occupancy: Light Hazard Total Sprinklers: 267 Number Of Sprinklers Calculated: 3 K-Factor: 4.2 Orifice Size: 0 Design Density: 0.1Oogpm/ft2 Average Density: - 0.169gpm/ft2 Area of Application: 1500 .00ft (Actual 458.62ft2) Demand At Base Of Riser (BOR) Total Demand Flow(gpm): 77.63 Pressure(psi): 47.787 Water Supply Information At Time Of Design Static Pressure(psi): 64.000 Residual Pressure(psi): 32.000 Supply Flow(gpm): 3750.00 Total Demand Flow(gpm): 177.63 Total Demand Pressure(psi): 53.895 © M.E.P.CAD, Inc. jAutoSPRINK 2018 04.4.5.0 7/25/2023 6:59:57PM Page 11 IHydraulic _Overview Job Number: 22-3636-02 - LV2 UNIT Reoort DescriDtion: Licht Hazard (RA-3 Job Job Number Design Engineer 22-3636-02 JASON NICHOL Job Nome Villa 67 @ Hilton Marbrisa Resort Phone 858-513-4949 FAX Address 1 1585 Marbrisa Circle Slots Ce,lficotlonlUnonso Number C-16-588039 Address 2 Carlsbad, Ca 92008 Carlsbad Fire Dept Address 3 Job She/Building Villa 67 System Density 0.100gpm/ft2 Area nf App llc000n 1500 .00ft2 (Actual 447.92ft2) Most Demanding Sprtntder Data lose Streams 4.9 K-Factor 20.00 at 16.660 100.00 Cocorago For Sprinkler Numbs, Of Sprinklers Calculated 225.00ft2 3 System Pressure eemand goatee P10,5 errand 34.578 60.95 Total Demand 160.95 @ 34.578 Pressure Result +29.328 (45.9%) Supplies Check Point Gauges Node Name Flow(ppm) Hose Flow(cpm) Static(osi) Residual(psi) Identifier Pressure(psi) K-Factor(K) Flow(opm) 1 Water Supply 3750.00 100.00 64.000 32.000 BOR 28.683 11.38 60.95 22-3636-02_47.cad Water Supply at Node 1(3750.00, 100.00, 64.000, 32.000) 100- 90- 70- - Static Pressure 64.000 Z 60 I 50 2 40 °- 095 @ 34.578 750.00 30 160.95 with hose streams @ 32.000 - System demand curve 20 34 10 0- 6750 7500 fflS0000 3750 4500 5250 6000 Water flow, gpm , © M.E.P.CAD, Inc. Me AutoSPRINK 2018 04.4.5.0 7/25/2023 7:05:11 PM Page 1 W I Hydraulic Summary Job Number: 22-3636-02 - LV2 UNIT Reitnnrt flRstrintinn I iriht Hta7tard (RA- Job Job Number 22-3636-02 Design Engineer JASON NICHOL .lob Name; Villa 67 @ Hilton Marbrisa Resort State CerdfeatorsiUeenso Number C-16-588039 Address I 1585 Marbrisa Circle AHJ Carlsbad Fire Dept Addness 2 Carlsbad, Ca 92008 Job Site/Building - Villa 67 Address 3 Dresing Name 22-3636-02_47.cad System Remote Area(s) Most Demanding Sprinkler Data 4.9 K-Factor 20.00 at 16.660 Oeeuponey Light Hazard Job Suffix LV2 UNIT Hose gitowance At Source 100.00 Density 0.l00gpm/ft2 Area ofApicaflcn 1500.00ft2 (Actual 447.92ft2) Additional nose Supplies Node Flow(pm) Number Of Sprinklers Catcuiated 3 Cusenagn Per Sprinkler 225.00ft2 AutePeak Results: Prnssura For Remote Asea(s) Adjacent 10 Most Remote Area Right: 40.582 - Totoi nose SSeams 100.00 System Ftous Demand Total Water Required (Including Hose MI-) 60.95 160.95 Maoimum Pressure Unbaianoe in Leaps 0.000 Maximum Veteogydibove Ground 8.50 between nodes 306 and 305 Maoimum Veiocity under Ground 1.39 between nodes 42 and 41 Votume uopodty of Wet PipaO 16091 .39ga1 Volume capacity of Dry Pipes Supplies Node Name Hose Flow (gpm) Static (psi) . Residual (psi) Flow © (gpm) Available (psi) Total Demand © (gpm) Required (psi) Safety Margin (psi) 1 Water Supply 100.00 64.000 32.000 3750.00 63.905 160.95 34.578 29.328 Contractor Contractor Number Contact Name - Contact TIES Name ofC000acter Phone Extension Addrexsf FAX Address 2 E-mail Address 3 Web-Site . © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 7/25/2023 7:05:13PM Page 2 1111 Hydraulic Graph I Job Number: 22-3636-02 - LV2 UNIT Pesne,rt flmr'rintiesn I jthf Wmr, (PA\ Water Supply at Node I 90— 80— 70— Static Pressure 64.000 60— IHII_______________ 0.95 Or 34.578 - 160.95 with hose streams 750.00 c 32.000 30- - s stem demand curve 20 10 0— LUIUI UJJ.i.U.i 11111 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 0750 1500 2250 3000 3750 4500 5250 6000 6750 7500 Water flow, gpm idydt5ulic Graph - Water Supply at Node 1 Stady: Pressure 64.000 Residual: Pressure 32.000 @ 3750.00 Aeeitabte Pressure at Time at Test 63.905 @ 160.95 System Det,ard 34.578 @ 60.95 Sr5t.rfl Derraaa Itrdudir5 Mae. pJte-e,ree at uauteel - - 34.578 @ 160.95 , © M.E.P.CAD, Inc. 11 AutoSPRINK 2018 v14.4.5.0 7/25/2023 7:05:15PM Page 3 1111 HydrauIic Graph Job Number: 22-3636-02 - LV2 UNIT Paranr,rt fl,'rinth,n I inht I-1r,4 IPA-'%I BOR 100-: 80— 70--- -Static Pressure 64.000 60—\__ CL JII\ 40 750.00 © 32.000 30— 50.9528.60S 16095 with hose streams S stem demand curve 20-' 0... 1L1j.j.LI1_I.l_j.1.I.I.l_?IIIIIIIII 111111111 111111111 IIIIIIIl %..IIIIIII 111111 III 11111 I I 0150 1500 2250 3000 3750 4500 5250 6000 6750 7500 Water flow, gpm Hyd,atic Graph BOR Sta& Praasu,e N/A Residual: P,essure - N/A Available Prosaurs at Time of Tart N/A SOrters Demand 28.683 @60.95 Saste, Doomed (trdudlrg Hose ftJbearra at Sourca) - 28.683 @ N/A , © M.E.P.CAD, Inc. NJ AutoSPRINK 2018 04.4.5.0 7/25/2023 7:05:15PM Page 4 ~jjq jSummary Of Outfiowing Devices I Job Number: 22-3636-02 - LV2 UNIT ummm <eport uescnption: Llgflt Hazara (I-<A-) Actual Flow Minimum Flow K-Factor Pressure Device (aom (aom (K) (osfl Sprinkler 301 20.52 17.00 4.9 17.534 E Sprinkler 303 20.00 20.00 4.9 16.660 c Most Demanding Sprinkler Data . © M.E.P.CAD, Inc. M11 AutoSPRINK 2018 04.4.5.0 7/25/2023 7:05:23PM Page 5 111INode Analysis Job Number: 22-3636-02 - LV2 UNIT Rnort DAscrintion Lkiht Ha7ird (RA-' Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1 -3-0 S 34.578 60.95 301 17-1Y2 Spr(-17.534) 17.534 20.52 303 19-1 Spr(-16.660) 16.660 20.00 304 19-1 Spr(-17.394) 17.394 20.44 2 -3-0 T(46'-21/2) 34.571 3 -3-0 LtE(14-2) 34.560 4 4-0 LtE(11-6Y2) 30.554 8 0-6 28.683 9 9-4 fE(6'-2) 24.818 10 9-4 24.553 11 9-4 T(10-0) 23.765 38 4-0 30.464 41 0-6 BOR 28.683 42 4-0 30.462 302 18-10 T(5-0) 18.109 305 19-4 T(5'-O), Tr(1-0) 17.649 306 19-4 T(6-0) 18.363 401 9-4 T(10-0) 23.593 402 9-4 23.461 403 19-4 T(10-0) 18.994 404 19-4 18.963 464 19-4 T(6-0), Tr(2'-O) 18.363 501 9-4 T(10-0) 23.137 502 9-4 23.096 503 19-4 T(1 0'-O) 18.719 504 19-4 18.751 710 29-8 Tr(2-0), T(10-0) 14.389 711 29'-8 T(10-0), Tr(2'-O) 14.402 712 29-8 T(10-0) 14.383 713 29-8 C(10-0) 14.376 715 29-8 T(10-0) 14.385 716 29-8 T(10-0), Tr(2-0) 14.405 717 29-8 C(10-0), Tr(2-0) 14.412 719 29-8 T(10'-O), Tr(2'-O) 14.403 © M.E.P.CAD, Inc. IlJ AutoSPRINK 2018 04.4.5.0 7/25/2023 7:05:24PM Page 6 11 IHydraulic Analysis M Job Number: 22-3636-02 - LV2 UNIT Report Description: Light Hazard (RA-3) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary QD ..... Route l ..... DR 1.1010 20.00 6.74 150 0.068041 10-31/2 Pf 1.107 303 305 19-1 19-4 20.00 4.9 16.660 17.649 Sprinkler, T(5'-O), Tr(1'-O) 6-0 16.31/2 Pe Pv -0.117 BL 1.3940 40.44 8.50 150 0.079310 3-0 Pf 0.714 305 306 19-4 19-4 20.44 17.649 18.363 Flow (q) from Route 2 T(6'-O) 6-0 9-0 Pe Pv CM 2.0030 39.56 4.03 150 0.013034 7-4 Pf 0.356 306 503 19-4 19-4 18.363 18.719 2T(10'-O) 20-0 27-4 Pc Pv FR 2.0030 21.19 2.16 150 0.004106 10-0 Pt 0.041 503 502 194 9-4 18.719 23.096 10-0 Pc Pv 4.335 2.0030 21.19 2.16 150 0.004106 0-0 Pt 0.041 502 501 9-4 9-4 23.096 23.137 T(10'-O) . 10-0 10-0 Pe Pv -0.000 FR 2.0030 21.19 2.16 150 0.004106 103-111/2 Pf 0.628 501 11 94 9'4 23.137 23.765 19Tr(2'-O), cplg(1'-O), T(10'-O) 49-0 152'11'/2 Pe Pv FR 2.0030 60.95 6.21 150 0.029003 23-2 Pt 0.788 11 10 9-4 9-4 39.77 23.765 24.553 Flow (q) from Route 3 2Tr(2'-O) 4-0 27'2 Pe Pv BL 2.1570 60.95 5.35 120 0.030553 2-6 Pt 0.264 10 9 94 9-4 24.553 24.818 fE(6'-2) 6-2 8-8 Pe Pv FR 3.2600 60.95 2.34 120 0.004088 8-10 Pt 0.036 9 8 9-4 0-6 24.818 28.683 8-10 Pe Pv 3.829 4.2300 60.95 1.39 150 0.000761 0-0 Pt 0.000 8 41 0-6 0-6 28.683 28.683 BOR 0-0 Pe Pv 0.000 UG 4.2300 60.95 1.39 150 0.000761 212-31/2 Pf 0.261 41 42 0-6 -3-0 28.683 30.462 5LtE(11-6%), E(19'-21/2), EE(7'-8 ), CV(42'-3), PIV(3'-10) 130-7% 342-11 Pe Pv 1.517 UG 6.0900 60.95 0.67 150 0.000129 21-0 Pt 0.003 42 38 -3-0 -3-0 30.462 30.464 21-0 Pc Pv UG 4.2300 60.95 1.39 150 0.000761 59-111/2 Pt 0.089 38 4 4-0 -3-0 30.464 30.554 EE(7'-8), 2E(19'-2%), LtE(11'-61/2 57-7% 117-7 Pc Pv UG 6.2800 60.95 0.63 140 0.000126 10-0 Pt 4.007 4 3 4-0 4-0 30.554 34.560 3LtE(14'-2), BFP(-4.000) 42-6% 52-61/2 Pe Pv -0.000 UG 6.0900 60.95 0.67 150 0.000129 17-10 Pt 0.010 3 2 4-0 -3-0 34.560 34.571 EE(10'-9%), GV(4'-71/2), 1(46-2 61-71/2 79-5% Pc Pv 0.000 UG 11.6500 60.95 0.18 150 0.000005 928'-8 Pt 0.007 2 1 4-0 -3-0 34.571 34.578 10EE(17-5), 3GV(8'-0%), 2T(80' -51/), E(36'-21/2), S 395-6 1324-2% Pc Pv 100.00 Hose Allowance At Source 1 160.95 - Route 2 ..... DR 1.1010 20.44 6.89 150 0.070809 0-31/2 Pt 0.373 304 305 19-1 19-4 20.44 4.9 17.394 17.649 Sprinkler, T(5'-O) 5-0 5-3% Pc Pv -0.117 - Route 3 ..... DR 1.1010 20.52 6.91 150 0.071339 1-9 Pf 0.981 301 302 17-101/2 18-10 20.52 4.9 17.534 18.109 Sprinkler, E(7'-O), 1(5-0) 12-0 13-9 Pc Pv -0.406 BL 1.3940 20.52 4.31 150 0.022608 6-10 Pt 0.471 302 464 18-10 19-4 18.109 18.363 E(8'-O), T(6'-O) 14-0 20-10 Pc Pv -0.217 , © M.E.P.CAD, Inc. AutoSPRlNK 2018 04.4.5.0 7/25/2023 7:05:25PM Page 7 111 1Hydraulic Analysis Job Number: 22-3636-02 - LV2 UNIT Renort Descrintion: Liaht Hazard (RA- Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary CM 2.0030 21.40 2.18 150 0.004181 99-101/2 Pt 0.631 464 403 19-4 191 4 0.88 18.363 18.994 Flow (q) from Route 13 15Tr(2-0), cplg(1'-O), 21(10-0) 51-0 15010h/z Pe Pv FR 2.0030 39.77 4.05 150 0.013161 10-0 Pt 0.132 403 402 194 9-4 18.37 18.994 23.461 Flow (q) from Route 4 10-0 Pe Pv 4.335 2.0030 39.77 4.05 150 0.013161 0-0 Pf 0.132 402 401 9-4 9-4 23.461 23.593 1(10-0) . 10-0 10-0 Pe Pv FR 2.0030 39.77 4.05 150 0.013161 3-1 Pt 0.172 401 11 9-4 9-4 23.593 23.765 T(1 0'-O) 10,-0 13-1 Pe Pv =. ..... Route 4 ..... 2.0030 18.37 1.87 150 0.003154 0.-0 Pt 0.032 503 504 19-4 19-4 18.719 18.751 1(10-0) 10,-0 10,-0 Pc Pv 0.000 FR 2.0030 18.37 1.87 150 0.003154 12-4 Pt 0.105 504 713 19-4 29-8 18.751 14.376 E(11'-O), C(10'-O) 21-0 33-4 Pe Pv -4.480 CM 2.0030 6.10 0.62 150 0.000410 18-1% Pt 0.013 713 710 29-8 29'8 14.376 14.389 C(1 0'-O) 2Tr(2-0) 14-0 321% Pc Pv CM . 2.0030 3.70 0.38 150 0.00.0162 67-10 Pt 0.013 710 711 29'-8 29'-8 14.389 14.402 Tr(2'-O) 5Tr(2'-O) 12-0 79'10 Pe Pv CM 2.0030 6.10 0.62 150 0.000410 1801/z Pt 0.010 711 717 29'-8 29'-8 2.40 14.402 14.412 Flow (q) from Route 11 3Tr(2'-O) 6-0 24-0% Pc Pv FM 2.0030 18.37 1.87 150 0.003154 11-4% Pf 0.071 717 404 29'-8 19-4 6.80 +5.47 14.412 18.963 Flow (q) from Route 5 and 6 E(11'-O) 11-0 224% Pe Pv 4.480 2.0030 18.37 1.87 150 0.003154 0,-a Pt 0.032 404 403 19-4 19-4 18.963 18.994 1(10-0) 10,-a 10,-0 Pe Pv =. ..... Route 5 ..... CM 2.0030 6.80 0.69 150 0.000502 4-41/2 Pf 0.007 716 717 29-8 29'-8 3.62 +3.19 14.405 14.412 Flow (q) from Route 7 and 8 C(10'-O) 10-0 1441/2 Pe ~Pv =. ..... Route 6 ..... CM 2.0030 5.47 0.56 150 0.000335 14-5 Pt 0.009 719 717 29-8 29'-8 3.39 +2.08 14.403 14.412 Flow (q) from Route 10 and 12 Tr(2'-O), C(la'-O) 12-0 26'-5 Pc Pv =...... Route 7 ..... CM 2.0030 3.62 0.37 150 0.000156 104-0 Pt 0.022 712 716 29-8 29'8 6.80 14.383 14.405 Flow (q) from Route 9 12Tr(2'-O), 1(10-0) 34-0 138'O Pc Pv Route ..... CM 2.0030 3.19 0.32 150 0.000124 118-2 Pt 0.022 712 716 29'-8 29'-8 6.80 14.383 14.405 1(10-0), Flow (q) from Route 9 13Tr(2'-O), 21(10-0) 56-0 174'2 Pe Pv - ...... Route 9 ..... CM 2.0030 6.80 0.69 150 0.000502 4-41/2 Pt 0.007 713 712 29-8 29'-8 6.10 14.376 14.383 Flow (q) from Route 1(10-0) 10,-0 144% Pc Pv =. ..... Route lo ..... CM 2.0030 5.47 0.56 150 0.000335 14-5 Pt 0.009 713 715 29-8 29'8 6.10 14.376 14.385 Flow (q) from Route 4 Tr(2'-O), 1(10-a) 12-0 265 Pe Pv CM 2.0030 3.39 0.35 150 0.000138 104-0 Pt 0.018 715 719 29'-8 29'-8 14.385 14.403 9Tr(2'-O), 1(10-a) 28-0 132'0 Pc Pv =. ..... Route ll ..... CM 2.0030 2.40 0.24 150 0.000073 89'-6 Pt 0.013 710 711 29'-8 29'-8 14.389 14.402 T(10'-O) 4E(11'-O), 12Tr(2'-O), 1(10-0) 88-0 177'6 Pc Pv Route 12 ..... , © M.E.P.CAD, Inc. 4AutoSPRlNK 2018 04.4.5.0 7/25/2023 7:05:25PM Page 8 1111Hydraulic Analysis - Job Number: 22-3636-02 - LV2 UNIT Report Description: Light Hazard (RA-3) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length CM 2.0030 2.08 0.21 150 0.000056 134-11 Pf 0.018 715 29-8 14.385 1(10-0) 190-0 Pe 719 29'8 14.403 2T(10-0), 14Tr(2'-O), 12E(11'-O) 32411 Pv =. ..... Route 13 ..... CM 2.0030 0.88 0.09 150 0.000011 0-10 Pf 0.000 306 19-4 39.56 18.363 Flow (q) from Route 1 2-0 Pe 464 19'4 18.363 Tr(2'-O) 2-10 Pv lEquivalent Pipe Lengths of Valves and Fittings (C=120 only) C Value Multiplier Actual Inside Diameter 4.87 Value Of C 100 130 140 150 ( Schedule 40 Steel Pipe Inside Diameter ) = Factor Multiplying Factor 0.713 1.16 1.33 1.51 Pipe Type Legend Units Legend - Fittings Legend AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain Discharge Di gpm BalV Ball Valve DR Drop BFP Backflow Preventer DY Dynamic Velocity fps BV Butterfly Valve FM Feed Main Pressure psi C Cross Flow Turn 90° FR Feed Riser Length Foot cplg Coupling MS Miscellaneous Friction Loss psi/Foot Cr Cross Run OR Outrigger HWC Hazen-Williams Constant CV Check Valve RN Riser Nipple Pt Total pressure at a point n a i . DelV Deluge Valve SP Sprig DPV Dry Pipe Valve ST Stand Pipe Pn Normal pressure at a point in a pipe E 90° Elbow UG Underground Pf Pressure loss due to friction between points EE 450 Elbow Pe Pressure due to elevation difference between indicated Eel 11Y° Elbow points Ee2 22W Elbow Pv Velocity pressure at a point in a pipe f Flow Device fd Flex Drop FDC Fire Department Connection fE 900 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 LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve P0 Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap , © M.E.P.CAD, Inc. AutoSPRlNK 2018 04.4.5.0 7/25/2023 7:05:25PM Page 9 IlliCheck Point Gauge Data Job Number: 22-3636-02 - LV2 UNIT Report Description: Light Hazard (RA-3) Gauge Pressure(psi) K-Factor(K) Flow(gpm) Inlet Static Pressure(psi) Elevation(Foot) BOR 28.683 11.38 60.95 58.483 0-6 1, © M.E.P.CAD, Inc. do AutoSPRINK 2018 04.4.5.0 7/25/2023 7:05:26PM Page 10 11 IRiser Tag Job Villa 67 @ Hilton Marbrisa Resort 1585 Marbrisa Circle Carlsbad, Ca 92008 Design Basis Occupancy: Total Sprinklers: Number Of Sprinklers Calculated: K-Factor: Orifice Size: Design Density: Average Density: Area of Application: Demand At Base Of Riser (BOR) Total Demand Flow(gpm): Pressure(psi): Job Number: 22-3636-02 - LV2 UNIT Light Hazard 267 3 nj 0.100gpm/ft2 0.136gpm/ft2 1500.00ft2 (Actual 447.92ft2) 60.95 Water Supply Information At Time Of Design Static Pressure(psi): 64.000 Residual Pressure(psi): 32.000 Supply Flow(gpm): 3750.00 Total Demand Flow(gpm): 160.95 Total Demand Pressure(psi): 34.578 ,© M.E.P.CAD, Inc. iJAutoSPRINK 2018 04.4.5.0 7/25/2023 7:05:27PM Page 11 1111, Hydraulic Overview Job Number: 22-3636-02 - LV2 CORRIDOR Renort Descrintion: Liaht Hazard (RA-4 Job Job Number 22-3636-02 000ign Engineer JASON NICHOL Job Moore: Villa 67 @ Hilton Marbrisa Resort Phone 858-513-4949 FAX Address I 1585 Marbrisa Circle State CorthlcotiorALioonno Number C-16-588039 Mdr000 2 Carlsbad, Ca 92008 AHJ Carlsbad Fire Dept MdrooO 3 Job Sit&Hoilding Villa 67 System Density Area olApphootion 0.l00gpm/ft2 1500.00ft2 (Actual 688.34ft°) Most Demanding Sprinkler Data Hone Slnoomb 5.6 K-Factor 22.50 at 16.143 100.00 Cononege Per Sprinkler Ho,nbo, Cr Spdnklere Calculated 225.00ft2 7 Snorer, 000neuro Demand Oyster, Pie,, Oemand 54.951 172.31 Total Demand 272.31 @ 54.951 Preeoore Result +8.799(13 . 8%) Supplies Check Point Gauges Node Name Flow(pi)m) Hose Flow(aom) Static(psi) Residual(si) Identifier Pressure(psi) K-Factor(K) Flow(ppm) 1 Water Supply 3750.00 100.00 64.000 32.000 BOR 47.521 25 172.31 22-3636-0247.cad Water Supply at Node 1(3750.00, 100.00, 64.000, 32.000) - 90 80 70 ure r73 64.000 . 60 4.951 50 in hose streams 12 40 000 : ____ 11111 ' Il.IJ.' .1.Ll.l.LJ' I.L.L.LI' 'j•j•j•j•j_j_I 11111 111111111 liii 11111 6750 7500 Q50300037504500 5250 6000 Water flow, gpm , © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 7/25/2023 7:05:57PM Page 1 1111 Hydraulic Summary Job Number: 22-3636-02 - LV2 CORRIDOR ReDort DescriDtion: Liaht Hazard (RA-4 Job Job Number 22-3636-02 Design Engineer JASON NICHOL Job NeRd Villa 67 @ Hilton Marbrisa Resort State C000edice000 Number C-16-588039 Address I 1585 Marbrisa Circle Al1J Carlsbad Fire Dept Address 2 Carlsbad, Ca 92008 Job Site/Building Villa 67 Address 3 Drawing Nam 22-3636-02_47.cad System Remote Area(s) Most oomandlng Sprinkler Data 5.6 K-Factor 22.50 at 16.143 occupancy Light Hazard Job Suffix LV2 CORRIDOR Hose uuoeca,rce At Satires 100.00 Density 0.100gpm/ft2 Area of Application 1500.00ft2 (Actual 688.34fta) AdditIonal lose Supplies Node Flow(oøm) Number Of Spttnklans Calculated 7 Cooarxge Per Sprinkler 225.00ft2 AutoPeak R000lto: Pressure For Remote Alcoa(s) Adjacent To Most Remote Area Total Hose Streams 100.00 System Flow Demand 172.31 Total Water Required (Including Hose Allowance) 272.31 Maohnumn Pressure Unbalance In Loops 0.000 Moelmunr Velocity Above Ground 17.54 between nodes 10 and 11 Mao/mum Velocity Under Ground 3.93 between nodes 42 and 41 Volume capacity of Wet Pipes 16091 .39ga1 Volume capacity of Dry Pipes Supplies Node Name Hose Flow (gpm) Static (psi) Residual (psi) Flow @ (gpm) Available (psi) Total Demand @ (gpm) Required (psi) Safety Margin (psi) 1 Water Supply 100.00 64.000 32.000 3750.00 63.750 272.31 54.951 8.799 Contractor Contractor Number Contact Name Contact Vile Name of Contracfor Phone Extension Address 1 t FAX Address 2 E.nmoil Address 3 Web-Site © M.E.P.CAD, Inc. AutoSPRlNK 2018 v14.4.5.0 7/25/2023 7:05:59PM Page 2 1111 HydrauIic Graph Job Number: 22-3636-02 - LV2 CORRIDOR Psunn.f 1;,,k+ U.r.-a4 IDA..A Water Supply at Node I 100-: 90 80— 70--- Static Pressure 64.000 60 172.31 @54.951 272.31 with hose streams 50-- 40--- - demand curve 3750.00 c 32.000 31 stem 30 ::________ 10—----- 0— jjjflj 111111111 111111111 IIIIIlII III 11111 I I I 11111 I I I I I I I I I I I 0750 1500 2250 3000 3750 4500 5250 6000 6750 7500 Water flow, gpm adD Graph Water Supply at Node I State: Pressure 64.000 - Residual: Pressure 32.000 @ 3750.00 Available Pressure at lime of Test 63.750 @ 272.31 Syatar. Demand 54.951 @ 172.31 System Dsrrrara lrdudlrs Floss pJstraarcsatevu,ea) 54.951 @272.31 ,©M.E.P.CAD, Inc. til AutoSPRlNK2018v14.4.5.0 7/25/2023 7:06:01PM Page 3 W IHydraulic Graph Job Number: 22-3636-02 - LV2 CORRIDOR Rsnnrt fleure.rrinti,in I inht I-Ire,'usrd IPA-A) BOR 100- 90-: 70— Static Pressure 64.000 60— U) CL TM 0 272.31 with hose streams 40— 750.00 c 32.000 30 3 em demand curve 20 10 -. •Wllfl HIHHI I 111111 II I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 0150 1500 2250 3000 3750 4500 5250 6000 6750 7500 Water flow, gpm Hydrauhu Graph BOR Static Pressure N/A Residual: Pressure N/A Available Pressure at lyrso or lest N/A Sval.rr Gerard 47.521 @ 172.31 Syatem Derrrar.d hlrviudirs rrosavJlorearc. at soureal 47.521 @ N/A ,,©M.E.P.CAD, Inc. Pjl AutoSPRINK2016v14.4.5.0 7/25/2023 7:06:01PM Page 1111 Summary Of Outfiowing Devices Job Number: 22-3636-02 - LV2 CORRIDOR Reoort Descriotion: Liaht Hazard (RA-4 Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Sprinkler 902 25.71 22.50 5.6 21.070 Sprinkler 905 24.53 22.50 5.6 19.188 Sprinkler 907 23.51 22.50 5.6 17.623 c Sprinkler 908 22.50 22.50 5.6 16.143 Sprinkler 909 25.30 22.50 5.6 20.414 Sprinkler 910 25.54 22.50 5.6 20.801 c Most Demanding Sprinkler Data , © M.E.P.CAD, Inc. dfflAutoSPRINK 2018 04.4.5.0 7/25/2023 7:06:07PM Page 5 1111 Node Analysis Job Number: 22-3636-02 - LV2 CORRIDOR Rnort Deacrintion: Light Hazard (RA-4 Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) - 1 4-0 S 54.951 172.31 902 18-3 Spr(-21.070) 21.070 25.71 905 18-3 Spr(-19.188) 19.188 24.53 907 18-3 Spr(-17.623) 17.623 23.51 908 18-3 Spr(-16.143) 16.143 22.50 909 18-4 Spr(-20.414) 20.414 25.30 910 18-4 Spr(-20.801) 20.801 25.54 912 18-3 Spr(-20.282) 20.282 25.22 2 4-0 T(46-21/.) 54.902 3 4-0 LtE(14'-2) 54.832 4 4-0 LtE(11-6V2) 51.453 8 0-6 47.521 9 9-4 fE(6-2) 43.445 10 9-4 41.636 11 9-4 T(1 0'-O) 36.245 38 4-0 50.841 41 0-6 BOR 47.521 42 -3-0 50.823 401 9-4 1(10-0) 34.986 402 9-4 34.024 403 19-4 T(1 0'-O) 28.727 404 19-4 28.604 464 19-4 T(6-0), Tr(2-0) 25.708 479 19-4 T(10-0) 24.726 501 9-4 T(10-0) 32.485 502 9-4 32.239 503 19-4 1(10-0) 27.658 504 19-4 27.781 710 29-8 Tr(2-0), 1(10-0) 23.761 711 29-8 1(10-0), 11(2-0) 23.811 712 29-8 1(10-0) 23.738 713 29-8 C(10'-O) 23.710 715 29-8 1(10-0) 23.744 716 29-8 1(10-0), Tr(2'-O) 23.822 717 29-8 C(10'-O), Tr(2-0) 23.850 719 29-8 1(10-0), Tr(2'-O) 23.815 901 19-4 1(5-0) 21.259 903 19-4 C(6'-O), Tr(2-0) 21.802 904 19-4 1(5-0), Tr(1'-O) 19.322 906 19-4 1(5-0), Tr(1-0) 17.711 911 18-10 1(5-0), Tr(1-0) 22.318 913 19-4 1(5-0) 21.720 , © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 7/25/2023 7:06:08PM Page 6 111 1 Hydraulic Analysis Job Number: 22-3636-02 - LV2 CORRIDOR Rnnrt Bpsirintinn I inht F-I,'rd (RA-4 Pipe Type Diameter Flow Velocity HWC Friction Loss Length - Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary - Routel ..... DR 1.1010 22.50 7.58 150 0.084606 16-1 Pf 2.038 908 906 18-3 19'4 22.50 5.6 16.143 17.711 Sprinkler, E(7'-0), Tr(1'-0) 8-0 24'1 Pe Pv -0.470 BL 1.3940 46.01 9.67 150 0.100707 15-0 Pt 1.611 906 904 19-4 19'4 23.51 17.711 19.322 Flow (q) from Route 2 Tr(1'-0) 1-0 16'0 Pe Pv BL 1.3940 70.54 14.83 150 0.222025 5-2 Pt 2.479 904 903 19-4 19-4 24.53 19.322 21.802 Flow (q) from Route 3 c(6-o) 6-0 11-2 Pe Pv CM 2.0030 121.46 12.37 150 0.103851 18-2 Pt 2.924 903 479 19-4 19-4 25.22 + 25.71 21.802 24.726 Flow (q)from Route 4 and 7 T(1 0'-O) 10-0 28-2 Pe Pv CM 2.0030 78.27 7.97 150 0.046059 48-101/2 Pf 4.001 479 403 19-4 19'4 24.726 28.727 9Tr(2'-O), 21(10-0) 38-0 8610h/2 Pe Pv FR 2.0030 116.56 11.87 150 0.096225 10-0 Pt 0.962 403 402 19-4 9-4 38.29 28.727 34.024 Flow (q) from Route 8 10-0 Pe Pv 4.335 2.0030 116.56 11.87 150 0.096225 0-0 Pt 0.962 402 401 9-4 9-4 34.024 34.986 T(1 0'-O) 10-0 10'-0 Pe Pv FR 2.0030 116.56 11.87 150 0.096225 3-1 Pf 1.259 401 11 9-4 9-4 34.986 36.245 T(1 0'-O) 10-0 13-1 Pe Pv FR 2.0030 172.31 17.54 150 0.198308 23-2 Pt 5.391 11 10 9-4 9'4 55.75 36.245 41.636 Flow (q) from Route 5 2Tr(2'-O) 4-0 272 Pe Pv BL 2.1570 172.31 15.13 120 0.208910 2-6 Pt 1.808 10 9 9-4 9-4 41.636 43.445 fE(6'-2) 6-2 8-8 Pe Pv FR 3.2600 172.31 6.62 120 0.027954 8-10 Pf 0.247 9 8 9-4 0-6 43.445 47.521 8-10 Pe Pv 3.829 4.2300 172.31 3.93 150 0.005203 0,-0 Pf 0.000 8 41 0-6 0-6 47.521 47.521 BOR 0,-0 Pe Pv 0.000 UG 4.2300 172.31 3.93 150 0.005203 212'-3'/ Pt 1.784 41 42 0-6 -3-0 47.521 50.823 5LtE(11'-61/2), E(19'-21/2), EE(7'-8 ), CV(42'-3), PlV(3'-10) 130-7% 342-11 Pe Pv 1.517 UG 6.0900 172.31 1.90 150 0.000882 21-0 Pt 0.019 42 38 -3-0 4-0 50.823 50.841 21-0 Pe Pv UG 4.2300 172.31 3.93 150 0.005203 59-111/2 Pt 0.612 38 4 4-0 -3-0 50.841 51.453 EE(7'-8), 2E(19'-2Y2), LtE(11'-6% 57-71/2 117-7 Pe Pv UG 6.2800 172.31 1.78 140 0.000863 10-0 Pt 3.379 4 3 4-0 4-0 51.453 54.832 3LtE(14'-2), BFP(-3.333) 42-6% 52-6% Pe Pv -0.000 UG 6.0900 172.31 1.90 150 0.000882 17-10 Pt 0.070 3 2 4-0 -3-0 54.832 54.902 EE(10'-91/2), GV(4-71/.), 1(46-2 1/2) 61-71/2 79-5% Pe Pv 0.000 UG 11.6500 172.31 0.52 150 0.000037 928-8 Pt 0.050 2 1 4-0 4-0 54.902 54.951 10EE(17'-5), 3GV(8'-01/2), 2T(80' -51/2), E(36'-2%), S 395'-6 1324-2% Pe Pv 100.00 Hose Allowance At Source 1 272.31 =......Route2 ..... DR 1.1010 23.51 7.92 150 0.091755 1,-i Pt . 0.558 907 906 18-3 19-4 23.51 5.6 17.623 17.711 Sprinkler, 1(5-0) 5,-a 6-1 Pc Pv -0.470 Route ..... [!~ , © M.E.P.CAD, Inc. AutoSPRINK 2018 04.4.5.0 7/25/2023 7:06:09PM Page 7 1111 Hydraulic Analysis Job Number: 22-3636-02 - LV2 CORRIDOR Reoort Descriotion: Liaht Hazard (RA-4) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary DR 1.1010 24.53 8.27 150 0.099270 1,-1 Pt 0.604 905 904 18-3 19-4 24.53 5.6 19.188 19.322 Sprinkler, T(5'-O) 5-0 6-1 Pe Pv -0.470 =. ..... Route 4 ..... DR 1.1010 25.22 8.50 150 0.104496 6-3 Pf 1.907 912 913 18-3 19-4 25.22 5.6 20.282 21.720 Sprinkler, E(7'-0), T(5-0) 12-0 18-3 Pe Pv -0.470 CM 2.0030 25.22 2.57 150 0.005668 10-5 Pt 0.082 913 903 19-4 19-4 21.720 21.802 2Tr(2'-O) 4-0 14'-5 Pe Pv Route ..... DR 1.1010 25.30 8.53 150 0.105124 5-3 Pt 2.129 909 911 18-4 18'10 25.30 5.6 20.414 22.318 Sprinkler, 2E(7-0), Tr(1'-0) 16-0 20'3 Pe Pv -0.226 BL 1.3940 50.84 10.69 150 0.121151 14-9 Pt 3.607 911 464 18-10 191 4 25.54 22.318 25.708 Flow (q) from Route 6 Tr(1'-0), E(8'-O), T(6'-O) 15-0 29'-9 Pc Pv -0.217 CM 2.0030 94.04 9.57 150 0.064684 8'-2 Pt 1.950 464 503 19-4 19'4 43.20 25.708 27.658 Flow (q) from Route 17 Tr(2-0), 2T(10'-O) 22-0 30'2 Pc Pv FR 2.0030 55.75 5.68 150 0.024587 10,-0 Pt 0.246 503 502 19-4 9-4 27.658 32.239 10,-0 Pc Pv 4.335 2.0030 55.75 5.68 150 0.024587 0,-0 Pt 0.246 502 501 9-4 9-4 32.239 32.485 T(1 0'-O) 10,-0 10,-0 Pc Pv -0.000 FR 2.0030 55.75 5.68 150 0.024587 103-11% Pt 3.761 501 11 9-4 9'-4 32.485 36.245 19Tr(2'-O), cplg(1'-O), T(10'-O) 49-0 152'11% Pc Pv Route ..... DR 1.1010 25.54 8.61 150 0.106963 4-31/. Pt 1.743 910 911 18-4 18-10 25.54 5.6 20.801 22.318 Sprinkler, E(7'-0), T(5'-O) 12-0 16-3% Pc Pv -0.226 =. ..... Route 7 ..... DR 1.1010 25.71 8.66 150 0.108243 1,-1 Pt 0.658 902 901 18-3 19-4 25.71 5.6 21.070 21.259 Sprinkler, T(5-0) 5-0 6-1 Pe Pv -0.470 BL 1.3940 25.71 5.40 150 0.034304 9-10 Pt 0.543 901 903 194 194 21.259 21.802 C(6'-O) 6-0 15-10 Pc Pv Route ..... 2.0030 38.29 3.90 150 0.012271 0,-0 Pt 0.123 503 504 19-4 19-4 27.658 27.781 T(10'-O) 10,-0 10,-0 Pc Pv 0.000 FR 2.0030 38.29 3.90 150 0.012271 124 Pt 0.409 504 713 194 29-8 27.781 23.710 E(11'-O), C(1 0'-a) 21-0 33-4 Pc Pv -4.480 CM 2.0030 12.70 1.29 150 0.001594 18-1% Pf 0.051 713 710 29-8 29'8 23.710 23.761 C(1 0'-O) 2Tr(2'-O) 14-0 32'11/2 Pc Pv CM 2.0030 7.70 0.78 150 0.000632 67-10 Pt 0.050 710 711 29'-8 29'-8 23.761 23.811 Tr(2'-O) 5Tr(2'-O) 12-0 79'- 10 Re Pv CM 2.0030 12.70 1.29 150 0.001594 18-0% Pt 0.038 711 717 29'-8 298 5.00 23.811 23.850 Flow (q) from Route 15 3Tr(2'-O) 6-0 24-0% Pc Pv FM 2.0030 38.29 3.90 150 0.012271 11-4% Pt 0.274 717 404 29-8 194 14.18 + 11.40 23.850 28.604 Flow (q)from Route 9 and 10 E(11'-O) 11,-a 22'41/z Pc Pv 4.480 2.0030 38.29 3.90 150 0.012271 0,-0 Pt 0.123 404 403 19-4 194 28.604 28.727 . T(1 0'-O) 10,-0 10,-0 Pc Pv =...... Route 9 ..... CM 2.0030 14.18 1.44 150 0.001954 4-41/2 1 Pt 0.028 716 717 29-8 29-8 7.54+6.65 23.822 23.850 Flow (q) from Route 11 and 12 C(10'-O) 10-0 144% Pc Pv Route 10 ..... , © M.E.P.CAD, Inc. Jll AutoSPRINK 2018 v14.4.5.0 7/25/2023 7:06:09PM Page 8 ~jjjjHydraulic Analysis Job Number: 22-3636-02 - LV2 CORRIDOR Reoort Descriotion: Liaht Hazard (RA-4' Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary CM 2.0030 11.40 1.16 150 0.001305 14-5 Pf 0.034 719 717 29-8 298 7.06 +4.34 23.815 23.850 Flow (q) from Route 14 and 16 Tr(2'-O), C(10'-O) 12-0 265 Pe Pv =. ..... Route ll ..... CM 2.0030 7.54 0.77 150 0.000607 104-0 Pt 0.084 712 716 29-8 29'8 14.18 23.738 23.822 Flow (q) from Route 13 12Tr(2'-O), T(10'-O) 34-0 138'0 Pe Pv Route 12 ..... CM 2.0030 6.65 0.68 150 0.000481 118-2 1 Pt 0.084 712 716 29-8 29-8 14.18 23.738 23.822 T(10'-O), Flow (q) from Route 13 13Tr(2-0), 2T(10-0) 56-0 1742 Pe PV Route 13 ..... CM 2.0030 14.18 1.44 150 0.001954 4'-41A Pt 0.028 713 712 29-8 29-8 12.70 23.710 23.738 Flow (q) from Route 8 T(1 0'-O) 10-0 1441Y2 Pe Pv Route 14 ..... CM 2.0030 11.40 1.16 150 0.001305 14-5 Pt 0.034 713 715 29-8 298 12.70 23.710 23.744 Flow (q) from Route 8 Tr(2'-O), T(1 0'-O) 12-0 26'5 Pe Pv CM 2.0030 7.06 0.72 150 0.000538 104-0 Pt 0.071 715 719 29-8 298 23.744 23.815 9Tr(2-0), T(10-0) 28-0 132-0 Pe Pv Route 15 ..... CM 2.0030 5.00 0.51 150 0.000284 89-6 Pt 0.050 710 711 29-8 29'8 23.761 23.811 T(10-0) 4E(11-0), 12Tr(2'-O), T(10-0) 88-0 1776 Pe Pv Route 16 ..... CM 2.0030 4.34 0.44 150 0.000219 134-11 Pt 0.071 715 719 29-8 29'8 23.744 23.815 T(10-0) 2T(10-0), 14Tr(2-0), 12E(11'-0) 190-0 32411 Pe Pv Route 17 ..... CM 2.0030 43.20 4.40 150 0.015337 51-0 Pt 0.982 479 464 19-4 194 78.27 24.726 25.708 Flow (q) from Route 1 6Tr(2-0), cplg(1'-O) 13-0 64'O Pc Pv I Equivalent Pipe Lengths of Valves and Fittings (C=120 only) Actual Inside Diameter ( Schedule 40 Steel Pipe Inside Diameter k 487 ) = Factor C Value Multiplier Value Of C 100 130 140 Multiplying Factor 0.713 1.16 1.33 150 1.51 f, © M.E.P.CAD, Inc. AutoSPRlNK 2018 04.4.5.0 7/25/2023 7:06:09PM Page 9 IHydraulic Analysis Job Number: 22-3636-02 - LV2 CORRIDOR epon L.Jescription: Llgflt t-lazaro (KA-4) Pipe Type Diameter Flow Velocity HWC Friction Loss I Length IPressure Downstream Elevation Discharge K-Factor Pt Pn Fittings I Eq. Length Summary Upstream I Total Length Pipe Type Legend Units Legend Fittings Legend AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain Discharge gpm BalV Ball Valve DR Drop BFP Backflow Preventer DY Dynamic Velocity fps BV Butterfly Valve FM Feed Main Pressure psi C Cross Flow Turn 90° FR Feed Riser Length Foot cplg Coupling MS Miscellaneous Friction Loss psi/Foot Cr Cross Run OR Outrigger HWC Hazen-Williams Constant CV Check Valve RN Riser Nipple Pt Total pressure at a point in a pipe DelV Deluge Valve SP Sprig DPV Dry Pipe Valve ST Stand Pipe Pn Normal pressure at a point in a pipe E 90° Elbow UG Underground Pf Pressure loss due to friction between points EE 45° Elbow Pe Pressure due to elevation difference between indicated Eel 11W Elbow points Ee2 221/.* Elbow Pv Velocity pressure at a point in a pipe 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 LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV 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 , © M.E.P.CAD, Inc. ijAutoSPRlNK 2018 04.4.5.0 7/25/2023 7:06:09PM Page 10 NI Check _Point Gauge Data - Job Number: 22-3636-02 - LV2 CORRIDOR Report Description: Light Hazard (RA-4) Gauge Pressure(psi) K-Factor(K) Flow(gpm) Inlet Static Pressure(psi) Elevation(Foot) BOR 47.521 25 172.31 58.483 0-6 (,©M.E.P.CAD, Inc. AutoSPRlNK2018v14.4.5.O 7/25/2023 7:06:10PM Page 11 AN IRiser Tag I Job Number: 22-3636-02 - LV2 CORRIDOR I Job Villa 67 @ Hilton Marbrisa Resort 1585 Marbrisa Circle Carlsbad, Ca 92008 Design Basis Occupancy: Total Sprinklers: Number Of Sprinklers Calculated: K-Factor: Orifice Size: Design Density: Average Density: Area of Application: Demand At Base Of Riser (BOR) Total Demand Flow(gpm): Pressure(psi): Light Hazard 267 7 5.6 [I] 0.loogpm/ft2 0.250gpm/ft2 1500 .00ft (Actual 688.34ft2) 172.31 47.521 Water Supply Information At Time Of Design Static Pressure(psi): 64.000 Residual Pressure(psi): 32.000 Supply Flow(gpm): 3750.00 Total Demand Flow(gpm): 272.31 Total Demand Pressure(psi): 54.951 , © M.E.P.CAD, Inc. ~flj AutoSPRINK 2018 v14.4.5.0 7/25/2023 7:06:11PM Page 12