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Home My WebLink About6949 EL CAMINO REAL; ; AS1301379/19/24, 2:38 PM AS130137 Permit Data City of Carlsbad Sprinkler Permit 6949 EL CAMINO Job Address: REAL Permit Type: SPRINK Parcel No: 2150507500 Lot #: 0 Reference No.: Permit No: AS130137 Status: APPROVED Applied 8/13/2013 Approved: 8/17/2013 Issued: 8/17/2013 PC #: Inspector: Project Title: PLAZA PASEO REAL DEMO EXISTING SINGLE DETECTOR CHECK VALVE & GATE VALVE. REPLACE W/ NEW DCDA BACKFLOW. DEMO EXISTING 2 1/2" RISER & REPLACE W/ 4" RISER! INSTALL ADDITIONAL MAIN TO PROVIDE WATER TO CALCULATED AREA. Applicant: COSCO FIRE PROTECTION 10695 TREENA ST SAN DIEGO, CA 858-444-2000 Owner: THE VONS COMPANIES INC PLAZA PASEO REAL ASS C/O MADISON MARQUETTE 2001 PENNSYLVANIA NW 10TH FLOOR WASHINGTON DC Fees ($) Add'I Fees ($) Total ($) Balance ($) 495 0 495 0 about:blank 1/1 Carlsbad Fire Department Plan Review Requirements Category: SPRINK, UNDGD Date of Report: 08-17-2013 Reviewed by: Name: COSCO FIRE PROTECTION Address: 10695 TREENA ST SAN DIEGO, CA 92131 Permit #: AS130137 Job Name: PLAZA PASEO REAL Job Address: 6949 EL CAM INO REAL CBAD Please review carefully all comments attached. Conditions: CITY OF CARLSBAD FIRE DEPARTMENT - APPROVED: THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUANCE OF BUILDING PERMIT. THIS APPROVAL IS SUBJECT TO FIELD INSPECTION AND REQUIRED TEST, NOTATIONS HEREON, CONDITIONS IN CORRESPONDENCE AND CONFORMANCE WITH ALL APPLICABLE REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE THE VIOLATION OF ANY LAW. Entry: 08/17/2013 By: GR Action: AP SEE NOTE AND STANDARDS ATTACHED TO PLANS All of the notes listed in the GENERAL REQUIREMENTS section shall be placed, verbatim, on the plan under the heading "FIRE NOTES." Include notes from the other sections as applicable to the project. INSTALLATION OF UNDERGROUND PIPING FOR HYDRANTS & SPRINKLER SUPPLY LINES In accordance with the provisions of 2007 California Fire Code (CFC), 2007 California Building Code (CBC), 2007 National Fire Protection Association (NFPA) 24, 2010 NFPA 13, 2010 NFPA 13R, and locally adopted amendments to these codes (Carlsbad Municipal Code Title 17). This guideline is applicable to all underground piping for hydrants and/or sprinkler supply lines within the jurisdiction of Carlsbad Fire Department (CFD). This guideline is not applicable to underground piping serving fire sprinkler systems designed in accordance with 2010 NFPA 13D and some systems designed in accordance with 2010 NFPA 13R. General Plans for all underground piping for hydrants and/or sprinkler supply line(s) shall be submitted to CFD for review and approval prior to installation. Provide a minimum of three copies of the plans. Note: Some Water Departments within the CFD's jurisdiction require additional sets. Verify plan submittal requirements with the Water Department prior to submitting. Plans shall be legible, scaled to nationally recognized standards, and printed as a blue- or black-line drawing. The CFD does not accept either pen and ink plans or pen & ink changes to blue-line plans. A current (within six months), completed Water Availability form shall accompany plans. 1. Information to be provided on the title page Applicable codes and standards used for the system design (e.g., 2010 CFC, 2010 CBC, 2010 NFPA 24, etc.). Project location, including the full legal address of the facility, and building number(s) if applicable; tract or parcel number. The contractor's name, telephone number, address, and California State contractor's license number and classification. Contractors must possess an, C16, C34, or C36 license or be a registered professional engineer (RPE). Note: lithe piping plan is designed by an RPE, the plan shall contain the name, license number, and classification of the installing contractor, along with the RPE wet stamp. If this information is not available at the time the plans are submitted, proof of compliance with this requirement must be provided to the CFD at time of inspection. CFD underground notes, verbatim. See page 4 of this guideline. 2. Additional Required Information A. Location of public mains. B. Location of all public hydrants within 300 feet of the project site. C. Location of all valves. Specify the type for each (e.g., post indicator valve (Ply), key gate valve, system control valve, double detector check (DCDA), outside stem and yoke (OS&Y), etc.). D. PIV's or other approved indicating valves, shall be located a minimum of 40 feet from the building served. Where it is impractical to locate control valve(s) 40 feet from the building served, they may be permitted to be located closer utilizing one of the following methods: Approved wall mount indicating valves, provided they are located on blank walls (i.e., no openings within 15 feet on either side of the valve and no openings above, clear to the roof). Approved indicating valves may be placed in valve rooms accessible only from the exterior. An approved sign shall be provided for the door. Approved indicating valves may be placed on exterior risers provided they are located on blank walls (i.e., no openings within 15 feet on either side of the valve and no openings above, clear to the roof). E. Pipe size, class, and type; specify lined or unlined, if applicable. F. Thrust block locations, or specify the means of restraint as approved by City Engineering and Fire Inspectors in accordance with NFPA and AWWA Standards. G. Location of the fire department connection (FDC). FDCs shall be on the address side of building and located immediately adjacent to the approved fire department access road in a position allowing hose lines to be readily and conveniently attached. It is preferred that the FDC be a part of the backflow assembly. The fire department connection shall contain a minimum of two 2Y2" inlets. When the sprinkler density design is 500 GPM or greater (including the interior hose stream demand) or a standpipe system is included, four 23W' inlets shall be provided. 'H_FDCs shall be no more than 90 feet from a public hydrant. The FDC may be located within 90 feet of a hydrant, if the FDC is connected to the fire sprinkler system by a dedicated pipe that connects on the system side (i.e., downstream) of the backflow prevention device. The size of piping and the number of inlets shall be approved by the chief as provided for by 2010 NFPA 13, Section 6.8, and 2007 NFPA 24, Section 6.3.3.1. Fire department inlet connections shall -not be painted. Large service mains shall have post indicating type sectional control valves at appropriate points in order to permit isolation of the system in the event of a break or during repair or extension. Note: A large system is one with over five connections, including hydrants, to the main. At no time shall pipes pass through or under any bearing foundation or footing. All underground piping, fittings and fixtures shall terminate no more than twenty-four inches from any wall footing or structural member and shall rise on the exterior of the structure to be protected. A minimum of 2 inches clearance (interstitial space) shall be provided where the pipe passes through the wall. ALL FERRTEIX AND METALLIC UNPERGROuNO PIPE AND PIrrINAS SHALL BE PROTECTED P11TH COH1IMJOUS POLYETHELHNE SLEEVES AND COATED PER N.P,P.A. RESVIREMENTN. EXTERIOR MALL &ROOVES COUPLING SALVANIZEP/SROOVEP STEEL PIPE (FLEXIBLE - TYP) / P11TH OJPPORT STAMP AS R000REP 2 CLEAR AROSS PIPE - GROOVED qO ELL FLANST/AROOVS ADAPTER INTERIOR FINISHES FLOOR I I - - XLMO OUCTILE IRON TO ABOVE GRADE CONG. FOOTINS TO ELL PT! THRUT!T_/ BLOCK PER S.F P.A. 24 FIRE SERVICE PIPING SERVICE ENTRY NO SCALE PLACE THE FOLLOWING NOTES, VERBATIM, ON THE PLAN: Prior to installation, all required permits shall be obtained from the building and water department's having jurisdiction. INSPECTION REQUIREMENTS A. A minimum of three inspections are required for underground piping serving sprinkler systems and/or private hydrants: Pre-pour inspection; Hydrostatic testing; Flush inspection. Please schedule all inspections at least 48 hours in advance. Inspections canceled after 1 p.m. on the day before the scheduled date is subject to a re-inspection fee. Call CFD Inspection Scheduling at (760) 602-4660. B. Pre-pour inspection: Thrust block excavation shall be completed, but thrust blocks shall not be poured. All pipe shall be in place and exposed for visual inspection. Pipe shall be laid on a minimum six-inch bed of clean sand. Trench shall be of a sufficient depth to allow the required cover above pipe. Ferrous pipe and fittings shall be encased in polyethylene tubing (not wrapped) and tightly taped to inhibit water infiltration. Bolts and ferrous joints, pipe, and fittings shall be coated with asphaltic sealant or other corrosion retarding material. C. Hydro Testing: Thrust blocks shall be in place. Pipe shall be center-loaded with clean sand to prevent uplift. The system shall be hydrostatically tested at 200 psi (or 50 psi over maximum static pressure, whichever is greater) for a duration of at least two hours prior to the arrival of the CFD inspector. D. Flush inspection: All portions of the underground system shall be flushed to remove debris prior to connection to overhead piping. Flow shall be through a minimum of a four-inch hose or pipe, unless otherwise approved by the CFD inspector prior to scheduling the flush. Hose or pipe shall be restrained to prevent injury and damage. Discharged water shall be collected or diverted in accordance with applicable SWPPP/NPDES provisions. The local public works department, water district, and/or other applicable agency shall be notified of the scheduled flush by the contractor. The CFD flush and hydrostatic inspections may be scheduled concurrently. E. Upon flush inspection or prior to final sprinkler or site inspection, all detector check assemblies, control valves, and fire department connections (FDC) shall be clearly labeled with the address(es) served by the device. Address signs shall be securely attached to the device and be of a durable, fade- resistant material which is visible and legible from the fire lane. FDC and four-inch hydrant outlets shall be unobstructed and oriented toward the fire lane. Valves shall be locked in the open position with breakaway locks. All valves, backflow assemblies, and private hydrants shall be painted accordingly. Hydrant and FDC caps shall be in place. Installation, inspection, and testing shall conform to 2010 NFPA 13 and 2007 NFPA 24, and the appropriate documentation shall be provided to the CFD inspector at time of inspection. Fire hydrants shall be approved wet barrel style with a minimum of one 2 W' and one 4" outlet for residential and one 2 1/2 and two 4" outlets for all others. The 4" outlet shall face the fire department access road. All outlets shall be provided with National Standard Threads (NST). Fire hydrant supply piping shall be a minimum of six inches in diameter. The lowest operating nut shall be a minimum of 18" above grade and the hydrant flange shall be a minimum of 2" above grade. Fire hydrants shall be a minimum of 40 feet from all structures. A keyed gate valve shall be provided for each hydrant in an accessible location. Valves shall not be located in parking stalls. All pipe shall be approved for use in fire service systems (Class 150 minimum). Class 200 pipe shall be used where the pressure may exceed 150 PSI. All ferrous pipe and fittings (Ductile Iron or D.I.P.) including deflection couplings shall be protected with a loose 8-mil polyethylene encasement. The ends of the tube shall extend no less than 12-inches beyond the edge of the ductile iron fitting and any splices made for "T"s or other piping components shall be sealed with 2" tape, approved for underground use. All riser spools shall be cement-lined and mortar-coated (CLMC), no exceptions. A 12" bed of clean fill sand is required be provided below and above the pipe All bolts used for underground connections shall be stainless steel (316). . All bolted ioints shall be cleaned and thoroughly coated with asphalt or other corrosion retarding material after assembly and prior to poly-tube installation. Full flange gaskets shall be used, rubber gaskets are not permitted. A minimum of 30" of cover, from finish grade to the top of the pipe, shall be provided. When surface loads are expected, a minimum of 36" cover shall be provided. Thrust blocks, or other approved method of thrust restraint, shall be provided wherever pipe changes direction. The trench shall be excavated for thrust blocks and inspected prior to pour. All corrosion protection shall be in place. A hydrostatic test (200 psi for two hours or 50 psi over maximum static pressure, whichever is greater) shall be witnessed by an CFD Inspector. The trench shall be back-filled to prevent movement of the pipe. The system shall be thoroughly flushed before connection is made to overhead piping. Flow shall be through a minimum of a 4" hose or pipe unless otherwise approved by the CFD inspector. An CFD Inspector shall witness the flush. NOTE: - The flushing operation shall be of sufficient time to ensure thorough cleaning, THOSE SYSTEMS GREATER THAN 4 INCHES IN DIAMETER SHALL REQUIRE THE USE OF A SINGLE LARGE DIAMETER HOSE. All flushing shall be coordinated with the appropriate Water Authority and in accordance with the appropriate "Storm Water Protection" requirements of 'Regional Water Quality Control Board - San Diego Region's requirements for potable water discharges - Order No. R9-2010-0020. Private hydrants, sprinkler control valves, post indicating valves and FDC risers shall be painted OSHA red. All control valves shall be locked in the open position. Valves shall be monitored if they serve 20 or more sprinkler heads. If you have any questions regarding any information or our requirements, please contact this office at 760-602-4665. FIRE SPRINKLER SYSTEM BACKFLOW PREVENTION The City of Carlsbad Water Utilities Department requires Cross connection devices (backflow assembly) on all fire service systems. All backflow assembly valves serving fire systems shall conform to the following requirements: Valves shall be monitored by a central station when the system they serve is greater than 100 sprinklers. All valves shall be locked in the open position, even if serving less than 100 sprinklers. The entire backflow assembly (i.e. backflow assembly and all valves and trim) shall be listed or classified for fire service use. The Fire Department Connection (FDC) may be installed on the backflow assembly and the backflow assembly may be used in lieu of a post indicator valve when the following conditions are met: The valves shall be above ground and accessible to the Fire Department. If a chain link enclosure is erected around the backflow assembly then an access gate must be provided. If this gate is locked, it must be easily opened with bolt cutters. Valves shall have weather resistant tags that clearly identify them as sprinkler system control valves. The valves shall be located on the address side of the building, unless approval is obtained from Fire Prevention Division. The backflow assembly shall be located within 10 feet of the fire access roadway. The backflow assembly shall be no less than 40 feet from any structure. V A placard is provided on the assembly that clearly indicates which building it serves. The backflow assembly shall serve only one building unless approval is obtained from Fire Prevention Division. These requirements shall apply to all (including retrofits) backflow assemblies that are submitted for plan review after November 1, 2002. .000006. cosco .. S. S.. :s..: see 11 1 Fire Protection San Diego Branch Office 10695 Treena Street, Suite #105 San Diego, CA 92131 (858) 444-2000 fax: 444-2056 State License No: C-16-577621 www.coscoflre.com MATERIAL SUBMITTAL 011 HYDRAULIC CALCULATIONS Date: 7/16/2013 ' PLAZA PASEO REAL 6949 EL CAMINO REAL CASRLSBAD, CA. 92009 JOB# 1306-1134 Submitted By: HUGO A. All material submitted, maybe substituted by material of equal performance & design shall be deemed acceptable by purchaser. CITY OF CARLSBAD & FIRE DEPARTMENT APPROVED Subject to field inspection and required tests, notations hereon, conditions in correspondence and conformance with applicable regulations. The stamping of the 'pla44hall not be held to permit or aojp.yiolation of any law. Date'.LZ.. Los Angeles • San Francisco 0 Orange • Fresno • San Diego • December 4, 2009 Sprinkler ha MICROMATIC® AND MicromaticHP® STANDARD N41WNG RESPONSE PENDENT SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com DESCRIPTION Viking Micromatic® and MicromaticHP® Standard Response Pendent Sprinklers are small, thermosensitive, glass-bulb spray sprinklers available in several different fin- ishes, temperature ratings, and K-Factors to meet design requirements. The special Polyester and Teflon® coatings can be used in decorative applications where colors are desired. In addition, these coatings have been investigated for installation in corrosive atmospheres and are cULus listed as corrosion resistant as indicated in the Approval Chart. (Note: FM Global has no approval classification for Teflon® and Polyester coat- ings as corrosion resistant.) Viking standard response sprinklers may be ordered and/or used as open sprinklers (glass bulb and pip cap assembly removed) on deluge systems. Refer to Ordering Instructions on page llb. LISTINGS AND APPROVALS cULus Listed: Category VNIV FM Approved: Classes 2001, 2002, 2015, and 2017 NYC Approved: MEA 89-92-E, Volume 12 ABS Certified: Certificate 04-HS407984A-PDA VdS Approved: Certificate G4040096, G4040098, G4060058, G4060059, G4980001, G4980002, G4980005, and G4980007 LPC Approved: Ref. No. 096e/06 and 167a/04 CE Certified: Standard EN 12259-1, EC-certificate of conformity 0786-CPD-40141, 0786-CPD-40181, 0832-CPD-2001, and 0832-CPD-2003 MED Certified: Standard EN 12259-1, EC-certificate of conformity 0832-MED-1003 and 0832-MED-1008, and RINA Certificate No. ME0497705C5 NOTE: Other International approval certificates are available upon request. Refer to the Approval Charts on pages lId-f and Design Criteria on page 11 for cULus and FM approval requirements that must be followed. TECHNICAL DATA Specifications: Available since 1997. Minimum Operating Pressure: 7 psi (0.5 bar)t Viking Technical Data may be found on Maximum Working Pressure: Sprinklers VK023 and VK122 are rated for The Viking Corporation's Web site at use with water working pressures ranging from the minimum 7 psi http:/!www.vlkinggroupinc.com. (0.5 bar) up to 250 psi (17 bar) for high-pressure systems. High-pres- The Web site may Include a more recent sure (HP) sprinklers can be identified by locating "250" stamped on the deflector. All other Part Nos. not mentioned above are rated to a edition of this Technical Data Page. maximum 175 psi (12 bar) wwp. -Factory tested hydrostatically to 500 psi(34.5 bar) 14 Testtng: .u:S.A. PátentNo 4,831,870) Thread size: Refer to .the Approval Charts Nominal K-Factor. Refer to the Approval Charts Glass-bu16 fl id pera*0r®rafed to -65 °F (-55 'C) Overall Lhth: Refer to the Approval Charts tcULus Listing, FM Approval, and NFPA 13 instills require a minimum of 7 psi (0.5 bar). The minimum operating pressure for LPCB and CE Approvals ONLY is psi (O.35 bar) Material Standards Frame Casting: Brass UNS-C84400 . I Deflector: Phosphor Bronze UNS;C5l000tt or Copper UNS-C19500 for Sprinklers 10139, 10142, 10170, 10173, 10223, and 12105. Brass UNS-C26000 forall other Sprinklers. 10 Bushing (for Sprinklers 09994, 10189, 10221, and 10222): Brass UNS-C36000 E Form No. F_1003 If Replaces page ha-h, dated October 9, 2009. (Revised Pip Cap material for Sprinkler 10189). Sprinkler lib December 4, 2009 The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Bulb: Glass, nominal 5 mm diameter Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with Teflon Tape Screw: Brass UNS-C36000 Pip Cap for Sprinklers 09992, 09994, 10189, and 10221: Brass UNS-C31400 or UNS-C31600 Pip Cap and Insert Assembly for all other Sprinklers: Copper UNS-C11000 and Stainless Steel UNS-530400 Pip Cap Attachment (for Sprinklers 10142, 10223, and 10170): Brass UNS-C36000 Ejector Spring (for Sprinkler 12105): Stainless Steel For Teflon® Coated Sorinklers: Belleville Spring-Exposed, Screw-Nickel Plated, Pip Cap-Teflon® Coated For Polyester Coated Sprinklers; Belleville Spring-Exposed ffNot for FM Approval. Ordering Information: (Also refer to the current Viking price list.) Order Micromatic® and MicromaticHP® Standard Response Pendent Sprinklers by first adding the appropriate suffix for the sprin- kler finish and then the appropriate suffix for the temperature rating to the sprinkler base part number. Finish Suffix: Brass = A, Chrome-Enloy® = F, White Polyester = M-/W, Black Polyester = M-/B, Black Teflon® = N, Wax Coated = C, Wax Over Polyester = V-AN Temperature Suffix ("F/°C): 135°/57" =A, 155°/68° = B, 175°/790 = D, 2000/93° = E, 217/1000 = M, 286"/141° = G, 360°/182° H, 5000/260° = L, OPEN = Z (Teflon® only). For example, sprinkler VK102 with a 1/2" thread, Brass finish and a 155 °F/68 °C temperature rating = Part No. 101 39A Available Finishes And Temperature Ratings: Refer to Table I Accessories: (Also refer to the Sprinkler Accessories" section of the Viking data book.) Sprinkler Wrenches: Standard Wrench: Part No. 10896W/B (available since 2000). Wrench for Recessed Sprinklers: Part No. 12144W/B* (available since 2003) Wrench for Wax Coated Sprinklers: Part No. 13577W/B* (available since 2006) NOTE: RECESSED PENDENT SPRINKLERS WITH PROTECTIVE CAPS MUST USE WRENCH 12144W/B. *A W ratchet is required (not available from Viking). **Allows use from the floor by attaching a length of 1" diameter CPVC tubing to the tool. Ideal for sprinkler cabinets. Refer to Bulletin F_051808. Sprinkler Cabinets: Six-head capacity: Part No. 01724A (available since 197 1) Twelve-head capacity: Part No. 01725A (available since 1971) 4. INSTALLATION Refer to appropriate NFPA Installation Standards. OPERATION During fire conditions, the heat-sensitive liquid in the glass bulb expands, causing the glass to shatter, releasing the pip cap and sealing spring assembly. Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to extinguish or control the fire. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA25 for Inspection, Testing and Maintenance requirements. AVAILABILITY The Viking Micromatic® and MicromaticHP® Standard Response Pendent Sprinklers are available through a network of domestic and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly. Wrench Fla-t Protective Sprinkler Cap 9=M::= Figure 1: Standard Sprinkler Wrench 10896W/B p - Sprinkler Wrench 1144V/B®8E for installing coated and/or recessed pendent sprinklers ith protective caps. ®wA 1/2k ratchet is required (not available from Viking). Carefully slide the wrench sideways around the protective cap, ensuring engage- ment with the sprinkler wrench flats. December 4, 2009 Sprinkler lic MICROMATIC® AND J • MicromaticHP® STANDARD SsJ II(IIG l:II[u.7M RESPONSE PENDENT SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcsvikingcorp.com TABLE 1: AVAILABLE SPRINKLER TEMPERATURE RATINGS AND FINISHES Ordinary 135 OF (57 °C) 100 OF (38 °C) Orange Ordinary 155°F(68°C) 100°F(38°C) Red Intermediate 175 OF (79 °C) 150 OF (65 °C) Yellow Intermediate 200 OF (93 °C) 150 OF (65 °C) Green Intermediate 212 OF (100 °C) 150 OF (65 °C) Green High 286°F (141 °C) 225 °F (107 °C) Blue Extra High 360°F (182 °C) 300°F (149 °C) Mauve Ultra High' 500 °F (260 °C) 465 OF (240 °C) Black Sprinkler Finishes: Brass, Chrome-Enloy®, White Polyester, Black Polyester, and Black Teflon® Corrosion-Resistant Coatings4: White Polyester, Black Polyester, and Black Teflon® in all temperature ratings. Wax-Coated Brass and Wax over Polyester' for sprinklers with the following temperature ratings: 135 OF (57 °C) Off-White Wax 155 OF (68 °C) Lt. Brown Wax 175 OF (79 °C) Brown Wax 200 OF (93 °C) Brown Wax 212 OF (100 °C) Dk. Brown Wax8 286 OF (141 °C) Ok. Brown Wax8 Footnotes 1 The sprinkler temperature rating is stamped on the deflector. 2 Based on NFPA-13. Other limits may apply, depending on fire loading, sprinkler location, and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. Sprinklers of Ultra-High temperature rating are intended for use inside ovens, dryers, or similar enclosures with normal oper- ating temperatures above 300 OF (149 °C). Where the ambient temperature around the Ultra-High temperature rated sprinkler is significantly reduced below 300 OF (149 °C), response time may be severely retarded. The corrosion-resistant coatings have passed the standard corrosion test required by the approving agencies indicated on pages 11 d-e. These tests cannot and do not represent all possible corrosive environments. Prior to installation, verify through the end-user that the coatings are compatible with or suitable for the proposed environment. For automatic sprinklers, the coatings indicated are applied to the exposed exterior surfaces only. Note that the spring is exposed on sprinklers with Polyester and Teflon® coatings. For Teflon® coated open sprinklers only, the waterway is coated. Wax Over Polyester is unavailable for Sprinklers VK023 and VK122. 6 Wax melting point is 170 OF (76 °C) for 212 OF (100 °C) and 286 OF (141 °C) temperature rated sprinklers. C Sprinkler lid December 4, 2009 The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com I I I Sprinkler Thread Size Nominal Overall Length Listings and Approvals3 Base Part SIN K-Factor (Refer also to Design Criteria on page 119.) Number' NPT BSP U.S. metric2 Inches mm cULus4 FM NYC7 1 VdS LPCB ICE * Standard Orifice 10139 VK102 1/2" 15mm 1 5.6 1 80.J 2-3/16" 56 1, BI, D4, E6, F3 A2 C5, E6, F2 BI, 04, E6 B2 B2, D4 G212 G21415 1017311 VKIO2 -- 15 mm 1 5.6 1 80.6 1 2-3/16" 56 1 BI, 04, E6, F3 A2, C5 E6, F2 Bi, 04, E6 B2 B2, D4 - -- Large Orifice __________ 10223 VK202 1/2" 15 mm 80 115.2 2-3/8" 60 1 81, 04, E6, F3 B3, D5, F3 BI, 04, E6 82 -- - - 10142 VK202 3/4" 20 mm 80 115.2 2-5/16" 59 Bi, 04, E6, F3 B3, 05, F3 Bi, 04, E6 -- B2, D4 G312 G314 10170 VK202 -- 20 mm 80 115.2 2-3/8" 60 81, 04, E6 63, 05, F3 -- -- 82, 04 G312 G314 12105 VK202 3/4" 20 mm 8.0 115.2 2-3/16" 56 -- -- - 82 - B213 - Small Orifice9 022110 VK003 1/2" 15 mm 2.8 40.3J2-3/16" 56 BI, 04, E6 03, 05 -- -- - -- -- 1016910.11 VK003 15 mm 2.8 40.3 2-3/16" 56 BI, 04, E6 03, D5 -- -- -- - -- 1022210 VK004 1/2" 15 mm 4.2 60.5 2-1/4" 58 Bi, 04, E6 -- -- -- B2, 04 - -- 10175 VK004 - 10 mm 4.2 60.5 2-1/4" 58 - -- -- B2 B2, 04 G211 G21415 Approved Temperature Ratings A - 135'F(57-C), 155'F(68-C), 175'F(79 -C), 200-F(93-C), 212 OF (100 "C), Approved Finishes 286 OF (141 °C), and 360 OF (182 °C) B - 135 OF (57 °C), 155 OF (68 °C), 175 OF (79 "C), 200 OF (93 °C), 286 OF 1 - Brass, Chrome-Enloy0, White Polyester',', Black Polyester5'6, and Black Teflon®5 (141 °C), and 360 OF (182 °C) 2 - Brass, Chrome-Enloy®, White Polyester", and Black Polyester'C - 135 OF (57 °C), 155 OF (68 °C), 175 OF (79 °C), 200 OF (93 °C), and Brass and Chrome-Enloy® 212 °F (100 °C) Wax-Coated Brass and Wax Over Polyester' D - 135 OF (57 °C), 155 OF (68 °C), 175 OF (79 "C), and 200'F (93 °C) 5 - Wax-Coated Brass (corrosion resistant) E - 286 OF (141 °C) 6 - High Temperature 200 OF (93 °C) Wax Coating (corrosion resistant); maximum F - 500 OF (260 "C)8 ambient temperature allowed at ceiling = 150 OF (65 "C) G - 155 OF (68 °C), 175 OF (79 °C), 200 OF (93 °C), 286 OF (141 °C), and 360 °F_(182_°C) Footnotes 1 Base part number is shown. For complete part number, refer to Viking's current price schedule. 2Metric K-factor shown is for use when pressure is measured in bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. 3This table shows the listings and approvals available at the time of printing. Check with the manufacturer for any additional approvals. 4 Listed by Underwriters Laboratories Inc. for use in the U.S. and Canada. cULus Listed as corrosion resistant. 6 Other colors are available on request with the same Listings and Approvals as the standard colors. 7 Accepted for use, City of New York Department of Buildings, MEA Number 89-92-E, Vol. 12. Sprinklers of Ultra-High temperature rating are intended for use inside ovens, dryers, or similar enclosures with normal operating temperatures above 300 OF (149 °C). Where the ambient temperature around the Ultra-High temperature rated sprinkler is significantly reduced below 300 OF (149 °C), the response time of the Ultra-High temperature rated sprinkler may be severely retarded. 9Listings and Approvals limited to Light Hazard Occupancies where allowed by the installation standards being applied, with hydraulically calculated wet systems only. Exception: 4.2K sprinklers may be installed on hydraulically calculated dry pipe systems where piping is corrosion resistant or internally galvanized. 10The sprinkler orifice is bushed. Sprinklers 10173 and 10189 are available on special order. 12 Certified, Standard EN 12259-1, EC-certificate of conformity 0832-CPD-2001 and 0832-C P0-2003. 13 ( Certified, Standard EN 12259-1, EC-certificate of conformity 0786-CPD-40141 and 0786-CPD-40181. MED Certified, Standard EN 12259-1, EC-certificate of conformity 0832-MED-1003 and 0832-MED-1008. MED Certified, RINA Certificate No. ME0497705C5. December 4, 2009 Sprinkler lie MICROMATIC® AND MicromaticHP® STANDARD RESPONSE PENDENT SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com I I I I Sprinkler Thread Size Nominal Overall Listings and Approvals3 Base Part SIN K-Factor J Length (Refer also to Design Criteria on page 11g.) Number' NPTJ BSP U.S. metric2l Inches mm cULus4 FM I NYC' VdS LPCB I (E'2 Installed with the Viking Micromatic® Model E-1 or E.2 Recessed Escutcheon 10139 VK102 1/2" 15 mm 56 80.6 2-3/16" 56 81 C210 B1 B2 B2 C2 -- 1017311 VK102 -- 15 mm 5.6 80.6 2-3/16" 56 Bi C210 - - B2 -- - 10223 VK202 1/2" 15 mm 8.0 115.2 2-3/8" 60 BI B310 Bi - -- - -- 10142 VK202 3/4" 20 mm 8.0 115.2 2-5/16" 59 81 B310 Bi -- 62 C2 -- 10170 VK202 -_ 20 mm 8.0 115.2 2-3/8" 60 BI B310 - - B2 C2 -- 12105 VK202 3/4" 20 mm 8.0 115.2 2-3/16" 56 -- - - 62 -- 82 -- 102218,9 VK003 1/2" 15 mm 2.8 40.3 2-3/16" 56 BI A38 B1 -- -- -- -- 102228,9 VK004 1/2" 15 mm 4.2 60.5 2-1/4" 58 B1 - 61 - B2 -- - Installed with the Viking Microfast® Model F-I Adjustable Escutcheon 10139 VK102 1/2" 15 mm 56 80.6 2-3/16" 56 B1 - B1 D2 B2 - -- 10223 VK202 1/2" 15 mm 8.0 115.2 2-3/8" 60 131 - BI 62 - -- -- 10221 VK003 1/2" 15 mm 2.8 40.3 2-3/16" 56 81 - BI -- -- - - Approved Temperature Ratings Approved Finishes A - 135 °F (57 "C), 155 °F (68 °C), 175 "F (79 °C), 200 °F (93 °C), and 212 "F 1 - Brass, Chrome-Enloy®, White Polyester 5,6 Black Polyester5'6, and Black Teflon®5 ; 175 °F(79°C), and 200 "F (93 °C) : and 200 'F (93 *C) 2 Po Polyester', and Black Polyester' 3 - Brass and Chrome-EnloyO 0 -286 °F (141 "C) I Footnotes Base part number is shown. For complete part number, refer to Viking's current price schedule. 2Metnc K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. 'This table shows the listings and approvals available at the time of printing. Check with the manufacturer for any additional approvals. 4Listed by Underwriters Laboratories Inc. for use in the U.S. and Canada. 5cULus Listed as corrosion resistant. 6 Other colors are available on request with the same Listings and Approvals as the standard colors. 7 Accepted for use, City of New York Department of Buildings, MEA Number 89-92-E, Vol. 12. 8 Listings and Approvals limited to Light Hazard Occupancies where allowed by the installation standards being applied, with hydraulically calculated wet systems only. Exception: 4.2K sprinklers may be installed on hydraulically calculated dry pipe systems where piping is corrosion resistant or internally galvanized. The sprinkler orifice is bushed. 10FM Approval of Viking Micromatic® Standard Response Recessed Pendent Sprinklers installed with the Viking Micromatic® Model E-1 or E-2 Recessed Escutcheon is limited to wet systems and preaction systems qualifying as wet systems, for hazard occupancies up to and including Ordinary Hazard, Group II. "Sprinkler 10173 is available on special order. 12 (E Certified, Standard EN 12259-1, EC-certificate of conformity 0786-CPD-40181, 0832-CPD-2001, and 0832-CPD-2003. Sprinkler hf December 4, 2009 MICROMATIC® AND MicromaticHP® STANDARD 'sJII(JF1E RESPONSE PENDENT SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Sprinkler Thread Size Nominal Overall Listings and Approvals' Base Part SIN K-Factor Length (Refer also to Design Criteria on page 11g.) Number' NPT I BSP U.S. I metric2 Inches mm cULus4 FM f NYC VdS LPCB Standard Orifice 09992 1 VK122 1/2" 1 15 mm 1 5.6 1 80.6 1 2-1/4" 1 58 1 Al, D2 -- Small Orifice 099947,8 VK023 1/2" 115 mm 1 2.8 1 40.3 1 2-1/4" 1 58 Al Installed with the Viking Micromatic® Model E-1 or E-2 Recessed Escutcheon 09992 VK122 1/2" 15 mm 5.6 80.6 2-1/4" 58 Cl - - -- - - - 099947.8 VK023 1/2" 15 mm 2.8 40.3 2-1/4" 58 Cl - -- -- - - - Installed with the Viking Microfast® Model F-I Adjustable Escutcheon 09992 VK122 1/2° 15 mm 5.6 80.6 2-1/4" 58 Bl - - -- -- - - 099947,8 VK023 1/2° 15 mm 2.8 40.3 2-1/4" 58 Bi - - - - Approved Temperature Ratings A- 135 "F (57 °C), 155 °F (68 °C), 175 °F (79 °C), 200 °F (93 °C), 286°F (141 °C), and 360 °F (182 °C) Approved Finishes B - 135 °F (57 °C), 155 °F (68 "C), 175 °F (79 °C), 200 °F (93 "C), and 286 °F - Brass, Chrorne-Enloy®, White Polyester56, Black Polyester',', and (141 -C) Black Teflon"s C - 135 "F (57 "C), 155 "F (68 "C), 175 "F (79 °C), and 200 °F (93 "C) - Brass and - EnloyO 0 - 500 "F (260 "C)8 Footnotes 1 Base part number is shown. For complete part number, refer to Viking's current price schedule. 2 Metric K-factor shown is for use when pressure is measured in bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. This table shows the listings and approvals available at the time of printing. Check with the manufacturer for any additional approvals. Listed by Underwriters Laboratories Inc. for use in the U.S. and Canada. cULus Listed as corrosion resistant. Other colors are available on request with the same Listings and Approvals as the standard colors. Listings and Approvals limited to Light Hazard Occupancies where allowed by the installation standards being applied, with hydraulically calculated wet systems only. The sprinkler orifice is bushed. ° Sprinklers of Ultra-High temperature rating are intended for use inside ovens, dryers, or similar enclosures with normal operating temperatures above 300 °F (149 °C). Where the ambient temperature around the Ultra-High temperature rated sprinkler is significantly reduced below 300 "F (149 "C), the response time of the Ultra-High temperature rated sprinkler may be severely retarded. - w*A 1/2' ratchet Is required (not available from Viking). Wax Coated _/ Pendent Sprinkler December 4, 2009 Sprinkler 119 MICROMATIC® AND MicromaticHP® STANDARD 'JII(IF41G RESPONSE PENDENT SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com 'cULus Listing Reguirements: Micromatic® and MicromaticHP® Standard Pendent Sprinklers are cULus Listed as indicated in the Approval Charts for installation in accordance with the latest edition of NFPA 13 for standard spray sprinklers. Designed for use in Light, Ordinary, and Extra Hazard occupancies. (Small orifice sprinklers are limited to Light Hazard where allowed by the installation standards being applied, with hydraulically calculated wet systems only. Exception: 4.2K sprinklers may be installed on hydraulically calculated dry pipe systems where piping is corrosion resistant or internally galvanized.) The sprinkler installation rules contained in NFPA 13 for standard spray pendent sprinklers must be followed. FM Aooroval Requirements: Standard Pendent Sprinklers are FM Approved as indicated in the Approval Charts for installation in accordance with the latest applicable FM Loss Prevention Data Sheets (including 2-8N) and Technical Advisory Bulletins. FM Global Loss Prevention Data Sheets and Technical Advisory Bulletins contain guidelines relating to, but not limited to: minimum water supply requirements, hydraulic design, ceiling slope and obstructions, minimum and maximum allowable spacing, and deflector distance below the ceiling. NOTE: The FM installation guidelines may differ from cULus and/or NFPA criteria. IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to page SRI-3 for general care, installation, and maintenance information. Viking sprinklers are to be installed in ac- cordance with the latest edition of Viking technical data, the appropriate standards of NFPA, FM Global, LPCB, APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. S 1c— Sprinkler 'french 7 13577\.//B** for \\ ) Installing wax coated sprinklers Step 1: Carefully slide the wrench sideways around the sprinkler deflector. 1 J Step 2: Carefully press the wrench upward and ensure engagement with the sprinkler wrench flats. Figure 3: Wrench 13577W/B for Wax Coated Sprinklers I Sprinkler 11 December 4, 2009 The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Ceiling Opening Size: 2-1/8" 2-5/16" (58.7 mm) minimum (54 mm) 2-1/2" (63.5 mm) maximum 1777-77-77=1 NPT (tBr ) T(44.5- mm) 2 1(38mm) (51 m m) Maximum Minimum Installed with a Pendent Sprinkler VK102 standard 1/8" surface— Installed with a Microfast mounted escutcheon. Model F—i Adjustable Escutcheon Figure 4: Sprinkler Dimensions with a Standard Escutcheon and the Model F-I Adjustable Escutcheon Ceiling Opening Size: 2-5/16" (58.7 mm) minimum 2-1/8" 2-1/2" (63.5 mm) maximum 2-1/8 (54 mm) (54 mm) I 1-1/8" (28.6 mm) (44.5 mm) Minimum Maximum Installed with a Micromatic Model E-1 Recessed Escutcheon 2" \IL ) )JI 1-1/8" (28.6 mm) (51 mm) tç2J Minimum Maximum ________ Installed with a Model E-2 Thread—on Recessed Escutcheon Figure 5: Sprinkler Dimensions with the Model E-1 and E-2 Recessed Escutcheons Replaces page ha-h, dated October 9, 2009. Form No. F100397 (Revised Pip Cap material for Sprinkler 10189). M ' &Y#AkVA&V7AAW OA! fAe&Y#Ahmmm&VAs Schedule=10/Schled ulem40 - ABF-11 Fully Usted andFM -d 'S - When you specify Allied Schedule-i 0/Schedule-40 -ABFII sprinkler pipe you get a UL listed and FM approved product. Although these products do not require separate approvals, Schedule-10/Schedule-40 - ABFII gives you the extra quality assurance you demand. Our Sch-10 (11/4"-8") pipe and Sch-40 (1"- 21/2") pipe have passed the same thorough lab testing as our other listed pipe products, and receive periodic mill inspections from both UL and FM agents to ensure consistent quality. > Galvanized Pipe Schedule-10/Schedule-40 -ABFII product can be "hot-dip" galvanized to meet FM requirements for dry systems in accordance with the zinc coating specifications of ASTM A-123. > Superior Coating Our advanced formula mill coating offers a clean, durable surface. It is also paint-ready for custom color applications without special preparation. The internal surface of all Allied Tube & Conduit Fire Sprinkler pipe products up to 4.500' in diameter is coated with our new Antibacterial Formula, "ABFII". In scientific laboratory tests, ABFII proved to have superior resistance to microbial colonization of pipe walls, thereby inhibiting or possibly preventing the onset of Microbiologically Influenced Corrosion (MIC) upon installation and the first 25 flushes of the fire sprinkler system.* > American Made Able to meet "Buy American" requirement and is available through distributors in the USA, Canada, Mexico and Latin America. > Specifications & Approvals Schedule-10/Schedule-40-ABFII pipe are in compliance with the following: ASTM A-135, Type [Grade A, and NFPA 13. All pipe products have a rated working pressure of 300 psi maximum and also meet the stringent requirements for the following applications and tests: Welded Outlets Hydrostatic Pressure Side Wall Rupture * See ABFII warranty i ur.ii NPS Nominal I.D. Wt. Wt. (H20 Filled) CRR In; mm In; 'mm LbslFt; kg/rn LbslFt; kg/rn - 1.049 1.680 2.05 1 25 26.6 2.5 3,05 - l'I4 1.380 2.270 2.93 1 32 35.1 4.36 4.36 - 11/2" 1.610 2.720 3.61 1 40 40.9 4.0 5,37 - 2.067 3.650 5.13 1 50 1 52.5 5.4 7.63 21h" 2,469 5.790 7.86 1 65 62.7 8.6 1 11.73 - Sch-10 - ABFII Specifications NPS Nominal I.D. Wt. Wt. (H20 Filled) CRR In; mm In; mm Lbs/Ft; kg/rn . Lbs/Ft; kg/rn - 1¼" 1.442 1.810 2.525 7.0955 32 36.6 2.7 . 3.75 - 1112" 1.682 2.080 3.04 5.6570 40 42.7 3.1 4.52 - 2.157 2.640 4.22 4.5827 50 54.8 .3.9 6.28 - 21/2" 2.635 3.530 5.89 3.5196 65 , 66.9 . . 5.3 8.77 - 3.260 4.330 7.94 2.5550 75 828 " 64 1182 - 4.260 5.610 11.78 1.6020 100 1082 83 1753 - ' 5.295 7.77 17.33 1.4874 125 1345 1156 2580 - 6.357 9.290 23.03 1.0251 150 1615 138 3427 - 8" 8.249 16.490 245 T 40.15 1.8365 200 2095 5975 - @C I& "~~ "Ion, Customer Service (800) 882-5543 Fax: (800) 659-7730 www.alliedtube-sprinkler.com (;~alhed • 16100 S Lathrop Ave. • 11350 Norcom Rd. • 2525 N 27th Ave. • 600 Dean Sievers Place TUBE & CONDUIT" Harvey, IL 60426 Philadelphia, PA 19154 Phoenix, AZ 85009 Morrisville, PA 19067 Aatkore - "'"" 02011 Atkore International, Inc. All Rights Reserved. STP-S5-3-1105 I 2008 EDlTI0N I J fl DUCTILE IRON TYTON JOINT® Pipe 411-6411 FOR WATER & WASTEWATER, FIRE PROTECTION & INDUSTRIAL APPLICATIONS Us PIPE TYTON JOINT® Pipe 2008 EDITION P2 Table of Contents TYTON JOlNTPipe 3 Assembly 4 Alternate Methods of Assembly 5 Field Cut Pipe 7 Pipe Diameters 8 Bell Dimensions 9 Pressure Class 10 Thicknesses, Dimensions and Weight 11 ThicknessClass Thicknesses, Dimensions and Weight 13 Maximum Deflection - Full Length Pipe 17 Products for Water, Wastewater, and Fire Protection 15 U.S. PIPE AND FOUNDRY CO. TYTON JOINT Pipe BRO-003 REVISED 10.08 I uJ cc; CD CD .TYTON JOINT® Pipe I 2008 EDITION TYTON JOINT Pipe TYTON JOINT is U.S. Pipe's trademark for pipe with a push-on type connection. Simplicity, sturdiness and water-tightness of the system are built into the system by design. Convincing proof of its worldwide acceptance is shown by the fact that more than 95% of the pipe now sold by U.S. Pipe is TYTON JOINT Pipe. TYTON JOINT Pipe is available in sizes 4" through 64. Sizes 4" through 42" are available in nominal 18-foot laying lengths. 16°, 20° and 24' sizes along with sizes 48" through 64° are available in nominal 20-foot laying lengths. lYION JOINT Pipe in sizes 4" through 36" are UL Listed and sizes 4" through 16" are FM Approved. When 1YTON JOINT Pipe are used for bridge crossings or other above-ground installations, -each length of pipe must be supported in a manner to restrict both vertical and horizontal movement. TYTON® Gasket is the only accessory required when installing TYTON JOINT Pipe. It is a circular rubber gasket which has a modified bulb shape in cross section. Gaskets are furnished in accordance with ANSI/AWiAfA C111/A21.1. Composition and dimensions of the gasket have been carefully engineered to ensure a water-tight and lasting seal. The standard TYION Gasket is manufactured of SBR - styrene butadiene rubber. Gaskets of special elastomers may be ordered for special applications. The gasket contour and bell socket contour ensure that the gasket will remain seated during proper assembly of the pipe. When joint restraint is required for push-on joint pipe, two options are available from U.S. Pipe. For joint restraint of 4° through 24", FIELD LOK 350® Gaskets may be used and for joint restraint for 300 and 36", FIELD LOK® Gaskets may be used. FIELD LOK 350 Gaskets are rated for 350 psi in sizes 4° through 240. In addition, for 4" through 64" sizes, TR FLEX® Pipe and Fittings may be used. TR FLEX Pipe and Fittings are rated for working pressures for 350 psi in 4° through 24° sizes, 250 psi in sizes 30° through 48°, and 200 psi in sizes 54° through 64". For higher pressure applications contact your U.S. Pipe representative. Complete details on both FIELD LOK 350 Gaskets and TR FLEX Pipe and Fittings can be found on our website, www.uspipe.com. NOTE: 11.S.Pipe qualifies for Federal Procurement under Public Law No. 94-50, Section 6002, known as the Resource Reco very Act of 1976, since, due to modërn tecIIñoIôgj recycIid iron and steel scrap is used to a large degree in our Ductile Iron Pipe production. The plain end of the pipe is furnished beveled or with a quarter ellipse on the edge to âiowassem- bly More than 40 years of successful experience have proved its sealinjcapabilitles. llydrbstatic tests have shown that the system will withstand pressures far in excess of rated preisures. - Do fil lronTYTON JOINT Pipe is centrifugalIy cast-in nefaI molds in ccordane with ANSI/ AWWAC151/A215"- I -O:. TV Th -asphaltic outside coating is- accordanceS with ANSI/A6W1A C151/A2151.. A specified inANSI/AWWA C151/A2.1t51, -y--: -pipe weigiits have-been calculated using,. 6d rdbarreiéEghtsáTid wëights of, . bells being produced. ANSl/AWWA C1O4/A214Ceñient-Mortar- . '0 0 Lining For-Ductile-Iron Pipe and Fittings For The eh nt-orarliningand inside cpatin- are accrdance h PNSI/AWWA C104321.4. Special-Jinings and/or beatings can be'- c- furnished for specific conditions-., i ----- ,' ANSi/AWWA C111/A2111, Rubber-Gasket' --e --- ' -i-'- 4ointsforDuctile-lron Pressure Pipes' and Fittings - TYTONwGas+iets are furnished in accordance, -i - - 4 th ough 64 Ductile Iron Gravit Sewer'. kPipe centrifugalIy ast with push-on joints, 7YTON®, TYTON JOINT®, TR FLEX®and FIELD LOK 350® are Registered Trademarks of U.S. Pipe and Foundry Company, LLC. U.S. PIPE AND FOUNDRY CO. TYTON JOINT Pipe BRO-003 REVISED 10.08 4. NOTE: When using FIELD LU/i' 3500 Gaskets or pipe with special linings, assemble the joint until the inside edge of the first painted stripe (or the assembly mark) is flush with the bell face. CAUTION: The inside of the socket, the gasket, and the plain end to be inserted must be kept clean through-out the assembly. Joints are only as water-tight as they are clean. If the joint is somewhat difficult to assemble, inspect for proper gasket positioning, adequate lubrication, and foreign matter in the joint. P PP P TYTON JOINT® Pipe 2008 EDITION p4 M2 I Assembly Figure 1. Insertion of Gasket All foreign matter in the socket must be removed, i.e., mud, sand, cinders, gravel, pebbles, trash, frozen material, etc. The gasket seat should be thoroughly inspected to be certain it is clean. Foreign matter in the gasket seat may cause a leak. The gasket must be wiped clean with a clean cloth, flexed, and then placed into the socket with the rounded bulb end entering first. Looping the gasket in the initial insertion will facilitate seating the gasket heel evenly around the retainer seat. 4" through 12 sizes require only one loop. For larger sizes, additional loops may be required: 14' through 36', two to three loops; 42" through 54°, four to six loops; 60' and 64", six or more loops. When installing T'YTON JOINT Pipe in sub-freezing weather, thegaskets, prior to their use, must be kept at a temperature of at least 40°F by suitable means, such as storing in a heated area or keeping them immersed in a tank of warm water. If the gaskets are kept in warm water, they should be dried before placing in the pipe socket. Figure 2. Application of Lubricant A thin film of TYTON JOINT® Lubricant should be applied to the inside surface of the gasket, which will come in contact with the plain end of the pipe. Spray-on lubricants should not be used as it may not provide sufficient lubricity. The plain end of the pipe must be cleaned of all foreign matter on the outside from the end to the stripes. Frozen materials may cling to the pipe in cold weather and must be removed. A thin film of lubricant is applied to the outside of the plain end for about 3' back from the end. Do not allow the plain end to touch the ground or trench side after lubricating since foreign matter may adhere to the plain end and cause a leak. Figure 3. Initial Entry of Plaifl End in Socket The plain end of the pipe should be aligned and carefully entered into the socket until it just makes contact with the gasket. This is the starting position for the final assembly of the joint. Note the two painted stripes on the plain end. Figure 4. Completely Assembled Joint Joint assmbtyshould béiirnpleted by forcing the plain end of thenteringpipe past the jasket (which is thereby compressed) until the plain end makes contact with the bottom of the socket Note that the first painted stripe will have disappeared into the socket and the front edge of the second stripe will be approximately flush with the bell face Joint deflection may be achieved after the pipe is fully inserted If assembly is not accomplished with the application of reasonable force by the methods indicated the plain end of the pipe should be removed to check for the proper positioning of the gasket adequate lubrication and removal of foreign matter in the joint A feeler gage may be inserted between the bell and the plain end of the assembled joint to verify the position of the gasket When the gage encounters the gasket increased resistance will be felt. Note the dejth of insertion of the gage. Continue probing around the periphery of the joint, noting the depth to resistance each time. If the depth of insertion is uniform, the gasket has remained in place. If, at any point, the depth of insertion increases significantly, this indicates a dislodged gasket The joint should be disassembled, thoroughly cleaned with water, and examined for any condition that might have caused the gasket to become dislodged before attempting to reassemble the joint. U.S. PIPE AND FOUNDRY CO. TYTON JOINT Pipe BRO-003 REVISED 10.08 TYTON JOINT® Pipe J I 2008 EDITION ao p5 Alternate Methods of Assembly Procedures outlined in figures 1-3 on page 3, showing the assembly of TYTON JOINT Pipe, should be followed before proceeding with the methods shown below. Backhoe Method of Assembly A backhoe may be used to assemble pipe of intermediate and larger sizes. The plain end of the pipe should be carefully guided by hand into the bell of the previously assembled pipe. The bucket of the backhoe may then be used to carefully push the pipe until fully seated. A timber header should be used between the pipe and the backhoe bucket to avoid damage to the pipe. Caution: Avoid "slamming" the pipe home to prevent damage to lining material inside the bell at the back of the socket. Crowbar Method of Assembly Smaller sizes of pipe may be assembled using a crowbar as a lever and pushing against the face of the bell. Come-along Method of Assembly Installers may prefer to use come-alongs to assemble pipe of all sizes. Two (2) 3/4 ton chain hoists, 24 feet of chain and two (2) bell choker slings for 4-24° sizes or two (2) 1-1/2 ton (minimum) chain hoists for 30°64° sizes. U.S. PIPE AND FOUNDRY CO. TYTON JOINT Pipe BRO-003 REVISED 10.08 LU CL cc 00 EIIIEE TYTON JOINT ® Pipe 2008 EDITION P6 Alternate Methods of Assembly (cont.) The most common field method of assembling larger diameter TYTON JOINT Pipe is to use a backhoe to push against the face of the bell end of the pipe to be assembled. Occasionally, there are installations where a backhoe cannot be located in line with the pipe and it is, therefore, difficult to develop enough axial force to assemble the pipe. In such cases, it may be possible to use the method described below to assemble the pipe from the side of the trench. With this method, the weight of the pipe is used to provide the axial force required for assembly. In general, a choker chain or cable is hooked around the bell of the previously laid pipe. The spigot end of the pipe to be assembled is first inserted as far as possible into the bell end of the previously laid pipe. The end of the choker is then hooked into the bell end of the pipe to be laid. One such rigging is made from a long cable with a choker on one end and a chain grab hook on the other end with a sliding choker hook between the two other hooks. A second section of the rig- ging is a shorter chain with a wide throat hoisting hook on one end. The cable is first choked" around the bell of the previously laid pipe using the fixed choker hook. The chain is hooked into the bell end of the pipe to be laid. The cable is hooked to the chain with the grab hook. The connected length of the rigging can thus be adjusted with the connection between the cable grab hook and the chain. The pipe assembly is made by lifting up on the sliding choker hook. A few rules of thumb: Angle A' should be no greater than 15 degrees. Angle 'B' should be from 45 to 60 degrees. The sliding choker hook should be located from 2 to 8 feet from the bell of the previously laid pipe. Trial assembly may be made to get a feel" for the correct amount of slack to be left in the rigging and the proper location of the sliding choker hook. v II Ne Pip thbeAne Ce A few precautions: The smaller the angle (A), the larger will be the assembly force and the tension in the rigging. The assembly force and the tension will generally range from 2 to 10 times the weight of the pipe being assembled. These forces are at a maxi- mum when the assembly is bottomed out and lift is still being applied to the rigging. To minimize the loads on the rigging, it is recommended that the assembly be made slowly and the assembly stopped as soon as the joint is bottomed out. The rigging should be properly designed to accommodate the diameter, length, and weight of the pipe on the job and the loads previously described. NOTE: This method should not be employed when installing FIELD LUK 350 Gaskets since alignment of the joint cannot be assured. For the proper installation practice, refer to U.S. Pipe Brochure FIELD LOK 350 Gasket Joint Restraint for C-24 Ductile fran Pipe for Water; Wastewater; Fire Protection and Industrial Applications. U.S. PIPE AND FOUNDRY CO. TYTON JOINT Pipe BRO-003 REVISED 10.08 EHIJEE TYTON JOINT® Pipe 2008 EDITION Field Cut Pipe When pipe are cut in the field, the cut end may be readily conditioned so that it can be used to make up the next joint. The outside of the cut end should be beveled with a portable grinder about 1/4 - inch at an angle of about 30 degrees. This operation removes any sharp, rough edges which otherwise might damage the gasket. When Ductile Iron pipe 14 and larger is to be cut in the field, the material should be ordered as "GAUGED FULL LENGTH." A Fyi/Length Gauged Pipe is a pipe whose barrel outside diameter is within the spigot diameter dimensional specifications as determined by diameter tape measurements over the pipe's length to within approximately two feet of the bell chime. Pipe that is "gauged full length is specially marked to avoid confusion. ANSVAWWA C151 Standard for Ductile Iron pipe requires factory gauging of the spigot end. Accordingly, pipe selected for field cut- ting should also be field gauged in the location of the cut and ensured to be within the tolerances shown in the table on page 8. In the field a mechanical joint gland can be used as a gauging device. NOTE: When necessary, pipe may be rounded in accordance with U.S. Pipe's Brochure, Recommended Methods For Rounding The Cut Ends Of Out-Of- Round 14 "And Larger Diameter Ductile Iron Pipe. U.S. PIPE AND FOUNDRY CO. TYTON JOINT Pipe BRO-003 REVISED 10.08 mmmm TYTON JOINT® Pipe 2008 EDITION P8 Pipe Diameters Suitable Pipe Diameters for Field Cuts and Restrained Joint Field Fabrication. NOMINAL PIPE SIZE AR Inches Inches .. Lfcties - . - V '-V MINIMUM MAXIMUM MINIMUM MAXIMUM 4 4.74 4.86 14-29/32 15-9/32 6 6.84 6.96 21-1/2 21-7/8 8 8.99 9.11 28-1/4 28-5/8 10 11.04 11.16 34-11/16 35-1/16 12 13.14 13.26 41-9/32 - 41-21/32 14 15.22 15.35 47-13/16 48-7/32 -- 16 - 17.32 17.45 54-13/32 54-13/16 18 19.42 19.55 61 61-13/32 20 21.52 21.65 67-19/32 68 24 25.72 25.85 80-13/16 81-1/32 30 31.94 32.08 100-11/32 100-25/32 36 38.24 38.38 120-1/8 120-9/16 42 44.44 44.58 139-5/8 140-1/16 48 50.74 50.88 - 159-13/32 159-27/32 54 57.46 57.60 - 180-17/32 180-31/32 60 61.51 61.65 193-1/4 193-11/16 64 65.57 65.71 -206 206-7/16 Above table based on ANSI/AV/WA C151/A21.51 guidelines for push-on joints. fl U.S. PIPE AND FOUNDRY CO. TYTON JOINT Pipe BRO-003 REVISED 10.08 TYTON JOINT® Pipe I 2008 EDITION Bell Dimensions ;I BA C NOTE: Actual bell configuration may vary from illustration shown. BA A B C SIZE PIPE OUTER DIAMETER BELL OUTER DIAMETER SOCKET DEPTH Inches Inches Inches Inches - 4 4.80 6.52 3.15 6 6.90 8.66 3.38 8 9.05 10.82 3.69 10 11.10 -. 12.91 3.75 12 13.20 15.05 3.75 14 15.30 17.67 5.00 16 17.40 19.79 5.00 18 mso 21.91 -- 5.00 20 21.60 24.03 5.50 24 - - 25.80 28.21 5.95 30 32.00 35.40 6.55 36 - 38.30 4184 7.00 42 44.50 49.36 7.90 48 50.80 55.94 8.60 - 54 57.56 63.38 9.40 60 61.61 67.38 10.10 64 65.67 71.56 10.65 *Subject to manufacturing tolerances. Dimensions in inches. U.S. PIPE AND FOUNDRY CO. TYTON JOINT Pipe BRO-003 REVISED 10.08 EiEI1I TYTON JOINT® Pipe 2008 EDITION P 1 Pressure Class Nominal Thickness for Standard Pressure Classes of Ductile Iron Pipe CASTING OUTSIDE SIZE DER TOLERANCES I I h ...~LE - Inches Inches nc es -. 150 200 250 300 350 3 3.96 - - - - 025** 005 4 4.80 - - - - 0.25** 005 6 6.90 - - - - 0.25** 005 8 9.05 - - - - 0.25** 0.05 10 11.10 - - - - 0.26 0.06 12 13.20 - - - - 0.28 0.06 14 15.30 - - 0.28 0.30 0.31 0.07 16 17.40 - - - 0.30 0.32 - 0.34 - 0.07 18 19.50 - - 0.31 0.34 0.36 0.07 20 21.60 - - 0.33 0.36 0.38 0.07 24 25.80 - 0.33 0.37 0.40 0.43 0.07 - 30 3200 034 038 042 045 049 007 36 38.30 0.38 0.42 0.47 0:51 0.56 0.07 42 44.50 0.41 - 0.47 0.52 0.57 0.63 0.07 48 50.80 0.46 0.52 0.58 0.64 0.70 0.08 54 57.56 0.51 0.58 0.65 0.72 0.79 0.09 60 61.61 0.54 0.61 0.68 0.76 0.83 0.09 64 65.67 0.56 0.64 0.72 0.80 0.87 0.09 NOTE: Per ANSI/AWWA C150/A21.50 the thicknesses in above table include the 0.08" service allowance and the casting tolerance by size ranges Dimensions and weights of Special Classes (Thickness Classes) are found on pages 13, 14, 15 and 16. * Pressure Classes are defined as the rated water pressure of the pipe in psi. The thicknesses shown are adequate for the rated water working pressure plus a surge allowance of 100 psi. Calculations are based on a minimum yield strength of 42,000 and a 2.0 safety factor times the sum of the working pressure and 100 psi surge allowance. ** Calculated thickness for these sizes and pressure ratings are less than those shown above. Presently these are the lowest nominal thicknesses available in these sizes. S U.S. PIPE AND FOUNDRY CO. TYTON JOINT Pipe BRO-003 REVISED 10.08 LU E cc; cc Co TYTON'JOINTO Pipe 2008 EDITION P11 Pressure Class - Thickness, Dimensions and Weight PRESSURE OUTSIDE WEIGHT PER AVG. WEIGHT WEIGHT. PER AVG. WEIGHT SIZE CLASS THICKNESS DIAMETER* LENGTHt PER FOOTtt LENGTHt PER FOOTtt Inches psi Inches Inches Pounds Pounds Pounds Pounds 4 350 0.25 4.80 205 10.9 - - 6 350 0.25 6.90 305 16.0 - - 350 0.25 9.05 400 21.1 445 21.1 10 350 0.26 11.10 515 27.1 - 12 350 0.28 13.20 660 34.8 730 34.8 14 250 0.28 15.30 780 40.4 865 40.4 14 300 0.30 15.30 - 920 43.3 1010 43.3 14 350 0.31 15.30 860 44.7 945 44.7 16 250 0.30 - 17.40 950 49.3 1050 49.3 ii 300 0.32 17.40 1010 52.5 1115 52.5 - 16 350 0.34 17.40 1065 55.8 1175 55.8 18 250 0.31 19.50 1095 57.2 1210 57.2 18 300 0.34 1950. 1195 62.6 1320 62.6 18 350 0.36 19.50 1260 66.2 1390 66.2 20 250 0.33 21.60 1285 67.5 1420 67.5 20 300 0.36 21.60 1395 73.5 1540 57.2 20 350 0.38 21.60 1465 77.5 1620 73.5 24 200 0.33 25.80 1550 80.8 1710 77.5 24 250 0.37 25.80 1725 90.5 1905 80.8 24 300 0.40 25.80 1855 97.7 2050 90.5 24 350 0.43 25.80 1985 104.9 2195 97.9 30 150 0.34 32.00 2005 103.5 - 104.9 30 200 0.38 32.00 22,20. 115.5 - - - 30 250 0.42 32.00 2595 127.5 .- - 30 300 0.45 32.00 2810 136.5 - - 30 350 0.49 32.00 2685 148.4 - - 36 150 0.38 38.30 29.45 138.5 - - 36 200 0.42 38.30 2940 152.9 36 250 0.47 38.30 3265 170.9 - - - 36 300 0.51 38.30 3525 185.3 --. - 36 350 0.56 38.30 3845 203.2 - - NOTE: Thicknesses and dimensions of 4" through 64" Ductile Iron pipe conform to ANSI/AWWA C151/A21.51. Weights may vary from the standard because of differences in bell weights. *Tolerance of O.D. of spigot end: 4-12 in., ±0.06 in.; 14-24 in., +0.05 in., -0.08 in.; 30-48 in., +0.08 in., -0.06 in.; 54-64 in., +0.04 in., -0.10 in. f Including bell; calculated weight of pipe rounded off to nearest 5 lbs. ft Including bell; average weight, per foot, based on calculated weight of pipe before rounding. Table continued on next page. U.S. PIPE AND FOUNDRY CO. TYTON JOINT Pipe BRO-003 REVISED 10.08 TYTON JOINT® Pipe 2008 EDITION P12 Pressure Class - Thicknesses, Dimensions and Weight (cont.) PRESSURE OUTSIDE WEIGHT PER AVG. WEIGHT WEIGHT PER AVG. WEIGHT SIZE CLASS THICKNESS DIAMETER* LENGTHt PER FOOTtt LENGTHt PER FOOTtt Inches psi Inches Inches Pounds Pounds Pounds Pounds 42 150 0.41 44.50 3505 173.8 - - 42 200 0.47 44.50 3960 198.9 - - 42 250 0.52 44.50 4335 219.9 - - 42 300 0.57 44.50 4710 240.7 - - 42 350 0.63 44.50 5160 265.7 - - 48 150 0.46 - - 50.80 -- 4950 222.6 48 200 0.52 - - 50.80 - 5525 251.3 48 250 0.58 50.80 - - 6095 280.0 48 300 0.64 50.80 - - - 6670 308.6 48 350 0.70 50.80 - - 7240 337.1 54 150 0.51 57.56 - - 6430 279.7 54 200 0.58 57.56 - - 7190 317.7 54 250 0.65 57.56 - - 7945 355.6 54 300 0.72 57.56 - - 8700 393.4 54 350 0.79 57.56 - - 9455 431.1 60 150 0.54 61.61 - - 7305 317.0 60 200 0.61 61.61 - - 8120 357.7 60 250 0.68 61.61 - - 8935 398.3 60 300 0.76 61.61 - - 9860 444.6 60 350 0.83 61.61 - - - 10665 485.0 64 150 0.56 65.67 - - 8100 350.5 64 200 0.84 65.67 - - 9090 400.1 64 250 0.72 65.67 - - 10080 449.6 64 300 0.80 65.67 - 11065 498.9 64 350 0.87 65.67 - 11925 542.0 NOTE: Thicknesses and dimensions of 4" through 64" Ductile Iron pipe conform to ANSI/A WWA C151/A21.51. Weights may vary from the standard because of differences in bell weights. *Tolerance of 0.0. of spigot end: 4-12 in., ±0.06 in.; 14-24 in., +0.05 in., -0.08 in.; 30-48 in., +0.08 in., -0.06 in.; 54-64 in., +0.04 in., -0.10 in. t Including bell; calculated weight of pipe rounded off to nearest 5 lbs. ft Including bell; average weight, per foot, based on calculated weight of pipe before rounding. U.S. PIPE AND FOUNDRY CO. TYTON JOINT Pipe BRO-003 REVISED 10.08 S LU TYTON JOINT® Pipe Co 2008 EDITION P13 Thickness Class - Thicknesses, Dimensions and Weight OUTSIDE AVG. WEIGHT WEIGHT AVG. WEIGHT WEIGHT SIZE THICKNESS THICKNESS DIAMETER* LENGTHt PER FOOTtt LENGTHt PER FOOTtt Inches CLASS Inches Inches PoUnds Pounds Pounds Pounds 4 51 0.26 4.80 215 11.3 - - 4 52 0.29 4.80 235 12.6 - - 4 53 0.32 4.80 260 13.8 - - 4 54 0.35 4.80 280 15.0 - - 4 55 0.38 4.80 300 16.1 - - 4 56 0.41 4.80 320 17.3 - - 6 50 0.25 6.90 305 16.0 - - 6 51 0.28 6.90 335 17.8 - - 6 52 0.31 6.90 - 370 19.6 - - 6 53 0.34 6.90 400 21.4 - - 6 54 0.37 6.90 435 23.2 - - 6 55 0.40 6.90 465 25.0 - 6 56 0.43 6.90 495 26.7 - - 8 50 0.27 9.05 430 22.8 - - 8 51 0.30 9.05 475 25.2 - - 8 52 0.33 9.05 520 27.7 575 27.7 8 53 0.36 9.05 560 30.1 - - 8 54 0.39 9.05 605 32.5 - - 8 55 0.42 9.05 - 650 34.8 - 8 56 0.45 9.05 690 37.2 - - 10 50 0.29 11.10 570 30.1 - - 10 51 0.32 11.10 625 - - 33.2 - - 10 52 0.35 11.10 680 36.2 - - 10 53 .0.38 11.10 - 730 39.2 - - 10 54 0.41 110 785 42.1 - - 10 55 0.44 11.10 840 45.1 - - 10 56 0.47 11.10 890 48.0 - - NOTE: Thicknesses and dimensions of 4" through 64" Ductile Iron pipe conform to ANSl/AIWIA C1 511A21.51. Weights may vary from the standard because of differences in bell weights. *Tolerance of O.D. of spigot end: 4-12 in., ±0.06 in.; 14-24 in., i-0.05 in., -0.08 in.; 30-48 in., +0.08 in., -0.06 in.; 54-64 in., +0.04 in., -0.10 in. t Including bell; calculated weight of pipe rounded off to nearest 5 lbs. tt Including bell; average weight, per foot, based on calculated weight of pipe before rounding. Table continued on next page. U.S. PIPE AND FOUNDRY CO. TYTON JOINT Pipe BRO-003 REVISED 10.08 TYTON JOINT® Pipe 2008 EDITION P14 Thickness Class - Thicknesses, Dimensions and Weight (cont.) OUTSIDE AVG. WEIGHT WEIGHT AVG. WEIGHT WEIGHT SIZE THICKNESS THICKNESS DIAMETER* LENGTHt PER FOOTtt LENGTHt PER FOOTtt Inches CLASS Inches Inches Pounds Pounds Pounds Pounds 12 50 0.31 13.20 725 38.4 - - 12 51 0.34 13.20 790 42.0 - - 12 52 0.37 13.20 855 - 45.6 945 45.6 12 53 0.40 - - - 13.20 920 - 49.2 - - 12 54 0.43 13.20 985 52.8 - - - 12 55 0.46 13.20 1045 56.3 - - 12 56 0.49 13.20 1110 59.9 - - 14 50 0.33 15.30 910 47.5 . 1005 47.5 06------15-30. '51.7 511 51.7 14 52 0.39 15.30 1060 55.9 1170 55.9 14 53 0.42 15.30 1135 60.1 1255 60.1 14 54 0.45 15.30 1210 64.2 1340 64.2 14 55 0.48 15.30 1285 68.4 1420 68.4 14 56 0.51 15.30 1360 72.5 1505 72.5 16 50 0.34 17.40 1065 55.8 1175 58.8 16 51 0.37 17.40 1150 60.6 1275 60.6 16 52 0.40 17.40 1240 65.4 1370 65.4 16 53 0.43 17.40 1325 70.1 1465 70.1 16 54 0.46 17.40 1410 74.9 1560 74.9 16 55 0.49 17.40 1495 79.7 1655 79.7 16 56 0.52 17.40 1580 84.4 1750 84.4 - 18 50 0.35 19.50 1225 64.4 1355 64.4 18 51 0.38 19.50 1325 69.8 1465 - 69.8 - 18 52 0.41 19.50 1420 75.2 1570 75.5 18 53 0.44 19.50 1520 80.6 1680 80.6 18 54 0.47 19.50 1615 86.0 1785 86.0 18 55 0.50 19.50 1710 91.3 1895 - 91.3 18 56 0.53 19.50 1805 96.7 2000 96.7 NOTE: Thicknesses and dimensions of 4" through 64" Ductile Iron pipe conform to ANSI/A1441(A C1 511A21.51. Weights may vary from the standard because of differences in bell weights. *Tolerance of O.D. of spigot end: 4-12 in., ±0.06 in.; 14-24 in., +0.05 in., -0.08 in.; 30-48 in., +0.08 in., -0.06 in.; 54-64 in., +0.04 in., -0.10 in. t Including bell; calculated weight of pipe rounded off to nearest 5 lbs. t t Including bell; average weight, per foot, based on calculated weight of pipe before rounding. Table continued on next page. U.S. PIPE AND FOUNDRY CO. TYTON JOINT Pipe BRO-003 REVISED 10.08 S TYTO.N JOINT® Pipe J I 2008 EDITION P15 Thickness Class - Thicknesses, Dimensions and Weight (cont.) OUTSIDE AVG. WEIGHT WEIGHT AVG. WEIGHT WEIGHT SIZE THICKNESS THICKNESS DIAMETER* LENGTHt PER FOOTtt LENGTHt PER FOOTtt Inches CLASS Inches Inches Pounds Pounds Pounds Pounds 20 50 0.36 21.60 1395 73.5 1540 73.5 20 51 0.39 21.60 1505 79.5 1660 79.5 20 52 0.42 21.60 1610 85.5 1780 85.5 20 53 0.45 - 21.60 1720 91.5 1900 91.5 20 54 0.48 21.60 1825 97.5 2020 97.5 20 55 0.51 21.60 1935 103.4 2140 103.4 20 56 0.54 21.60 2040 109.3 2260 109.3 24 50 0.38 25.80 1765 92.9 1955 92.9 24 51 0.41 25.80 1895 100.1 2095 100.1 24 52 0.44 25.80 2025 107.3 2240 107.3 24 53 0.47 25.80 2155 114.4 2385 114.4 24 54 0.50 25.80 2285 121.6 2530 121.6 24 55 0.53 25.80 2415 128.8 2670 128.8 24 56 0.56 - 25.80 2540 135.9 2815 135.9 30 50 0.39 32.00 2275 118.5 - - 30 51 0.43 32.00 2490 130.5 - - - 30 52 0.47 32.00 2705 142.5 - - 30 53 0.51 32.00 2920 154.4 - - 30 54 0.55 - - 32.00 3135 166.3 - - 30 55 0.59 32.00 3350 178.2 - - 30 56 0.63 32.00 3560 190.0 - - 36 50 0.43 - 38.30 3010 156.5 - - 36 51 0.48 38.30 3330 174.5 - - 36 52 0.53 38.30 3655 192.4 - - - 36 53 0.58 38.30 3975 210.3 - - 36 - 54 0.63 38.30 4295 228.1 - - --__36 55 0.68 38.30 - 4615 245.9 - - 36 56 0.73 38.30 4935 263.7 - - NOTE: Thicknesses and dimensions of 4" through 64" Ductile Iron pipe conform to ANSI/A1441/ C151/A21.51. 11/eights may vary from the standard because of differences in bell weights. *Tolerance of O.D. of spigot end: 4-12 in., ±0.06 in.; 14-24 in., +0.05 in., -0.08 in.; 30-48 in., +0.08 in., -0.06 in.; 54-64 in., +0.04 in., -0.10 in. t Including bell; calculated weight of pipe rounded off to nearest 5 lbs. tt Including bell; average weight, per foot, based on calculated weight of pipe before rounding. Table continued on next page. U.S. PIPE AND FOUNDRY CO. TYTON JOINT Pipe BRO-003 REVISED 10.08 LII LI. LII LII TYTON JOINT® Pipe 2008 EDITION p 16 W-1 I i Thickness Class - Thicknesses, Dimensions and Weight , 18-Foot LAYING LENGTH OY4LENGiH -. ,.. ,..-..............-. - . . _. OUTSIDE AVG. WEIGHT WEIGHT AVG. WEIGHT WEIGHT SIZE THICKNESS THICKNESS DIAMETER* LENGTHt PER FOOTtt L[NGTHt PER FOOT?? Inches CLASS Inches Inches Pounds Pounds Pounds Pounds 42 50 0.47 44.50 3960 198.9 - - 42 51 0.53 44.50 4410 224.0 - - 42 52 0.59 44.50 4860 249.1 - - 42 53 0.65 44.50 5310 274.0 - - 42 54 0.71 44.50 5760 298.9 42 55 0.77 44.50 6205 323.7 - - 42 56 0.83 44.50 6650 348.4 - - 48 50 0.51 5080 - - 5430 246.6 48 51 0.58 50.80 - - - 6095 2 80. 0 48 52 0.65 50.80 - - 6765 313.4 48 53 0.72 50.80 - - 7430 346.6 48 54 0.79 50.80 - - 8095 379.8 48 55 0.86 50.80 - - 8755 412.9 48 56 0.93 50.80 - - 9415 445.9 54 50 0.57 57.56 - - 7080 312.3 54 51 0.65 57.56 - - 7945 355.6 54 52 0.73 57.56 - - - - 8810 398.8 54 53 0.81 57.56 - - 9670 411.9 54 54 0.89 57.56 - - - -. 10530 484.9 54 55 0.97 57.56 - - 11390 527.7 54 56 1.05 57.56 - - 12240 570.4 NOTE: Thicknesses and dimensions of 4" through 64" Ductile Iron pipe conform to ANSI/A frWlA C151/A21.51. Weights may very from the standard because of differences in bell weights. 60" and 64" classified as pressure class only. *Tolerance of O.D. of spigot end: 4-12 in., ±0.06 in.; 14-24 in., +0.05 in., -0.0810.; 30-48 in., +0.08 in., -0.06 in.; 54-64 in., +0.04 in., -0.10 in. t Including bell; calculated weight of pipe rounded off to nearest 5 lbs. tt Including bell; average weight, per foot, based on calculated weight of pipe before rounding. U.S. PIPE AND FOUNDRY CO. TYTON JOINT Pipe BRO-003 REVISED 10.08 TYTON JOINT® Pipe 3 I 2008 EDITION P17 Maximum Deflection - Full Length Pipe SIZE Inches MAXIMUM JOINT DEFLECTION Degrees 18 FT. LENGTH 20 FT. LENGTH 18 FT. LENGTH 20 Ft LENGTH 4 50 19 - 206 - 6 5° 19 - 206 - 8 50 19 - 21 - 206 229 10 50 19 - 206 - 12 50 19 21 206 229 14 50 - 19 21 206 229 16 50 19 21 206 229 - 18 5° - 19 - 21 206 229 20 50 - 19 21 206 229 24 50 19 21 206 229 30 51 19 206 - 36 50 - - 19 - - 206 - 42 40 15 - 258 - 48 40 - 17 - 287 54 40 - 17 - 287 60 40 - 17 - 287 64 40 - 17 - 287 U.S. PIPE AND FOUNDRY CO. TYTON JOINT Pipe BRO-003 REVISED 10.08 Lai cc; cc Co EHIIEFI TYTON JOINT ® Pipe 2008 EDITION P18 S Products for Water, Wastewater and Fire Protection Ductile Iron Pipe SIZE RANGE 1YTON JOINT® Pipe 4-64° Ductile Iron Mechanical Joint Pipe 4_12* Ductile Iron TR FLE Pipe 4-64° Ductile Iron Flanged Pipe 3-64" Ductile Iron USIFLEX® Beltless Flexible Joint Pipe - 40_48n Ductile Iron for Subaqueous Installations Restrained Joints TR FLEX® Pipe 4°-64° Ductile Iron MJ FIELD LOK® Gaskets 40_24 FIELD LOK 3500 Gaskets 4-24 FIELD LOK® Gasket 30' & 36' TR FLEX GRIPPER® Rings 4-36 Ductile Iron TR THE FLEX® Assemblies 4-24' Ductile Iron HP LOK TM Restrained Joint 30"-42' Ductile Iron Fittings TYTON® Fittings 14-64' Ductile Iron TRIM rYTON® Fittings 4-12' Ductile Iron TR FLEX® Fittings and TR FLEX® Telescoping Sleeves 4-64 Ductile Iron Mechanical Joint Fittings 3"-48 Ductile Iron TRIM 1YTE®IJ Fittings 3-48' Ductile Iron Flanged Fittings 3-64 Ductile Iron XTRA FLEX Couplings 4-24' Ductile Iron Miscellaneous Products PROTECTO 401 TM Lined Ductile Iron Pipe for 4-64 Ductile Iron Domestic Sewage and Industrial Wastes FLANGETYTE® Gaskets 4-64 Polymeric Linings For all pipe sizes Saddle Outlets Various Ductile Iron Welded Outlets -. Various Ductile Iron Polyethylene Encasement 40_64 Our products are manufactured in conformance with National Standards so that our customers may be assured of getting the performance and longevity they expect. Use of accessories or other appurtenances that do not comply with recognized standards may jeopardize the performance and longevity of the project. U.S. PIPE AND FOUNDRY CO. TYTON IDINT Pipe BRO-003 REVISED 10.08 REGIONAL SALES OFFICES EASTERN REGIONAl. OFFICE (609) 387-6120 (Phone) (609) 387-6050 (Fax) WESTERN REGIONAL OFFICE (815) 725-7168 (Phone) (815) 725-7165 (Fax) PACIFIC COAST REGIONAL OFFICE (510) 441-5800 (Phone) (510) 441-5885 (Fax) SOUTHERN REGIONAL OFFICE (205) 254-7229 (Phone) (205) 254-7009 (Fax) INTERNATIONAL SALES OFFICE (205) 254-7230 (Phone) (205) 254-7274 (Fax) All V.S. Pipe brochures and/or products are subjeci to change without further notice. P.O. BOX 10406 MORE Birmingham, AL 35202 866.OIP.PIPE (866347.7473) JTJw US FAX 205.254.7165 PIPE. PIPE www.uspipe.com El lII LI LI FLANGED PIPE & FITTINGS 2005 EDITION P6 Ductile Iron Flanged Pipe With Threaded Flanges Flange Details SIZE BOLT HOLE BOLT UTY OF .....,' Inches 'OD . BC Dtarneter & Length ' DOLTS 3 7.50 6.00 .75 ± .12 3/4 5/8 x 2-1/2 4 4 9.00 7.50 .94 ± .12 3/4 5/8 x 3 8 -- 6 11.00 9.50 1.00 ± .12 7/8 3/4 x 3-1/2 8 8 13.50 11.75 1.12±12 7/8 314x3-l/2 8 10 16.00 14.25 1.19 .±..12 1 7/8 x 4 12 12 19.00 17.00 1.25 ± .12 1 7/8 x4 12 14 21.00 18.75 1.38 ± .19 1-1/8 lx 4-1/2 12 16 23.50 21.25 1.44 ± .19 1-1/8 1 x4-1/2 16 - 18 25.00 22.75 1.56 ± .19 1-1/4 1-1/8 x 5 16 ------------ 20 27.50 25.00 1.69 ± .19 1-1/4 1-1/8 x 5 20 - 24 32.00 29.50 1.88 ± .19 1-3/8 1-1/4 x 5-1/2 20-- 30 38.75 36.00 2.12 ±..25 1-3/8 1-1/4 x 6-1/2 28 36 46.00 42.75 2.38 ±.25 . 1-5/8 1:1/2 -x 7 32 42 53.00 49.50 2.U-±.25 1-5/8 1-.1/2.x 7-1/2 36 48 59.50 . 56.00 2.75 ± .25 1-5/8 1-1/2 x 8 . 44 54 - - 66.25 62.75 3.00 ± .25 2 1-3/4 x 8-1/2 44 60 73.00 69.25 3.12 ± .25 . 2 1-3/4 x 9 52 64 80.00 76.00 3.38 4:25 2 1-3/4 x 9 52 FACING: Flanges are plain faced without projection or raised face and are furnished smooth or with shallow serrations. BACK FACING: Flanges may be back or spot faced for compliance with flange thickness tolerances. LAYING LENGTH DIMENSIONS: Pipe face-to-face dimensions conform to a tolerance of ±.12" for sizes 3'-64" Fittings face-to-face dimensions conform to a tolerance of ±. 06" for sizes 3"-10" and ±. 12" for sizes 12'64 The largest opening governs the tolerance for all openings. Center-to-face tolerances are one half the face-to-face tolerances. FLANGES: The bolt circle and bolt holes of these flanges match those of ANSI/AIWIA C115/A21.15 and Class 125 flanges shown in ANSI B16.1 and can be joined with A21.15 and Class 125 816.1 flanges. The flanges do not match the Class 250 flanges shown in ANSI B16.1 and cannot be joined with Class 250 B16.1 flanged fittings and valves. U.S. PIPE AND FOUNDRY CO. FLANGED PIPE AND FITTINGS BRO-013 REVISED 11.05 n S miiii'ii FLANGED PIPE & FITTINGS 2005 EDITION P21 Manufacturer's Standard Flanged Fittings 900 Long Radius Bends Ductile Iron NOMINAL PRESSURE WALL B - WEIGHTS SIZE RATING THICKNESS -Inches.",Poujnds Inches psi Inches 3 250 3/8 7-3/4 28 4 350k 1/2 9 48 6 350* 9/16 11-1/2 85 8 350* 5/8 14 145 10 350* 3/4 16-1/2 230 12 350* 13/16 19 350 14 350* 7/8 21-1/2 470 16 350* 1 24 670 18 350* 1-1/16 26-1/2 840 20 350* 1-1/8 29 1080 24 350* .1-1/4 34 1640 Thicknesses and Dimensions Conforming to APiS! B16.1 For sizes larger than 24" contact nearest sales office. For flange details see page 6. * U.S. Pipe rates its 4"-24" pipe and fittings for 350 psi service with use of the FLANGE- TYiECasket. U.S. PIPE AND FOUNDRY CO. FLANGED PIPE AND FITTINGS BRO-013 REVISED 11.05 FireLock® FireLock® products comprise a unique system specifically designed for fire protection services. FireLock full-flow elbows and tees are a CAD-developed, hydrodynamic design that has a shorter center-to-end dimension than standard fittings. A noticeable bulge allows the water to make a smoother turn to maintain similar flow characteristics as standard full flow fittings. FireLock fittings are designed for use exclusively with Style 005 and Style 009 FireLock couplings. Use of other couplings or flange adapters may result in bolt pad interference. Victaulic FireLock fittings pressure ratings conform to the ratings of Victaulic FireLock Style 005 couplings. I MATERIAL SPECIFICATIONS Fitting: Ductile iron conforming to ASTM A-536, grade 65-45-12. Fitting Coating: Orange enamel. Optional: Hot dipped galvanized. I JOB/OWNER CONTRACTOR ENGINEER System No. Submitted By Spec Sect Location ____________________________ Date Approved www.victaulic.com vicTAuLic IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. 0 2009 vICTAULIC COMPANY. ALL RIGHTS RESERVED. REV_H Para . \4tauhc 10.031 10.03 C to " uc I to E I - NO. 003 NO. 002 NO. 006 PS CARBON STEEL PIPE - FIRE PROTECTION PRODUCTS Fireiock® Fittings DIMENSIONS I C to E1 to E NO. 001 14 1.660 0.8 i0.3 32 42.4 21 0.1 1½ 1.900 0.82 0.4 40 48.3 - - - - - . . . - - 21 0.2 2 2.375 2.75 1.7 2.00 1.8 2.75 2.4 0.88 0.6 50 , 60.3 70 0.8 51 0.8 70 1 1.1 22 :0.3 - 2½ 2.875 3.00 3.1 2.25 2.2 3.00 3.6 0.88 1.0 65 73.0 76 1.4 - , 1.0 -. 76 1.6 22 - 0.5 76.1 mm 3.000 3.00 3.30 2.25 2.4 76.1 : 76 1.5 57 1,1 - - - 3 3.500 3.38 4.0 2.50 3.1 3.38 5.3 0.88 . 1.2 80 ' 88.9 86 1.8 64 1,4 86 2.4 22 0.5 108mm 4.250 4.00 5.7 3.00 5.1 4,00 7.5 108.0 102 2.6 76 , 2.3 102 3.4 - - 4 4.500 4.00 6.7 ' 3.00 5.6 4.00 8.7 1.00 2.4 100 114.3 102 3.0 ' 76 2.5 102 3.9 25 1.1 5 5.563 4.88 12.6 3.25 83 4.88 : 15.7 1.00 ' 4.1 125 141.3 . 124 5.7 83 3.8 124 7.1 25 1.9 159 mm 6.250 ' 5.50 12.6 , 3.50 9.2 5.50 17,9 158.8 140 5.7 ' 89 4.2 140 8.0 6 6.625 5.50 18.3 330 11.7 5.50 22.7 - 1.00 5.9 150 168.3 140 8.3 89 53 ,' 140 10.3 - 25 2.7, 8 8.625 ' 6.81 25.5 4.25 20.4 6.94 38.7 1.13 12.7 200 219.1 173 11.6 108 9.3 176 17.6 29 5.8 www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. 8 2009 VICTAULIC COMPANY. ALL RIGHTS RESERVED. IO.03_2 \jtauIac REV_H 10.03 PS CARBON STEEL PIPE - FIRE PROTECTION PRODUCTS FireLock® Fittings FLOW DATA Frictional Size Nominal I Equivalent Feetimeters of .Straight Resistance Straight Pipe t No. 002 Tee size Inches inm 1 V4 1.660 15 0.8 3.7 15 32 42.4 05 0.2 1.1 0.5 1½ 1.900 2.2 1.1 5.5 2.2 40 48.3 0,7 03 1.7 0.7 2 2.375 3.5 1.8 8.5 3.5 50 60.3 -,-,- -------------------------------------------------.. 1.1 0.5 ..-..i ........................... 2.6 1.1 2½ 2.875 4.3 2.2 10.8 4.3 65 73.0 - 1.3 0.7 3.3 1.3 76.1 mm . 3.000 76.1 - 4,5 - 1.4 - 2.3 - - 0.7 11,0 - 3.4 4.5 - , 1.4 - 3 3.500 5.0 2.6 13.0 5.0 80 - 88.9 1.5 - 0.8 ' 4.0 1.5 08 1 mm , 4.250 108.0 - 6.4 2.0 3.2 0.9 15.3 4.7 - 6,4 2.0 4 4.500 6.8 - 3.4 16.0 6.8 100 - 114.3 - 2.1 , 1.0 4.9 2.1 5 5.563 8.5 4.2 21.0 8.5 125 141.3 2.6 1.3 6.4 - 2.6 15 mm 6.250 158.8 9.4 2.9 49 - 1.5 25.0 7.6 9.6 2.9 6 ' 6.625 10.0 5.0 25.0 - 10.0 150 - 168.3 - 3.0 1.5 7.6 3.0 8 200 8.625 219.1 - 13.0 4.0 5.0 - 1.5 - 33.0 10.1 13.0 4.0 The flow data listed is based upon the pressure drop of Schedule 40 pipe. n www.victaulic.com - - VICTAULIC IS REGISTERED TRADEMARK OF vICTAuUC COMPANY. © 2E9 VICTAuLIC COMPANY. ALL RIGHTS RESERVED. JCtUtIC REV_H I0.03_3 GENERAL NOTES NOTE: When assembling FireLock EZ couplings onto end caps, take additional care to make certain the end cap is fully seated against the gasket end stop. For FireLock EZ Style 009 and Style 009V couplings, use FireLock No. 006 end caps containing the "EZ" marking on the inside face or No. 60 end caps containing the "QV EZ" marking on the inside face. Non-Victaulic end cap products shall not be used with Style 009/009V couplings. WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. NOTE This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. III II 1111111111 IIIIIIIII IIIIlII Ill WCAS-7MX2JY For complete contact information, visit www.victaulic.com ji(tauijc 10.03 1539 REV H UPDATED 112009 VICTAULiC is A REGISTERED TRADEMARK OF vicTAuLic COMPANY. © 2009 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 10.03 FireLock® Rigid Coupling STYLE 005 WITH VIC-PLIJSTM GASKET SYSTEM (NORTH AMERICA ONLY) FireLock® Style 005 rigid coupling has a unique, patented angle-pad design which allows the housings to offset while clamping the grooves. By permitting the housings to slide on the angled bolt pads, rigidity is obtained. Support and hanging requirements correspond to NFPA 13 Sprinkler Systems. Angle-pad design permits assembly by removing one nut/bolt and swinging the housing over the gasket. This reduces components to handle during assembly. Style 005 FireLock coupling are designed and recommended for use ONLY on fire protection systems. Vic.PIusTM Gasket System: In North America, Victaulic® offers a gasket system which requires no field lubrication on wet pipe systems that are hydrostatically tested. The VicPlusTM System (patented) is dry, clean, and non-toxic. It reduces assembly time substantially and eliminates the mess and chance of over- lubrication. Please refer to the latest copy of the Victaulic Field Installation Handbook (1-100) for supplemental lubrication requirements and dry pipe fire protection system notes. ii'c and AdS Approved, see noses on page 4 SEE vICTAUUc PUBLICATION 10.01 FOR DETAILS 4CPATENTE0 (~- ske PI t System a LISTING/APPROVALS The information provided below is based on the latest listing and approval data at the time of publication. Listings/Approvals are subject to change and/or additions by the approvals agencies. Contact Victaulic for performance on other pipe and the latest listings and approvals. S C FM approved for service in t ½.- 4' pipe. # UL Listed for service up to 4' pipe only. @ UL Listed for service up to 3 only. JOB/OWNER CONTRACTOR ENGINEER System No. Submitted By Spec Sect Para Location - Approved Date__________________________________ www.victaulic.com ictauI - VICTAULIc IS REGISTERED TRADEMARK OF viclAuLic COMPANY. © 2006 vICTAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. c REV 1 10.02_I IPS CARBON STEEL PIPE - FIRE PROTECTION PRODUCTS FireLock® Rigid Coupling STYLE 005 WITH VIC-PLIJSTM GASKET SYSTEM (NORTH AMERICA ONLY) DIMENSIONS 1002 11/4 1 1.660 350 755 0.05 2-/ x2Y 2.75 4.50 1.88 1.2 32 42.4 2413 3370 1.2 70 114 148 0.5 1112 1.900 350 990 0.05 3.00 4.75 1.88 1.2 40 . 48.3 2413 4415 ' 1.2 2/x2y 76 121 . 148 0.5 2 2.375 350 1550 0.07 2-3/x2½' 3.50 5.25 1.88 1 1.5 50 60.3 2413: 6900 1.7 89133 1481 0.7 21/2 2.875 350 2270 0.07 4.00 5.75 1.88 1.9 65 73.0 2413 ' 10110 1.7 2-/ x2½ 102 146 148 ' .09 ' 76.1 mm 3.000 350 2475 ' 0.07 2 _3/ x2½ 4,13 5.75 1.88 1.9 76.1 2413 11010 1.7 . 105 146 148 0.9 3 3.500 350 3365 0.07 - 2 'Is ; X 2½ 4.63 6.13 1.88 2.1 80 88.9 2413 14985 1.7 . 118 155 148 1.0 4 4.500 350 5565 0.16 2-/ x2½ 7.25 2.13 : 3.1 100 114.3 2413 24770 4.1 146 184 54 1.4 108.0mm 4.250 300 4255 0.16 : 2- x 2/2 5.63 7.25 2.13 3.1 108.0 2068 18940 4.1 143 184 54 1.4 5 ' 5.563 300 7290 0.16 6.88 9.00 2.13 ' 4.5 125 141.3 2068 32445 4.1 ' 2- 112 x 3175 ' 229 54 2.0 133.0mm 5.250 300 . 6495 0.16 2-ha 23/4 6.63 9.00 2.13 4.5 133.0 2068 28900 4.1 168 , 229 54 2.0 139 7mm 5.500 300 7125 0.16 2- ½ x 2/ 6,88 9.00 2.13 4.8 139.7 2068 31715 4.1 175 229 54 . 2.2 6 6.625 300 10340 0.16 8.00 10.00 ' 2.13 5.0 150 168.3 2068 46020 4.1 2 15 3 , ' , 203 i 254 53 , 2.3 1590mm : 6.250 300 9200 0.16 2 ½ 21' ' 7.63 ' 10.00 2.13 5.5 159.02068 40955 4.1 '194 254 54 2.5 , 165.1 mm 6.500 300 9955 0.16 2- 1h x 3 ' 8.15 ' 10.00 2.13 5.5 165.1 2068 44295 4.1 207 254 54 2.5 8 ' 8.625 300 17525 0.19 ' 5/ 43/ ' 10.50 13.14 2.63 11.3 200 219.1 2068 78000 4.8 - . 267 334 67 5.1 Working Pressure and End Load are total, from all internal and external loads, based on standard weight (ANSI) steel pipe, standard roll or cut grooved in accordance with Victaulic specifications. Contact Victaulic for perfor- mance on other pipe. WARNING: FOR ONE TIME FIELD TEST ONLY, the Maximum Joint Working Pressure may be increased to 11/2 times the figures shown. f The allowable pipe separation dimension shown is for system layout purposes only. Style 005 couplings are con- sidered rigid connections and will not accommodate expansion or contraction of the piping system. @ Number of bolts required equals number of housing segments. Metric thread size bolts are available (color coded gold) for all coupling sizes upon request. Contact Victaulic for details. § Style 005 couplings are VdS and LPC Approved to 12 Bar/175 psi. 150.11".11"1 ILUN SIR - 1IJ Rated for wet and dry sprinkler systems at 350 psi/2413kPa for 11/4 - 4/32 - 100 mm sizes and 300 psi /2068 kPa for 4¼ - 8/108 - 200 mm sizes; Schedule 10 roll grooved or Schedule 40 cut or roll grooved steel pipe. Style 005 is rigid and does not accommodate expansion, contraction or angular deflection. www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2006 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. 1O.02_2 REV IPS CARBON STEEL PIPE - FIRE PROTECTION PRODUCTS 10.02 FireLock® Rigid Coupling STYLE 005 WITH VIC-PLUSTM GASKET SYSTEM (NORTH AMERICA ONLY) MATERIAL SPECIFICATIONS Housing: Ductile iron conforming to ASTM A-536, grade 65-45-12. Ductile iron conforming to ASTM A-395, grade 65-45-15, is available upon special request. Housing Coating: Orange enamel (North America); red enamel (Europe) Optional: Hot dipped galvanized Gasket: Grade "E" EPDM - Type A Vic-Plus'° Gasket System (Violet color code). FireLock products have been Listed by Underwriters Laboratories Inc. and Approved by Factory Mutual Research for wet and dry (oil free air) sprinkler services up to the rated working pressure using the Grade "E" Type A Vic-Plus°° Gasket System, requiring no field lubrication for most installation conditions. Grade L" Silicone Recommended for dry heat, air without hydrocarbons to +350°F and certain chemical services. For dry services, Victaulic continues to recommend the use of Grade 'E" Type A FlushSeal® Gasket. Contact Victaulic for details. Bolts/Nuts: Heat-treated plated carbon steel, trackhead meeting the physical and chemical requirements of ASTM A-449 and physical requirements of ASTM A-183. E Standard gasket and FlushSeal gasket approved for dry pipe systems to —40°F/-40°C. Based on typical" pipe surface conditions, supplemental lubricant is recommended for services installed below 0°F/-18°C and for all dry pipe systems or systems to be subjected to air tests prior to being filled with water. Supplemental lubrication may also be required on pipe with raised or undercut weld seams or pipe that has voids and/or cracks at the weld seams. Victaulic continues to recommend the use of FlushSeal gaskets for dry services. www.victaulic.com ,ctau1,c VIcTAULIC IS REGISTERED TRADEMARK OF vicTAuLic COMPANY. © 2006 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. REVI 10.60_3 FireLock® Rigid Coupling STYLE 005 WITH VIC-PLUSTM GASKET SYSTEM (NORTH AMERICA ONLY) GENERAL NOTES WARNING: Depressurize and drain the piping system before attempting to install, remove, or adjust any Victaulic piping products. WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. NOTE This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. INSTALLATION Reference should always be made to the 1-100 Victaulic Field Installation Handbook for the product you are installing. Handbooks are included with each shipment of Victaulic products for complete installation and assembly data, and are available in PDF format on our website at www.victaulic.com. For complete contact information, visit www.victaulic.com 10.02 1538 REV I UPDATED 9/2006 vicTAuuc is A REGISTERED TRADEMARK OF vicTAuLic COMPANY. © 2006 VICTAULIc COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. 10.02 III 111111111 II lIllIllUllIll 111111111ff III WCAS-697KR4 -IiII, Ac-taulice CONTRACTOR ENGINEER Submitted By Spec Sect- Para__________ Date Approved JOB/OWNER System No. Location n STYLE 75 Style 75 is available where moderate pressures are expected or weight considerations are a factor. Up to 50% lighter in weight than the Style 77, the Style 75 coupling is recommended for service up to 500 psi/3450kPa depending on size. Housings are cast in two identical pieces in all sizes. Hot-dip galvanized and special coatings are available for all sizes. The Victaulic standard flexible coupling offering for grade "EHP° or °T" gaskets is the Style 177 installation-ready flexible coupling. For all available sizes, the Style 177 is the standard flexible coupling Victaulic supplies in North America for piping systems using Grade 'EHP" or °T" gaskets. Contact Victaulic for further details. Exaggerated for clarity MATERIAL SPECIFICATIONS Housing: Ductile iron conforming to ASTM A-536, grade 65-45-12. Ductile iron conforming to ASTM A-395, grade 65-45-15, is available upon special request. Housing Coating: Orange enamel. Optional: Hot dipped galvanized and others. Gasket: (specify choice*) Grade "E" EPDM EPDM (Green color code). Temperature range —30°F to +230°F/-34°C to +110°C. Recommended for hot water service within the specified temperature range plus a variety of dilute acids, oil-free air and many chemical services. UL classified in accordance with ANSI/NSF 61 for cold +86°F/+30°C and hot +180°F/+82°C potable water service. NOT RECOMMENDED FOR PETROLEUM SERVICES. Grade "T" nitrile Nitrile (Orange color code). Temperature range —20°F to +180°F/-29°C to +82°C. Recommended for petroleum products, air with oil vapors, vegetable and mineral oils within the specified temperature range; except hot, dry air over +140°F/+60°C and water over +150°F/+66°C. NOT RECOMMENDED FOR HOT WATER SERVICES. * Services listed are General Service Recommendations only. It should be noted that there are services for which these gaskets are not recommended. Reference should always be made to the latest Victaulic Gasket Selection Guide for specific gasket service recommendations and for a listing of services which are not recommended. NOTE: Additional gasket styles are available. Contact Victaulic for details. Bolts/Nuts: Heat-treated plated carbon steel, trackhead meeting the physical and chemical requirements of ASTM A-449 and physical requirements of ASTM A-183. S www.victaulic.com vlcrAuuc IS REGISTERED TRADEMARK OF vIcTAULIC COMPANY,© 2010 VICTAULIC COMPANY. ALL RIGHTS RESERVED.. REV_L A-i __ tauiicr 06.05_i CARBON STEEL PIPE - GROOVED COUPLINGS 06.05 Flexible Coupling STYLE 75 DIMENSIONS 1 1.315 500 680 1 0-0.06 2-43' 0.57 2-%x2 2.38 4.27 1.77 13 25 33.4 3450 3025 0-1.6 48 61 108 45 0.6 1/4 1.660 500 1080 0-0.06 2-10 0.45 2-/2x2 2.68 4.61 1.77 1.4 32 42.2 3450 4805 0-1.6 38 68 117 45 0.6 - 1/2 1.900 500 1420 0-006 1 040 2 / 2 291 482 177 15 40 . 48.3 3450 6320 0 - 1.6 33 - < 74 122 45 0.6 2 2.375 500 2.215 0-0.06 1-3t 0.32 2-~x2 522 1.88 1.7 50 . 60.3 3450 9860 0-1.6 26 87 133 48 1 0.8 2/2 2.875 500 3.245 0-006 1 15 026 2 / 388 568 188 19 65 73.• 3450 14440 0-1.6 22 98 144 48 0.9 76.1 mm 3,000 500 3.535 0-0.06 0.26 2-/sx2 4,00 5.90 1.88 1.9 76.1 3450 15730 0-1,6 22 102 150 48 09 3 3.500 500 4.800 0-0.06 1-2' 0.22 2-V x23/ 4.50 7.00 1.88 2.9 80 88.9 3450 . 21360 0-1.6 . 18 114 178 48 1.3 3/i 4000 500 6300 0-006 0 54 019 2 /2 29' - X 500 750 188 29 90 101.6 3450 28035 0-1.6 - 16 127 191 48 13 4 4500 500 7.950 0-0.13 136' 0.34 2 X 2~ 5.80 8.03 2.13 4.1 100 114.3 3450 35380 - 0-32 .2 - 28 - 147 204 54 1.9 108,0mm 4.250 450 6.380 0-0.13 1 -41 0.35 2-12x70.0 5.55 7.79 2.13 3.7 108.0 3100 28395 0-3.2 , , -, , 29 1 - 141 198 54 1.7 - 4½ 5.000 . 450 8.820 :0013 0.25 6.13 9.43 2.13 5.5 120 1270 3100 39250 0-32 21 - 156 240 54 25 5 5.563 450 10.935 0-0.13 1- 18 0.27 S 2- / x 31/4 6,88 10.07 2.13 5.8 125 , 141.3 3100 48660 0-3.2 , 23 - 175 - 256 54 2.6 133,0mm 5250 450 9.735 0-0.13 - 1 -21 0.28 2-16x82.5 6.55 9.37 2.13 . 6.0 133.0 3100 43325 0--3.2 24 166 238 54 2.7 139.7mm 5500 450 10.665 0-0.13 - 1-18 0.28 . 2-/ix3/i 6.80 9.59 2.13 6.3 - 139.7 3100 47460, - - 0-3.2 - 24 173 244 - 54 2.9 - 152.4mm 6000 450 12.735 0-013 1 -12 021 2- x3,4 738 1048 188 62 - 152.4 3100 56670 - 0-3.2 - - 18 , - - 187266 48 2.8 6 6.625 450 : 15.525 0-0.13 : 0.23 2- x3V 8.00 11.07 2.13 7.0 150 - 1683 .3100 - 69085 : 0-3.2 - 18 203281 54 . 32 159.0mm 6.250 450 13800 0-013 1 -9 : 024 2- 16x82.5 763 1049 213 68 . 159.0 3100 61405 0-3.2 20 , 194 266 54 3.1 ' 8 8.625 450 . 26.280 0-0,13 o.-so . 0.18 2-i' x4V 1034 13.97 2.32 12.4 200 - - 219.1 3100 : 116945 0-32 14 263 355 59 5.6 Working Pressure and End Load are total, from all internal and external loads, based on standard weight (ANSI) steel pipe, standard roll or cut grooved in accordance with Victaulic specifications. Contact Victaulic for performance on other pipe. WARNING: FOR ONE TIME FIELD TEST ONLY, the Maximum Joint Working Pressure may be increased to 1112 times the figures shown. t Allowable Pipe End Separation and Deflection figures show the maximum nominal range of movement available at each joint for standard roll grooved pipe. Figures for standard cut grooved pipe may be doubled. These figures are maximums; for design and installation purposes these figures should be reduced by: 50% for 1/4 - 3 1/2720 - 90 mm; 25% for 47100 mm and larger. @ Number of bolts required equals number of housing segments. Metric thread size bolts are available (color coded gold) for all coupling sizes upon request. Contact Victaulic for details. www.victaulic.com AC.-tau-iia VICTAULIC ISA REGISTERED TRADEMARK OF VICTAIJLICCOMPANY. 2010VICTAULIC COMPANY. ALL RIGHTS RESERVED.. 06.05..2 REVL STYLE 75 WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. NOTE This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. INSTALLATION Reference should always be made to the 1-100 Victaulic Field Installation Handbook for the product you are installing. Handbooks are included with each shipment of Victaulic products for complete installation and assembly data, and are available in PDF format on our website at www.victaulic.com. I For complete contact information, viit www.victaulic.com 06.05 1470 REV I UPDATED 612010 \/tauIic0 VICTAULIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. 0 2010 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 06.05 MechanicaIT® STYLES 920 AND 920N Victaulic MechanicalT® Outlet provides a direct branch connection at any location a hole can be cut in pipe. The hole is cut oversize to receive a "holefinder" locating collar which secures the outlet in position permanently. A pressure responsive gasket seals on the pipe O.D. Cross-type connections can be achieved by utilizing two upper housings of the same style and size, with the same or differing branch size connections. NOTE: Style 920 and Style 920N housings cannot be mated to each other to achieve a cross connection. Style 920 and Style 920N Mechanical-T outlets are available with grooved or female threaded outlet. Specify choice on order. Units are supplied painted with plated bolts. Galvanized hous- ings are available, supplied with plated bolts. All sizes of Style 920 and 920N are rated at 500 psi/3450 kPa working pressure on Schedule 10 and 40 carbon steel pipe. They may also be used on high density polyethylene or poly- butylene (HDPE) pipe. Pressure ratings on HOPE are dependent on the pipe rating. Contact Victaulic for ratings on other pipe. Style 920 and 920N are not recommended for use on PVC plastic pipe. Standard piping practices dictate that the Mechanical-T Styles 920 and 920N must be installed so that the main and branch connections are a true 90° angle when permanently attached to the pipeline surface. Additionally, the Vic-Tap Il® hole cutting tool, which allows for hole cutting capabilities on pressurized systems, utilizes the Style 920 Mechanical-T in conjunction with the Series 726 Vic-Ball Valve to create the Style 931 Vic-Tap II Mechanical-T unit. See page 8 for further information. 'I STYLE 920 CROSS PATENTED STYLES 920 AND 920N MATERIAL SPECIFICATIONS Housing/Coating: Ductile iron conforming to ASTM A-536, grade 65-45-12, with orange enamel coating. Ductile iron conforming to ASTM A-395, grade 65-45-15, is available upon special request. Optional: Hot dipped galvanized Gasket: (Specify Choice*) Grade "E" EPDM EPDM (Green color code). Temperature range —30°F to +230°F/-34°C to +110°C. Recommended for cold and hot water service within the specified temperature range plus a variety of dilute acids, oil-free air and many chemical services. UL Classified in accordance with ANSI/NSF 61 for cold +86°F/+30°C and hot +180°F/+82°C. NOT RECOMMENDED FOR PETROLEUM SERVICES. Grade "T" nitrile Nitrile (Orange color code). Temperature range —20°F to +180°F/-29°C to +82°C. Recommended for petroleum products, air with oil vapors, vegetable and mineral oils within the specified temperature range. Not recommended for hot water services over +150°F/+66°C or for hot dry air over +140°F/+60°C. *Services listed are General Service Recommendations only. It should be noted that there are services for which these gaskets are not recommended. Reference should always be made to the latest Victaulic Gasket Selection Guide for specific gasket service recommendations and for a listing of services which are not recommended. Bolts/Nuts: Heat-treated plated carbon steel, trackhead meeting the physical and chemical requirements of ASTM A-449 and physical requirements of ASTM A-183. JOB/OWNER CONTRACTOR ENGINEER System No. Submitted By Spec Sect— Para__________ Location Date Approved Date www.victaulic.com viclAuLic IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2010 vICTAULIC COMPANY. ALL RIGHTS RESERVED. REV_K \4taulicr 11.02_i CARBON STEEL PIPE - HOLE CUT PRODUCTS 11.02 Mechanical-I® Bolted Branch Outlets • STYLES 920 AND 920N DIMENSIONS Y Z O 2 ½(a)a g2ON!500i.1502.00i2.53i 1.61 5.35 2.75 3.1 50 X 15 3450i381: 51 64 1 41 136 70 1.5 1 I ~(a)a 500 1.50 1.97 2.53 1.61 5.35 2.75 3.1 4 20 3450 38.1 50 64 - 41 136 70 1.5 - -- 1)a)a 920N 1.501.85 2.53 1.61 5.35 2.753.0 25 ........5P 38.1 47 ..._. ......1.4 . 920N 500 1.75 ' 2.05 2.75 3.00 1.61 5.35 3.00 3.5 3.2 GROOVED OUTLET 32 3450 44.5 52 70 76 41 -. 136 .76 .... 1½(a)tD 920¼ 500 1.75 2.03 2.75 3,12 1.61 5.35 3.25 3.6 3.2 40 3450 44.5 52 70 79 41 136 83 1.7 1.5 z 2½½(a)5D 920N 500 1,502.21 2.74 - 91,82i5.64 2.75 3.0 46 143 70 1.4 3450 381 56 70 65 15 500 1, 2.18 2J 2.75 ' V 20 50 38.1 55 70 46 143 70 1.4 1 (a) 920N 500 - 1 50 206 274 1.82 564 275 29 4 25 .345038.152 70 46i14370.1.4 W 1¼t)a)U 500 1.75 2.30 3.00 3.25 1.82 6.29 3.00 . 3.5 3.2 32 920N 3450 44.5 58 76 83 46 160 76 1.7 1.5 1½4(a)U 500 2.00 2.28 . 3.00 3.25 1.82 626 3.25 3.6 3.3 FEMALE THREADED OUTLET 40 920¼ - 3450 , 50.8 58 76 83 - 46 159 83 1.7 .1 1.6 ½(a) 920¼ 300.1502.22 2.75 2.25 6.46 3.18 3.9 76.1 x 15 2065 38.1 56 70 - 57 164 81 1.8 Provides a direct branch connection at 14 (a) I 920¼ 300 1.50 2.19 2.75 - 2.25 6.46 3.18 ' 3.9 - any location where a hole can be cut 20 .. 2065 , 38.1 56 70 57 164 , 81 , 1.8 in the pipe 1(a) 920N 300 1.50 2.07 2.75 ' - .2.25 6.46 3.18 3.8 - 25 ' 2065 . 38.1 53 70 , 57 164 81 ' 1.7 A pressure responsive gasket provides 1¼ (a) 920¼ 500 1,75 2.30 3.00 3.31 1.92 6.29 3.00 3.5 . 3.2 the seal --- , 3450 445 58 76 84 , 49 160 - 76 1.6 1.5 115 (a)U 920¼ 500 2.00 2.28 3,00 3.31 1.92 6.29 ' 3.25 3.5 3.3 Request Publication 11.03 for 40 . 3450 50.8 ..?6 84 160 83 -. 1.6 1.5 Mechanical-T cross assemblies 3 x ½(a)D 80 920N 500 1.50 , 252 325 128 65 175 . 3.4 3450 38.115 Pressure rated up to 500 psi/3450 kPa Y, (a) 920¼ ,500 150 ' 2.49 3.05 - , 2.28 6.15 2.75 3.4 - on steel pipe; also available for use 3450 3B , , ..., 58 156 ....... with HDPE le 1(a) 920N 500 1502.38 3.06 - 2.28 6.15:2.75 3.3 pipe 25 3450 38.1 61 78 , 58 156 70 1.6 Sizes from 2 x ½750 x 15 mm 1 ¼ (a) fU 920N 500 1,75 2.55 3.25 3.56 2.28 6.15 3.00 : 3.8 , 3.7 4i200Xloomm 32 (b) . , 3.40 44..65 .,8 90 , 58 ,; 156 76 :, 1.8 1.8 through 8x 1½(3)3U 920¼ 500 2.00 2.78 3.50 3.56 i 2.28 6,15 3.25 4.1 3.8 40(b) 3450 50.8 71 89 90 58 1 156 ' 83 1.9 1.8 2)a)U ON 500250 2,753.50 3.s62.28I6.753.88;4.9:4.6 50 92 '3450 63.57089 90;58172992.3;2.1 315 x 2 0500 2,503.00 3.75 2.44 6.72 3.88 3.8 90 92 N 3450 : 635 76 ' 95 62 171 99 - 1.8 IMPORTANT NOTES: I TABLE CONTINUED ON PG. 3 Style 920 and Style 920N housings cannot be Center of run to engaged pipe end, female threaded outlet only (dimensions approximate). mated to one another t Available with grooved or female threaded outlet. Specify choice on order. to achieve cross connections. * Center of run to end of fitting. 8 Female threaded outlets are available to NPT and BSPT specifications. @ See page 7 for Fire Protection approvals and pressure ratings. (a) British Standard female pipe threaded outlet is available as listed. Specify BSPT clearly on order. (b)For 76.1 mm threaded outlet, specify 21/2" BSPT clearly on order. § Vds approved for fire protection services LPCB approved for fire protection services 0 Approved for use in China by Tianjin Approvals Company. www.victaulic.com vlclAuuc IS REGISTERED TRADEMARK OF vicTAuLic COMPANY. 2010 vicTAuLic COMPANY. ALL RIGHTS RESERVED. A-c-tall 11.02_2 REV_K CARBON STEEL PIPE - HOLE CUT PRODUCTS 11.02 Mechanical-I® Bolted Branch Outlets STYLES 920 AND 920N DIMENSIONS 4 Y ) 4-Z -+ O + TABLE CONTINUED FROM PAGE 2 920N51130:303i336!_2,697.01l2j5l3,7 I 100 15 3450 38.1i77;90 68178705 1.8 - ~(a) 920¼ 500130300356 269 7.01 2.75 1 3.7 - - 20 3450 38.1 76 90 68 178 70 1 1.8 920¼ 500 1.502.883,56 2.69 7.01 2.753.6 25 3450 38.1 73 90 - 68 178 70 1.8 - GROOVED OU'fl.fl 1¼ (a) tri 920N 500 1.75 3.08 3.78 4.00 2.69 7.01 3.00 4.0 3.6 32(b) 345044.578 96.102.68l178 76J1.9i1.8 500 2.00'3.284.004,00.2.69701 3.254.2l3.9 z 40 (b) .... 9• 50.8 83 102, 102 68 1 178 83 2.0 1.9 2(a)t 920N 500 ' 250 325 400 400 . 269 701388 ' 46 50 3450 63.5 83 102 102 68 178 99 2.3 2.1 V 25(a)t 500 275 288 400 400 269 734 463 58 50 1 65 920 3450 69.9 73102 102 68186i118.2623 76.1 mm 920 500 2.75 .2.88 4.00 2.69i7.34J4.63i 6.4 3450 69.9 73 - 102 68 186 118 - 2.9 3(a)t 500 3.50i3.31 4.50:4.12:2.697.73l5.1218.4 i 64 80 920 3450 88.9 84 114 105 68 1 196 130 3.8 . 2.9 FEMALE THREADED OUTLET 1080 114 (aIG 920N 5001.75 3.08 3.78 2.63 7.64 3.05 5.0 32 ..........3450 443.:.896 - 67.194S782.3l l½(a) 500 2,003.28 4.00 2.6357.641335:5.0 g2 5 Provides a direct branch connection at 40 0N 3450 50.8 83 102 - 67 194 I 83 2.3 any location where a hole can be cut 2(a) 920N 500 2.50 3.25 4.00 2.63 7.64 4.00 4.0 in the pipe SO 345063.5,83 102 67.1941021.9 76.1 92 500 2.75 2.88 4.00 4.00 2.63 7.64 4.29 8.0 7.8 A pressure responsive gasket provides mm 3450 - 69.9 73 102 102 67 194 . 109 3.6 . 3.5 the seal 3(a) 920 500 3.50 331 4.50 4.50 2.63 ' 7.63 4.88 6.8 ' 6.5 80 3450 88.9 84 114 114 67 194 5 124 3.1 3.0 Request Publication 11.03 for s 1½(at 920 500 2.00 4.03 4.75 475 3.16 9.70 3.69 7.4 7.6 Mechanical-T cross assemblies 125 40 ..........345050.8 ..?......121 121 ...246 94 , 2(a)t 920 5002504.00 4.75 4.75 3.1619.70i4.38i8,2:8.0 Pressure rated up to 500 psi/3450kPa 50 , 3,450 63.5 102 , 121 121 80 246 iii 33 3.6 on steel pipe' also available for use 21i (a) t 500 2,75 3.63 S 4,75 4,75 . 3.16 9.70 4.63 8.3 7.9 with HDPE pipe _65 920 _ 3450 ....9 ., 121 121 80 246 118 3.8 3.6 761 92° 500 2,753.75 4.753.169.704.63! :80 Sizes from 2x½°/50x15mm .i21. 69.9 95 121 80 246 118 - , 3.6 through 8 x 4/200 x 100mm 3)t 920 500 3.50 . 3.81 500 4.63 3.16 80 3450 88.9 97 127 118 80 246 135 3.8 J: 4.0 2 ¼ 500 2,503.75 4.50 3.17;8.003.88:8.o 92 ; 133.0 x 50 0 3450 635 ' 95 114 81 203 99 3.6 - 3 500 3.50 3.81 5.00 3.00l9.4615.318.OI 80 920345088997127 '76240j1353.6l TABLE CONTINUED ON PG. 4 IMPORTANT NOTES: Center of run to engaged pipe end, female threaded outlet only (dimensions approximate). Style 920 and Style 920N housings cannot be t Available with grooved or female threaded outlet. Specify choice on order. mated to one another * Center of run to end of fitting. to achieve cross connections. 6 Female threaded outlets are available to NPT and BSPT specifications. @ See page 7 for Fire Protection approvals and pressure ratings. British Standard female pipe threaded outlet is available as listed. Specify BSPT clearly on order. For 76.1 mm threaded outlet, specify 2½" BSPT clearly on order. § Vds approved for fire protection services o LPCB approved for fire protection services 0 Approved for use in China by Tianjin Approvals Company. www.victaulic.com viclAuLic is A REGISTERED TRADEMARK OF vICTAULIC COMPANY. © 2010 vICTAULic COMPANY. ALL RIGHTS RESERVED. REV_K I Ii Ac -ts -U1 i d 11.02_3 GROOVED OUTLET FEMALE THREADED OUTLET 920N 350 soB g if " 920N 500 2.50 3.75 4.50 3450 63.5 95 114 920N 500 1.75 4,43 ' 513 3450 44.5 112 130 920N 500 2.00 4.40 5.13 3450 50.8 112 130 920N 500 2.50 4.38 5.13 3450 63,5 111 130 920 500 2.75 4.15 3450 69.9 105 - 920 500 3.50 4.31 5.50 3450 88.9 110 140 - 84 1 209 83 3.2 - 3.30 8.23 3,88 9.0 - 84 209 99 4.1 - 513 1 3.79 9.15 3.25 5.1 4.8 130 96 ' 232 83 2.3 2.2 5,13 3.79 9.15 3.25 5.4 5.1 130 96 232 83 2.4 2.3 5.13 3.79 9,15 3.88 6.0 5.6 130 , 96 232 99 2.7 2.5 5.21 3.69 10.31 4.63 i 8.4 132 94 267 118 3.8 5,13 3.69 10.51 5.31 9.9 8.4 130 94 267 135 4.5 ' 3.8 TABLE CONTINUED FROM PAGE 3 cflfl )UO 450 nn R75 3 2 1 70 4(a)fa 5004.50 3.81 5.755.383.6910.51l6.2510,1i10.1 100 920 3450 114.3 97 146 137 94 267 : 159 4.6 ' 4.6 155(a) 500 2.00 4AI 5.13 3.63i9.403,257,8 159.0 x 40 920N 3450 50.8 112 130 - 92 239 83 3.5 - 2(a) 500 2.50 4.38 5,13 :3•539•4o3•888•0i 50 2 920N 3450 63.5 111 130 92 ' 239 . 99 3.6 - 139.7 >< 1 1/2 t 40 2t 50 6 X. 1'/da) 150 32 (b) 1 /2 (a) to 40(b) 2(a(f 50 76.1 mm 3 (a) f 80 CARBON STEEL PIPE - HOLE CUT PRODUCTS 11.02 Mechanical-I® Bolted Branch Outlets STYLES 920 AND 920N DIMENSIONS fl Provides a direct branch connection at 76.1mm 500:275 4.38 550 5,13i3,639,40 4•63.9,5,9,5 920 3450 69.9 111 140 130 1 92 , 239 118 4.3 4.3 any location where a hole can be cut 3 920 500 3.50 4.31 5.50 5.13 3.63 9.40 5.31 8.1 14.0 in the pipe 80 3450 88.9 110 140 130 92 ' 239 135 3.7 ' 6.4 A pressure responsive gasket provides 108.0 mm 500 4.50 445 5.38 363 920 3450 114.3 ' 113 - 137 92 940 612 100 239 155 -4.5 the seal 4 920 500 4.50 3.81 5.75 . 3.63 9.40 . 6.25 18.0 100 3450114.3 96.80 146 :92239i1598.2 Request Publication 11.03 for TABLE CONTINUED ON PG. 5 Mechanical-T cross assemblies Center of run to engaged pipe end, female threaded outlet only (dimensions approximate). Pressure rated up to 500 psi/3450 kPa t Available with grooved or female threaded outlet. Specify choice on order. on steel pipe; also available for use * Center of run to end of fitting. with HDPE pipe 41 Female threaded outlets are available to NPT and BSPT specifications. @ See page 7 for Fire Protection approvals and pressure ratings. Sizes from 2 x 1/2150 x 15 mm (a) British Standard female pipe threaded outlet is available as listed. Specify BSPT clearly on order. through 8 x 4/200 X 100mm (b)For 76.1 mm threaded outlet, specify 21/2' BSPT clearly on order. § Vds approved for fire protection services o LPCB approved for fire protection services 0 Approved for use in China by Tianjin Approvals Company. IMPORTANT NOTES: Style 920 and Style 920N housings cannot be mated to one another to achieve cross connections. www.victaulic.com vIcTAuLIC ISA REGISTERED TRADEMARK OF vIcTAULIC COMPANY. '02010 vlclAuLlc COMPANY. ALL RIGHTS RESERVED. 11.02_4 4tauIic REVK CARBON STEEL PIPE - HOLE CUT PRODUCTS 11.02 Mechanical-i® Bolted Branch Outlets STYLES 920 AND 920N DIMENSIONS GROOVED OUTLET FEMALE THREADED OUTLET Provides a direct branch connection at any location where a hole can be cut in the pipe A pressure responsive gasket provides the seal Request Publication 11.03 for Mechanical-T cross assemblies Pressure rated up to 500 psi/3450 kPa on steel pipe; also available for use with HDPE pipe Sizes from 2 x ½°/50 x 15mm through 8 x 4/200 x 100 mm TABLE CONTINUED FROM PAGE 4 1651x 1 92014 soo:i.so;3.88456:;3.7919.3412.75i8.oi 25 345038.199116 ..,96 L.? I 70 3.6 1¼u 920N 500 1.75 4.43 5.13 - 3.79 9.34 3.25 8'4 32 : 3450 44.5 113 130 96 237 83 3.8 1½(a)fg2014 500:2.00 4.415.135.13 3.7919.343.25i8,454 40 3450 50.8 112 130 130 1 96 237 1 83 3.8 2.4 2(a)-I 92014 500 2.50 4.385.135.13.3.79i9.34i3.888.5:e0 50 3450'63.5111130'13096237i99 1 39:27 761 mm 920 500 2.75401 5.13 5.21 3.6310.514.63,8.67,6 3450 69.9 . 110 130 132 92 267 118 3.9 1 3.4 3(a) te 920 500 . 3.50 4.31 5.50 5.13 3.63 1 10.51 5.31 1 10.2 8.4 80 3450 88.9 ito 140 130 92 ' 267 135 . 4.6 3.8 4 (a) to 920 500 4.50 3815.75 5.383.6310.51:6.251O.58,4 100 3450 , 114.3 97 146 137 92 267 : 159 4.8 3.8 8 2(a)f X 920500 2.75544 6.19 6.25.4.81:12.42:4.50:rr.6111.6 200 50 3450 69.9 138 157 - 159 - 122 316 114 : 5.3 5.3 21/2(a)t 920 500 2.755.O7'6.19 6.19,4.8112.424.5011.611,6 65 - 3450 69.9 129 - 157 157 . 122 316 114 1 5.3 5.3 76.lmrna 920 5002.755.25 .6.25 4.8112.4214.56; 11.6 3450 69.9 133 159 122316116i_ 5.3 3(a) tn 920 500 3.50 5,31 6.50 6.50 4.81 12.42 5.31 12.6 : 11.6 80 3450 88.9 - - 135 165 165 - - 122 316 ' 135 5•7 : 53 4 (a) 'fu 920 500 - 430 - 4.81 6.75 6.38 4.81 - 12.42 6.25 : 15.3 12.5 100 3450 114.3 122 171 162 122 316 159 6.9 - 5.7 Center of run to engaged pipe end, female threaded outlet only (dimensions approximate). t Available with grooved or female threaded outlet. Specify choice on order. * Center of run to end of fitting. Female threaded outlets are available to NPT and BSPT specifications. @ See page 7 for Fire Protection approvals and pressure ratings. (a) British Standard female pipe threaded outlet is available as listed. Specify BSPT clearly on order (b)For 76.1 mm threaded outlet, specify 21/2 BSPT clearly on order. - Vds approved for fire protection services LPCB approved for fire protection services 0 Approved for use in China by Tianjin Approvals Company IMPORTANT NOTES: Style 920 and Style 920N housings cannot be mated to each other to achieve cross connections. www.victaulic.com vicTAuLic IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2010 VICTAULIC COMPANY. ALL RIGHTS RESERVED. REV_K \j'tauIic 11 .025 FLOW DATA Ono Exaggerated for clarity CARBON STEEL PIPE - HOLE CUT PRODUCTS 11.02 Mechanical-I® Bolted Branch Outlets STYLES 920 AND 920N Flow test data has shown that the total head loss between point (1) and (2) for the Style 920, 920N and 929 Mechanical_i® fittings can best be expressed in terms of the pressure difference across the inlet and branch. The pressure difference can be obtained from the relationship below. Cv and Ky Values Values for flow of water at +60°F/-i-16°C are shown in the table below. Formulas for Cv IV, Values: = Where: p = (Y Where: C Q = Flow (GPM) Q = Flow (m'/h) Q = ç x = Pressure Drop (psi) C Flow Coefficient LP = Pressure Drop (bar) = a = K x kiii K, = Flow Coefficient I Hazen-Williams coefficient of friction is 120. "Pipe with a wall thickness of 0.165irc/4.2mm. www.victaulic.com VICTAULIC S A REGISTERED TRADEMARK OF vICTAULIC COMPANY. © 2010 vIcTAuLIc COMPANY. ALL RIGHTS RESERVED. A-Cta-ulid 11.02_6 REV_K CARBON STEEL PIPE - HOLE CUT PRODUCTS 11.02 Mechanical T® Bolted Branch Outlets STYLES 920 AND 920N FIRE PROTECTION APPROVALS AND PRESSURE RATINGS 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. 21/2 -6 2.875 - 6.625 All 40 400 400 400 232 362 65-150 73.0-168.3 2.875 - 4.500 All : DF 2755 300 2755 300 2755 300 1999 290 1599 232 2496 362 21/2-4 65-100 73.0-114.3 2.875 - 4.500 All SF 2065 300 2065 300 2065 300 1999 290 1599 232 2496 362 21/2-4 65-100 73.0-114.3 6.625 4 2065 - 300 2065 300 2065 - 250 1999 290 1599 232 2496 362 6 150 168.3 6.625 34 30,40 2065 300 2065 300 1724 300 1999 - 290 1599 232 2496 362 6 150 1683 8.625 21/2 10,40 2065 400 2065 - 2065 - 1999 - 1599 145 2496 8 200 219.1 8.625 34 10 2755 300 - . 250 - 1000 145 - 8 200 219.1 8.625 - 3040 2065 300 - 1724 300 - 1000 145 - - - 8 200 219.1 2065 2065 1000 NOTES: 10 refers to Listed/Approved Schedule 10 steel sprinkler pipe. 40 refers to Listed/Approved Schedule 40 steel sprinkler pipe. OF refers to Listed/Approved Dyna-Flow steel sprinkler pipe manufactured by American Tube Company. SF refers to Listed/Approved Super-Flo steel sprinkler pipe manufactured by Allied Tube and Conduit Corporation. VIC-TAP If HOLE CUTTING TOOL FOR 4 - 8/100 - 200 MM CARBON STEEL PIPE The Vic-Tap II hole cutting tool is designed for use with the Style 931 Vic-Tap II Mechanical-T unit, which is a combination of the Style 920 Mechanical-T and Series 726 Vic-Ball Valve. The Vic-Tap II is capable of tapping into carbon steel pipe systems under pressures up to 500 psi/345OkPa. The Style 931 Vic-Tap II Mechanical-T unit is a full port ball valve which can be mounted on 47100mm, 57125 mm, 6"/150mm and 87200 mm diameter pipe. The Style 931 comes with a 21h'/65mm grooved outlet. The drill motor is an electric motor with ground fault circuit interrupter (GFCl) in accordance with safety codes. For more information, refer to publication 24.01. www.victaulic.com vicrAuLic IS REGISTERED TRADEMARK OF ViclAuLic COMPANY. © 2010 ViCTAULIC COMPANY. ALL RIGHTS RESERVED. REV_K ,,htUiicr 11.02_7 Mechanical -TO STYLES 920 AND 920N INSTALLATION Reference should always be made to the 1-100 Victaulic Field Installation Handbook for the product you are installing. Handbooks are included with each shipment of Victaulic products for complete installation and assembly data, and are available in PDF format on our website at www.victaulic.com. WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. NOTE This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. For complete contact information, visit www.victaulic.com 11.02 1480 REV K UPDATED 4/2010 \4taulic VICTAULIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. C 2010 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 11.02_K S Not less than ? nominal width Wood Flood No pre-drilling required. Quick to install using the Sammy Nut Driver with an 18V cordless drill/driver. Saves time from traditional methods. Reduces installation costs. Made in the U.S.A. Wafra Yideo demonsfrt,on www.itwbulldex.comJ i - #14 Black Nut Driver Part # 81139 10 i . #14 SW Red Nut Driver Part# 8114910 1/4" 8002957 GST 100 1/4 x1" 210 (7/16OSB) 25 125 1/4' 8004957 GST 300 1/4x3" 2060 (Fir) 25 125 3/8' 8007957- tGSTI 3/8' 8008957 GST 20 1/4 x 2 1760 (Fir) 850 1475 25 125 3/8" 8009925 GST 25-380 3/8x2-1/2" 2113 (Fir) 1500 25 125 3/8" 8069925 GST 30-SS 1/4x3" 2060 (Fir) 25 125 1/2" 8013925 GST2 1/4x2" 1760 (Fir) 25 125 kz 112 8015925 GST3 1/4x3" 2275 (Fir) 25 125 . 1 -1= / [UA \Y SPECIAL NUT DRIVER SYSTEM: The nut drivers were designed with a unique spin-off feature which provides a fast and safe installation each time. When the face of the driver comes into contact with the material you are installing into, continue drilling until nut driver spins free. Installation is then complete. Warranty requires the use of the appropriate nut driver for installations. A IrFloor Joist Minimum 2-l/2 bottom for branch lines. Minimum 3 from bot- tom for mainlines. Exception: This requirement shall not apply to 2" or thicker nailing ships resting on top of steel beams. No pre-drilling required. Quick to install using the Sammy Nut Driver with an 18V cordless drill/driver. Saves time from traditional methods. Reduces installation costs. Made in the U.S.A. Not less than 2" nominal width (1-1/2") up to 3-1/2 pipe; not less than 3'(2-1/21 nominal width 4& 5" pipe 4 ltuttha eduo demunstralter\ www.itwbulldex.comj VLHORIZONTAL MI]Sla r 1/4" 8019957 SWG 200 1/4 a 2 1725 (Fir) 25 125 I MWE 29 e I 4l. 3/8" 8021957 SWG 20 1/4 x2 1725 (Fir) 1050 25 125 I 27, I 3/8' 8022925 SWG 25-380 3/8x 2-1/7 2249 (Fir) 1500 25 125 #14 SW Red mg Nut Driver Part # 81 14910 "May require pre-drilling; consult joist manufacturer. }#14 Black Nut Driver - Part # 8113910 I #14 SH Orange Nut Driver Part # 8273910 3/8"" 8269957 SH-GST/CST20 5/16x1-3/4 May require pre-drilling; consult joist manufacturer. 1050 1903 Dim. Lumber 1500 1406 @ 4501f vertical 850 @ 45 Dim. Lumber 1475 25 125 25 125 Fig. 4- Standard Pipe Clamp Fig. 4F - Standard Pipe Clamp Felt Lined Fig. 4PVC - Standard Pipe Clamp PVC Coated Component of State of California OSHPD Approved Seismic Restraints System CUS U$T!D Size Range - (Fig. 4) Size 1/2 thru 30" pipe. Size Range - (Fig. 4F) Size 1/2" thru 21/2" copper tubing Material - Carbon Steel Function - Recommended for the suspension of non-insulated pipe or insulated pipe with Fig. 220 shields. (Use Fig. 330 Weldless Eye Nut, Fig. 102 Eye Rod or Fig. 101 Welded Eye Rod.) Also recommended for attachment of sway bracing up to 31/2" pipe size, for larger pipe sizes use Fig. 4A. Fig. 4F and Fig. 4PVC are designed to reduce noise and vibration and/or prevent electrolysis. Approvals - Underwriters' Laboratories Listed in the USA (UL), Canada (cUL) 1/2". 811 , and approved by Factory Mutual Engineering, 3/4" - 8". Federal Specification WW-H-171E, Type 4, 11/2" thru 24" and Manufacturers Standardization Society SP-69, Type 4. Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spac- ing and placement information relating to OSHPD projects, please refer Fig. 4 to the TOLCO Seismic Restraint Systems Guidelines. Note - When the Fig. 4 is used as a sway brace, to ensure performance,; the UL Listing requires that it must be used with other TOLCO® / _____________ brace products. '\ I Maximum Temperature - 750°F Finish - Plain Note - Available in Electro-Galvanized and HDG finish or Stainless Steel materials. Order By - Figure number, pipe size and finish. Fig. 4F Order Note - When ordering Fig. 4F allow for 3/16" felt on each half of clamp. Fig. 4PVC Dimensions • Weights Pipe Max. Design Load Lbs. Size A B C D For Service Temp. Approx. Bolt Size 6500 750°F WtJ100 1/2 37A6 1/4 11/8 11/8 5/16 500 445 29 3/4 3A6 1/4 11/4 11/4 5/16 500 445 31 1 3/16 1/4 11/4 1,16 5/16 500 445 35 11/4 46 3/8 13/8 111A6 5/16 500 445 40 1½ 49/16 3/8 l/8 17/8 5/16 800 715 42 2° 5M 3/8 2 21/4 3/8 1040 930 93 21h* 6/is 3/8 21/2 23/4 1/2 1040 930 126 3* 7 3/8 23/4 31A6 1/2 1040 930 141 31h* 711A6 3/8 31/8 33A 1/2 1040 930 154 4 81h 5/8 36 311A6 1/2 1040 930 229 5 93/4 3/4 3/ 43/8 5/8 1040 930 261 6 115/8 3/4 47/8 51,4 3/4 1615 1440 537 8 13,16 1 55,4 6 3/4 1615 1440 625 10 161h 1 71/4 71/4 . 7/8 2490 2220 1378 12 181h 1 81/4 81/4 7/8 2490 2220 1574 14 20 1½ 9 9 7/8 2490 2220 2103 16 23 11/8 10114 101/4 7/8 2490 2220 2314 18 25/e 11/4 11½ 11½ 1 3060 2730 3276 20 28 13/8 121/2 121/2 11/8 3060 2730 3863 24 331/2 1/8 151/4 151/4 11/4 3060 2730 5222 30 41/s 2 19 19 1/4 3500 3360 10511 'Meets UL 203A requirements for attachment of sway bracing. Horizontal design load for 1/2°-2' - 380#, 21/2 - 395#, 3' - 435#, 31/2 - 540# OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.7375599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.786.5266 Www.tolco.com Fig. 25 - Surge Restrainer Scs Size Range - One size fits 3/4" thru 2" pipe. Material - Steel Function - Designed to be used in conjunction with TOLCOTM Band Hangers to restrict the upward movement of piping as it occurs during sprinkler head activation or earthquake type activity. The surge restrainer is easily and efficiently installed by snapping into a locking position on the bank hanger. This product is intended to satisfy the requirements as indicated in the National Fire Protection Association (NFPA 13, 1999 Edition), 6-2.3.3, 6-2.3.4 and A-6i-2.3.3 Can be used to restrain either steel pipe or CPVC plastic Pipe. Approvals - Underwriters' Laboratories Listed p.njy when used with TOLCO band hangers Fig. 2, 2NFPA and 200, in the USA (UL) and Canada (cUL). Finish - Pre-Galvanized Order By - Figure number and TOLCO band hanger, size from 3/4" thru 2". Patent #5,344,108 OfficeiManutactuñng Facility. 1375 Sampson Ave.-Corona, CA 92879' Ptt 17375592• Fax 951.737.033D Customer Service • 8I1752E6 www.tcico.com Component of State of California OSHPD Approved Seismic Restraints System -- FIG. 98 Dimensions Rod Max. Rec. Load Lbs. Size For Service Temp 650°F 3/8 730 1/2 1350 5/8 2160 3/4 3230 7/8 4480 Fig. 98 - Rod Stiffener Fig. 98B - Rod Stiffener w/Break-off Bolt Head Size Range - Secures 3/8" thru 7/8" hanger rod Material - Carbon Steel Function - Secures channel to hanger rod for vertical seismic bracing. Approvals - Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines Finish - Electro Galvanized Note - Available in HDG finish or Stainless Steel materials. Order By - Figure number Fig. 99 - All Thread Rod Cut to Length Size Range - Secures 3/8' thru 7/8" rod in 1" increments Material - Carbon Steel Maximum Temperature - 750°F Finish - Plain Note - Available in Electro-Galvanized and HDG finish or Stainless Steel materials. Order By - Figure number, rod diameter, rod length and finish Size Range - Secures 3/8' thru 11/2 rod in 10' lengths Material - Carbon Steel Maximum Temperature - 750°F Finish - Plain Note - Available in Electro-Galvanized and HDG finish or Stainless Steel materials. Order By - Figure number, rod diameter and finish Fig. 100 - All Thread Rod Full Lenath Dimensions • Weights Max Rec. Load Lbs. Rod For Service Temps Approx. Size 650°F WtJ100 1/4 240 12 3/8 730 29 1/2 1350 53 5/8 2160 84 3/4 3230 123 7/8 4480 169 1 5900 222 11/4 9500 360 11/2 13800 510 OFFICEJTIñANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA. CA 92879 • PH: 951737.5599 • FAX' 951.737.0330 CUSTOMER SERVICE • 800.786.5266 Www.tolco.com fl Fig. 200 - "Trimline" Adjustable Band Hanger Fig. 200R (Import) - "Trimline" Adjustable Band Hanger w/Retainer Ring Size Range - 1/2" thru 8" pipe Material - Carbon Steel, Mu. Galvanized to G90 specifications Function - For fire sprinkler and other general piping purposes. Knurled swivel nut design permits hanger adjustment after installation. Features - (1/2' thru 2') Flared edges ease installation for all pipe types and protect CPVC plastic pipe from abrasion. Captured design keeps adjusting nut from separating with hanger. Hanger is eas- ily installed around pipe. (21/2' thru 8") Spring tension on nut holds it securely in hanger before installation. Adjusting nut is easily removed. Approvals - Underwriters' Laboratories listed (1/2" thru 8) in the USA (UL) and Canada (cUL) for steel and CPVC plastic pipe and Factory Mutual Engineering Approved (3/4" thru 8"). Conforms to Federal Specifications WW-H-1 71 E, Type 10 and Manufacturers Standardization Society SP-69, Type 10. Maximum Temperature - 650°F Finish - Mil. Galvanized. Stainless Steel materials will be supplied with (2) hex nuts in place of a knurl nub. Order By - Figure number and pipe size Note - Figure 200R (import) with retainer ring and non-captured knurl nut. Dimensions • Weights Pipe Rod Size Max. Rec. Approx. Size Inch Metric A B Load Lbs. WtJ100 1/2 3/8 8mm or 10mm 31/8 25A 400 11 3/4 3/8 8mm or 10mm 31/8 21h 400 11 1 3/8 8mm or 10mm 33/8 25A 400 12 11/4 3/8 8mm or 10mm 3Y4 27A 400 13 1½ 3/8 8mm or 10mm 3/8 27A 400 14 2 3/8 8mm or 10mm 41h 3 400 15 21/2 3/8 10mm 5/8 41/8 600 27 3 3/8 10mm 5/8 4 600 29 Th 3/8 10mm 73/8 51/4 600 34 4 3/8 10mm 73A 5 1000 35 5 1/2 12mm 91/8 6/4 1250 66 6 1/2 12mm 10½ 63/4 1250 73 8 1/2 12mm 131A 8/4 1250 136 OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.7375599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.786.5266 www.tolco.com S Fig. 980 - Universal Swivel Sway Brace Attachment C®USU$TED Size Range - One size fits bracing pipe 1" thru 2", TOLCO 12 gauge channel, and all structural steel up to 1/4 thick. Material - Carbon Steel Component of State of Function - Multi-functional attachment to structure or California OSHPD Approved seismic Restraints System braced pipe fitting. Features - This product's design incorporates a concen- tric opening which is critical to the performance H of structural seismic connections. NFPA 13 (2002) Figure 9.3.5.9.1 indicates clearly that fastener table load values are based only on concentric loading. Mounts to any surface angle. Break off bolt head assures verification of proper installation. Installation - The Fig.980 is the structural or transitional A attachment component of a longitudinal or lateral sway brace assembly. It is intended to be combined with the B "bracing pipe" and TOLCO "braced pipe" attachment, Fig. 1000, 1001, 2002, 4L, 4A or 4B to form a complete bracing assembly. NFPA 13 and/or OSHPD guidelines should be followed. To Install - Place the Fig. 980 onto the "bracing pipe". Tighten the set bolt until set bolt head breaks off. Attachment can pivot for adjustment to proper brace angle. Approvals - Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Approved by Factory Mutual Engineering (FM). Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Note - The Fig. 980 Swivel Attachment and the Fig. 1001, Fig. 1000, Fig. 2001 or Fig. 4A Pipe Clamp make up a sway brace system of UL Listed attachments and bracing materials which satisfies the requirements of Underwriters' Laboratories and the National Fire Protection Association (NFPA) Finish - Plain Note - Available in Electro-Galvanized finish. Order By - Figure number and finish. PATENT #6,273,372, PATENT #6,517,030, PATENT #6,953,174, PATENT#6,708,930, PATENT #7,191,987, PATENT #7,441,730 Dimensions • Weights Max. Design **Max. Design A B Load Lbs. Load Lbs. Approx. wtJloo (cULus) (FM) 51/4 17A 17/32 2765 2800 132 * Available with hole sizes to accommodate up to 3/4° fastener, consult factory. ** Load shown is allowable with brace installed, between 300 - 90°. No reduction of load based on brace angle is required. Lateral Brace TOLCO® brand bracing components are desgined to be compatible ONLY with other TOLCO® brand bracing components, resulting in a Listed seismic bracing assembly. DISCLAIMER - NIBCO does NOT warrant against the failure of TOLCO5' brand bracing components, in the instance that such TOLCO® brand bracing components are used in combination with products, parts or systems which are not manufactured or sold under the TOLCO® brand. NIBCO shall NOT be liable under any circumstance for any direct or indirect, incidental or consequential damages of any kind, including but not limited to loss of business or profit, where non-TOLCO brand bracing components have been, or are used. OFFICEIMANUFACT(JRING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.737,0330 CUSTOMER SERVICE • 800.786.5266 Www.tolco.com Component of State of Fig. 1000 - "Fast Clamp" Sway Brace Attachment California OSHPD Approved Seismic Restraints System Size Range - Pipe size to be braced: 1" thru 6" Schedule 10 thru 40 IPS.* Pipe size used for bracing: 1" and 11/4 Schedule 40 'PS. * Additionally (UL) approved for use to brace Schedule 7 sprinkler pipe up to 4' (maximum horizontal design load 655 lbs.) Torque requirement 6 - 8 ft. lbs. Material - Carbon Steel Function - For bracing pipe against sway and seismic disturbance. The pipe attachment component of a sway brace sys- tem: Fig. 1000 is used in conjunction with a TOLCO Fig. 900 Series Fitting and joined together with bracing pipe per NFPA 13* or TOLCO OSHPD Approved Seismic Manual, forming a complete sway brace assembly. Features - Field adjustable, making critical pre-engineering of bracing pipe unnecessary. Unique design requires no threading of bracing pipe. Can be used as a component of a 4-way riser brace. Can be used as longitudinal brace with Fig. 907. Comes assembled and individually packaged with illustrated installation instructions - sizes are clearly marked. Steel leaf spring insert provided to assure installer and inspector necessary minimum torque has been achieved. Installation - The Fig. 1000 is the "braced pipe" attachment component of a lateral sway brace assembly. It is intended to be combined with the "bracing pipe" and TOLCO structural attach- ment component, Fig. 980, 910 or 909 to form a complete bracing assembly. Follow NFPA 13 and/or OSHPD guidelines. To Install - Place the Fig. 1000 over the pipe to be braced, insert bracing pipe through opening leaving a minimum of 1' extension. Brace pipe can be installed on top or bottom of pipe to be braced. Tighten hex nuts until leaf spring is flat. It is recommended that the brace angle be adjusted before hex nuts are fully tightened. Approvals - Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Approved by Factory Mutual Engineering (FM). Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement informa- tion relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Application Note - Position Fast Clamp and tighten two hex nuts until leaf spring flattens. A minimum of 1" pipe extension beyond the Fig. 1000 is recommended. Finish - Plain Note - Available in Electro-Galvanized and HDG finish or Stainless Steel materials. Order By - Order first by pipe size to be braced, followed by pipe size used for bracing, figure number and finish. Maximum Design Load 1" thru 4" pipe size - 2015 lbs. 6" size - 1265 lbs. FM Approved Design Loads* 1" - 21/2" - 600 lbs. 3" - 4" - 700 lbs. C®US USThD TOLCO® brand bracing components are desgined to be compatible QFIIY with other TOLCO® brand bracing components, resulting in a Listed seismic bracing assembly. DISCLAIMER - NIBCO does NOT warrant against the failure of TOLCO® brand bracing components, in the instance that such TOLCO® brand bracing components are used in combination with products, parts or systems which are not manufactured or sold under the TOLCO® brand. NIBCO shall NOT be liable under any circumstance for any direct or indirect, incidental or consequential damages of any kind, including but not limited to loss of business or profit, where non-TOLCO brand bracing components have been, or are used. OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.737 0330 CUSTOMER SERVICE • 800.786.5266 wwwfolco.com November 14, 2008 Miscellaneous 906a WATER AND AIR PRESSURE GAUGES The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcs@vikingcorp.com DESCRIPTION Viking Pressure Gauges give visual indication of the water or air pressure available to the fire protection sys- tem. LISTINGS AND APPROVALS UL Listed - VEVX (Ashcroft Inc.) ULc Listed - VEVXC (Ashcroft Inc.) FM Approved - Pressure Gauges (Ashcroft Inc.) TECHNICAL DATA Connection: 1/4" NPT Working Pressure: Water Gauge: 300 psi (20.7 bar) Air Gauge: 80 PSI (5.5 bar) Maximum Pressure: Water Gauge: 300 psi (20.7 bar) Air Gauge: 250 PSI (17.2 bar) (Air gauge includes a "Retard Zone" between 80 and 250 PSI) Material Standards Case: ABS (Acrylonitrile Butadiene Styrene) Window.- Polycarbonate Dial: Black figures on White Background Pointer: Black, Aluminum Movement: Suspended Spring with Polyester Segment Bourdon Tube: Bronze Socket: Brass, Soft Soldered Ordering Information Available since 1977 Water Pressure Gauge - VWATERSF Air Pressure Gauge - VAIRSF Viking Technical Data may be found o The Viking Corporation's Web site at http://www.vikinggroupinc.com. The Web site may include a more recent edition of this Technical Data Page. 4. INSTALLATION Gauges are to be installed in accordance with the latest published standards of the National Fire Protection Association or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards whenever applicable. Gauges must be handled with care. They must be stored in a cool, dry place in their original shipping container. Never install gauges that have been dropped or damaged in any way. Such gauges should be destroyed immediately. Adequate heat must be provided where gauges are installed. The gauges must be protected from mechanical damage. Install the gauges according to the following steps: Apply a small amount of pipe-joint compound or tape to the external threads of the gauge only. Take care that no joint com- pound is allowed into the orifice of the gauge. Turn the unit clockwise to thread the gauge into the 34" (15 mm) NPT outlet of the coupling. DO NOT over-tighten the gauge. AVAILABILITY The water and air gauges are available through a network of domestic and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. GUARANTEES For details of warranty, refer to Viking's current list price schedule or contact Viking directly. Form No. F_052197 Revised page replaces page 906 a-b dated January 12, 2007 (Changed part numbers) Miscellaneous 906b November 14, 2008 WATER AND AIR PRESSURE GAUGES The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcs@vikingcorp.com 1-1/8" 128.61 03-1/2" [89] N 2-11/16" 16 8.31 15/32" [119] Figure 1 - Gauge Dimensions (Dimensions apply to Air and Water Gauges) Form No. F052197 Revised page replaces page 906 a-b dated January 12, 2007 (Changed part numbers) S Fig. 4085 with 2810 and 4615 MIUSa ANGLE HOSE VALVES 21/s" FEMALE X MALE FIG. 4065 REGULARLY FURNISHED: Cast brass valve OPTIONAl. FINISHES: THREADS: with red hand wheel. Female N.P.T. Inlet X male hose thread 0—B Polished Brass 0 N.S.T. outlet. 300 lb. rated. 0 —C Rough Chrome Plated 0 Other_________ 0-0 Polished Chrome Plated VARIATION: Extended stem up to 24" CU OF ADJUSTABLE PRESSURE RESTRICTING ANGLE VALVE 21/2" FEMALE X MALE FIG. 4085 REGULARLY FURNISHED: Cast brass valve OPTIONAL FINISHES: THREADS: with red hand wheel with pressure restricting feature. Female 0—B Polished Brass 0 N.S.T. N.P.T. inlet X male hose thread outlet. 175 lb. rated. 0—C Rough Chrome Plated 0 Other___________ 0— D Polished Chrome Plated FEMALE X MALE ADAPTER CAST BRASS CAP CAST BRASS fgGE Fig. Sise 0.0. Rough Brass Pin Lug CAP VARIATION: Fig. Sia 02610 .2½"x1½" 04825........2½" 04712. 2½'. .6W Fig. D With Rocker Lugs 04615........1½" k,) Threads: 0 ILS.T. Threads: 0 NAT 11 Other D Other OPTIONAL FINISH: —B Polished Brass DATE ;—"•----i 0—C Rough Chrome Plated FIGURE NUMBER 0 —D Polished Chrome Plated VSR ®POTTER VANE TYPE W&TERFLOW S The Symbol of Protection ALARM SWITCH WITH RETARD Specifications subject to change without notice. Ordering Information Nominal Pipe Size Model Part Number DN50 VSR-2 1144402 2 1/2' DN65 VSR-2 1/2 1144425 DN80 VSR-3 1144403 31/2" - VSR-3 1/2 1144435 DNIOO VSR-4 1144404 - VSR-5 1144405 DNISO VSR-6 1144406 8' DN200 VSR-8 1144408 Optional: Cover Tamper Switch Kit, stock no. 0090148 Replaceable Components: Retard/Switch Assembly, stock no. 1029030 General Information The Model VSR is a vane type waterfiow switch for use on wet sprinkler systems. It is UL Listed and FM Approved for use on steel pipe; schedules 10 through 40, sizes 2" thru 8" (50 mm thru 200 mm). LPC approved sizes are 2" thru 8" (50 mm thru 200 mm). See Ordering Information chart. The VSR may also be used as a sectional waterfiow detector on large systems. The VSR contains two single pole, double throw, snap action switches and an adjustable, instantly recycling pneumatic retard. The switches 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 period. UL, CUL and CSFM Listed, FM Approved, LPCBApproved, For CE Marked (EN12259-5) /VdS Approved model use VSR-EU Service Pressure: 450 PSI (31 BAR) - UL Flow Sensitivity Range for Signal: 4-l0GPM (15.38 LPM)- UL Maximum Surge: 18 FPS (5.5 m/s) Contact Ratings: Two sets of SPDT (Form C) 10.0 Amps at 125/250VAC 2.OAmps at 30VDC Resistive 10 mAnips mm. at 24VDC Conduit Entrances: Two knockouts provided for 1/2" conduit. Individual switch compartments suitable for dissimilar voltages. 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 - 120°F, (4.5°C - 49°C) - UL Non-corrosive sleeve factory installed in saddle. Service Use: Automatic Sprinkler NFPA-13 One or two family dwelling NFPA-13D Residential occupancy up to four stories NFPA-1 3R National Fire Alarm Code NFPA-72 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. 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. Enclosure The VSR 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. A field installable cover tamper switch is available as an option which may be used to indicate unauthorized removal of the cover. See bulletin number 5401103 for installation instructions of this switch. Potter Electric Signal Company, LLC • St. Louis, MO • Phone: 866-956-1211/Canada 888-882-1833 • www.pottersignal.com PRINTED IN USA MFG. #5401146 - REV L PAGE 1 0F4 3/09 VSR (E)POTTER VANE TYPE WATERFLOW The Symbol of Protection ALARM SWITCH WITH RETARD 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. NOTE: Do not leave cover off for an extended period of time. 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 an-ow 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. I). The vane must not rub the inside of the pipe or bind in any way. - Do not trim the paddle. Failure to follow these instructions may prevent the device from operating and will void the warranty. DO NOTLEA VE COVER OFF FOR Retard Adjustment Fig. 1 EXTENDED PERIOD OF TIME The delay can be adjusted by rotating the retard adjustment knob from 0 to the max setting (60-90 seconds). The time delay should be set at the minimum required to prevent false alarms -'2 TIGHTEN NUTS ALTERNATELY MOUNT ON PIPE SO ARROW ON SADDLE I POINTS IN DIRECTION OFWATERFLOW itT Hole must be drilled perpendicular to the pipe and vertically centered Refer to the Compatible Pipe/Installation Requirements chart for size. Correct Incorrect _EEE~_ ROLL PADDLE IN ' OPPOSITE DIRECTION DIRECTION J OF WATERFLOW WATERFLOW I /1 'ingn'ateractio'ates device in one direction only.) D 1146t1 j 50mm ADAPTER ADAPTER - k 20mm ±2mm MAX. DN5O ONLY USE (2) 5180162 ADAPTERS AS SHOWN ABOVE DWG 1146 IF Compatible _Pipe/ Installation _Requirements Model Nominal Pipe Size Nominal Pipe O.D. Pipe Wall Thickness Hole Size U-Bolt Nuts Torque Schedule 10 (UL) Schedule 40 (UL) BS-I387 (LPC) DN (VDS) inch nun inch mm inch mm inch mm inch nim inch mm inch mm ft-lb n-rn VSR-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+125/-062 33.0±2.0 20 27 VSR-2 1/2 2.5 - 2.875 73.0 0.120 3.05 0.203 5.16 - - - - VSR-2 1/2 - DN65 3.000 76.1 - - - - 0.142 3.6 0.102 2.6 VSR-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 VSR-3 1/2 3.5 - 4.000 101.6 0.120 3.05 0.226 5.74 - - - - VSR-4 4 DNIOO 4.500 114.3 0.120 3.05 0.237 6.02 0.177 4.5 0.126 3.2 VSR-5 5 - 5.563 141.3 0.134 3.40 0.258 6.55 - - - - VSR-6 6 DN150 6.625 168.3 0.134 3.40 0.280 7.11 0.197 5.0 0.157 4.0 VSR-8 8 DN200 8.625 1 219.1 0.148 1 3.76 1 0.322 8.18 0.248 6.3 1 0.177 4.5 NOTE: For copper or plastic pipe use Model VSR-CF. PRINTED IN USA MFG. #5401146 - REV L PAGE 2 OF 4 3/09 PD. POTTER The Symbol of Protection Fig. 2 To remove knockouts: Place screwdriver at inside edge of knockouts, not in the center. NOTICE Do not drill into the base as this creates metal shavings which can create electrical hazards and damage the device. Drilling voids the warranty. VSR VANE TYPE WATERFLOW ALARM SWITCH WITH RETARD Fig. 4 Switch Terminal Connections Clamping Plate Terminal OWS. RI46-l6 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 6-13 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. Fig. 3 Break out thin section of cover when wiring both switches from one conduit entrance- Fig. 5 Typical Electrical Connections 0" t7 The Model VSR has two switches, one can be used to operate a central I ! POWER SOURCE Notes: SUITABLE FOR BELL station, proprietary or remote signaling unit, while the other contact is used to operate a local audible or visual annunciator. j A condition of LPC Approval of this product is that the electrical El 0 0 01 entry must be sealed to exclude moisture. WATER1LOW ZONE For supervised circuits, see "Switch Terminal Connections" 9 EOLR ON FIRE PANEL drawing and warning note (Fig. 4). am 1"Ov Testing The frequency of inspection and testing for the Model VSR 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). If provided, the inspector's test valve shall always be used for test purposes. If there are no provisions for testing the operation of the flow detection device on the system, application of the VSR 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. 7 Mounting Dimensions 5.56 in 200 2 Fig. 8 3.50 in in (141 GREEN GROUND (890 SCREWS 2.34 in (50.8 mmrlL (59.4 min)ll PIPE DIA. U.BOLT NUT _____________ + 5.25 in (+ (+ 133.4 mm) U-BOLT WASHER SADDLE—' I III /) DWWiW PLASTIC PADDLE U-BOLT— __ NOMINAL PIPE DIA. +1.75 in (+44.5 MM) FOR DN 50- DN 65 2-2.5 in 0 ptn nrn-in - - NOMINAL PIPE DIA. +2.125 in (+54.0 MM) FOR DN 80- DN 200 3-8 in PRINTED IN USA MFG. #5401146-REV L PAGE 3 OF 4 3/09 VSR (E)POTTER VANE TYPE WATERFLOW The Symbol of Protection ALARM SWITCH WITH RETARD Maintenance Inspect detectors monthly. If leaks are found, replace the detector. The VSR waterfiow switch should provide years of trouble-free service. The retard and switch assembly are easily field replaceable. In the unlikely event that either component does not perform properly, please order replacement retard switch assembly stock #1029030 (see Fig. 6). There is no maintenance required, only periodic testing and inspection. Retard/Switch Assembly Replacement (See Fig. 6) The Retard/Switch Assembly is field-replaceable without draining the system or removing the waterfiow switch from the pipe I. Make sure the fire alarm zone or circuit connected to the waterfiow switch is bypassed or otherwise taken out of service. Disconnect the power source for local bell (if applicable). Identify and remove all wires from the waterfiow switch. Remove the (2) mounting screws holding retard/switch assembly to the base. Do not remove the (2) retard housing screws. Remove the retard assembly by lifting it straight up over the tripstem. Install the new retard assembly. Make sure the locating pins on the retard/switch assembly fit into the locating pin bosses on the base. Re-install the (2) original mounting screws. Reconnect all wires. Perform a flow test and place the system back in service. Fig. 6 REMOVE (2) ORIGINAL MOUNTING SCREWS HOLDING RETARD/SWITCH ASSEMBLY TO BASE DO NOT REMO\ (2) RETARD HO SCREWS BREAKOUTTIIIN SECTION OFCOVER WHEN WIRING BOTH SWITCHES FROM ONE CONDUIT ENTRANCE. (2) ORIGINAL MOUNTING I CREWS RETARD/SWITCH ASSEMBLY *Zj U (2) LOCATING PINS fl (2) LOCATI1 BOSSES IN DWG# 1146-10 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. #5401146 - REV L PAGE 4 OF 4 3/09 EI Identification Signs Description Manufactured from .020" white coated aluminum. All red ink. Each sign is shipped with a clear protective plastic coating which can be re- moved at time of installation. Each sign type meets or exceeds NFPA13 require- ments. All signs (except 7" round) are drilled in four corners to allow for easy installation. All signs (except 7" round) may be installed with sign chain or with any fastener that is suitable for the material that the sign is being attached. The 7" round bell signs are center drilled to allow for installation directly to the bell gong assembly. Type "A" 9" x 7" Control valve signs are drilled with the same four hole pattern as Type "B" 6" x 2" signs to allow for attachement of Type "B" to Type "A". © 1996-1999 Fire Protection Products, Inc. Installation Installation of the 6" x 2", 5" x 7", and 9" x 7" alumi- most common installation procedure is to use #16 Single Jack chain to hang the sign on the area being identified. Since all of the above mentioned signs are predrilled at all four corners, the last link of the chain can be opened and hooked through through the top holes on the signs and hung on the appropriate valve or piping. The signs may also be fastened to a flat surface with fasteners appropriate to the base material. (The 9" x 7" Fire Alarm Bell sign must be drilled to be attached directly to the bell gong.) Specs Material: .020" aluminum w/ removable plastic coating Sizes: 6" x 2" 5" x 7" 9" x 7" Available designations: See current catalog for a full listing of all available signs. For questions: 1 800 344-1822 1 800 344-3775 Fax http://www.fppi.com sign types are screen num signs is accomplished printed with a fade resistant by several methods. The SPECIFICATION SUBMITTAL IAL SHEET APPLICATION Designed for installation on potable water lines in fire sprin- kler systems to protect against both backsiphonage and backpressure of polluted water into the potable water sup- ply. Assembly shall provide protection where a potential health hazard does not exist. STANDARDS COMPLIANCE FEATURES (unless otherwise noted, applies to sizes 4" thru 10") Sizes: U 4" U 6" U 8" U 10" • ASSE® Listed 1048 Maximum working water pressure 175 PSI Maximum working water temperature 140°F Hydrostatic test pressure 350 PSI End connections (Grooved for steel) AWWA C606 (Flanged) ANSI B16.1 Class 125 OPTIONS (Suffixes can be combined) U - with OS & Y gate valves (standard) U L - less shut-off valves (grooved body connections) U LM - less water meter U - with remote reading meter U - with gpm meter (standard) U - with cu ft/min meter U G - with groove end gate valves U FG - with flanged inlet gate connection and grooved outlet gate connection U FS - with cast iron Wye type strainer (flanged only) U FSC - with epoxy coated Wye type strainer (flanged only) UBGVIC - with grooved end butterfly valves U P1 - with Post Indicator Gate Valve (4"-1 0") ACCESSORIES U Repair kit (rubber only) U Thermal expansion tank (Model WXTP) U Valve setter (Model FLS or MJS or MJFS) U Gate valve tamper switch (OSY-40) U Flange by groove adapter (FLA) U QT-SET Quick Test Fitting Set U Test Cock Lock (Model TCL24) DIMENSIONS & WEIGHTS (do not include pkg.) CSAID Certified (4" & 6") AWWA Compliant C 510 UL® Classified C-UL® Classified FM®Approved Approved by the Foundation for Cross Connection Control and Hydraulic Research at the University of Southern California MATERIALS Main valve body Ductile Iron ASTM A 536 Grade 4 Access covers Ductile Iron ASTM A 536 Grade 4 Coatings FDAApproved fusion epoxy finish Fasteners Stainless Steel, 300 Series Elastomers EPDM (FDA approved) Buna Nitrile (FDA approved) Polymers NORYLTM, NSF Listed Springs Stainless steel, 300 series ____ A____ DIMENSIONS_(approximate) WEIGHT DA r) c. B B C C LESS OS&Y SIZE A WITH GATE LESS GATE OS&Y OS&Y D GATE GATE VALVES VALVES OPEN CLOSED VALVES VALVES in. mm in. mm in. mm in. mm in. mm in. mm in. mm lbs. kg lbs. kg 4 100 18 5/16 465 30 762 21 533 22 3/4 578 18 1/41460 8 203 105 47.7 295 134 6 150 18 11/16 475 351/2 902 25 635 30 1/8 765 233/4 603 10 254 174 79 474 215 8 200 29 737 46 1168 34 7/161845137 I'l 959 29 1/4 743 13 330 402 182.5 878 399 10 250 29 737 47 1/2 1207 34 7/16 845 453/4 1162 35 3/8 899 13 330 420 191 1076 489 OUTDOOR INSTALLATION DIMENSIONS (approx) Al SETTER Al SETTER MODEL SIZE END TO END TO END END FLS WS in. mm in. I mm in. I mm 4 I 100 315/16 795 29.313 I 45 6 I 150 343/4 884 32.75 I 832 8 200 47 1194 44.625 11133 10 250 1 51 12951- 47 1194 FLOW CHARACTERISTICS MODEL 450DA 4" & 6" (STANDARD) FLOW RATES (Us) 25.2 50.5 75.7 101 z" .111, :1111 frZ'I' 1. I I FLOW RATES (GPM) MODEL 450DA 8" & 10" (STANDARD & METRIC) FLOW RATES (us) 63.1 126.2 189.3 252.4 15 104 a. 10 69 r- ----- -. .- um'a: 1000 2000 3000 4000 FLOW RATES (GPM) *Rated Flow (Established by approval agencies) ROTECUVE 1 (I) C,) LU TYPICAL INSTALLATION Local codes shall govern installation requirements. To be installed in accordance with the manufacturer's instructions and the latest edition of the Uniform Plumbing Code. Unless otherwise specified, the assembly shall be mounted at a minimum of 12" (305mm) and a maximum of 30" (762mm) above adequate drains with sufficient side clearance for testing and maintenance. The installation shall be made so that no part of the unit can be submerged. Capacity thru Schedule 40 Pipe (GPM) Pipe size 5 ft/sec 7.5 ft/sec 10 ft/sec 15 ft/sec 2 1/2" 75 112 149 224 115 173 230 346 198 298 397 595 6" 1 450 1 675 1 900 1351 8" 1 780 1169 1 1559 2339 10" 1 1229 1 1843 1 2458 1 3687 SPECIFICATIONS The Double Check Detector Backflow Preventer shall be ASS E@ Listed 1048 and supplied with full port OS & Y gate valves. The main body and access cover shall be epoxy coated ductile iron (ASTM A 536 Grade 4), the seat ring and check valve shall be NORYL1M, the stem shall be stainless steel (ASTM A276) and the seat disc elastomers shall be EPDM. The checks shall be accessible for maintenance without removing the device from the line. The Double Check Detector Backflow Preventer shall be a WILKINS Model 450DA. Page 2of2 WILKINS a Zurn company, 1747 commerce Way, Paso Robles, CA 93446 Phone: 805/238-7100 Fax:805/238-5766 IN CANADA: ZURN INDUSTRIES LIMITED, 3544 Nashua Dr., Mississauga, Ontario L4V 1L2 Phone:905/405-8272 Fax:905/405-1292 Product Support Help Line: 1-877-BACKFLOW (1-877-222-5356) ' Website: http://www.zurn.com Flow Test Record Test Hydrant Location f Carn,i caf Hydrant ID No. Size Main___________ Static.............70 Residual ......... &q- Pressure Drop (p (PDI 1)..... K factor for PDI I Flow Hydrant(s) Hydrant I location Hydrant 2 location Hydrant 3 location - Hydrant I Pitot 44D PSI GPM:JO(oO Size of Orifice 'Z Hydrant 2 Pitot PSI GPM: Size of Orifice__________ Hydrant 3 Pitot PSI GPM: Size of Orifice._________ Total:___________ (QI) Calculated test and flow data - 0 x PD2k = Q2 PDI*k Static:.................... Desired Residual ....... 20 Pressure Drop (PD 2).. IC factor P1) 2: _____ x divided by_ equals GPM at 20 psi residual Q P1)2k P1)1k Q2 Comments: Test conducted for: Backctw Conducted by:CO c-O 4i"ie Prt,+C c.ti.ot Date:3 Ito IJ Time: 57 CA rY1 - - Fire Protection by Computer Design COSCO FIRE PROTECTION 10695 Treena St. #105 San Diego, CA. 92131 (858) 444-2000 Job Name : 1306-1134 PLAZA PASEO REAL 6949 Li Building : FP2 OF 3 Location 6949 EL CAMINO REAL CARLSBAD, CA. 92009 System : AREA 1 Contract : 1306-1134 Data File : 1306-1134 Plaza Paseo Real 6949 LI CALC AREA #ITAILBACKS.WXF r'.... . ...... ,, i,,, D—# ii 1 A/nr1hrn NI I-I I IA (VflR7 COSCO FIRE PROTECTION 1306-1134 PLAZA PASEO REAL 6949 LI HYDRAULIC CALCULATIONS for Project name: PLAZA PASEO REAL 6949 Location: 6949 EL CAMINO REAL CARLSBAD, CA. 92009 Drawing no: FP2 OF 3 Date: 7-17-13 Design Remote area number: AREA I Remote area location: TAILBACKS Occupancy classification: ORDINARY HAZARD I Density: .2- Gpm/SqFt Area of application: 1595 - Sq Ft Coverage per sprinkler: 105 - SqFt Type of sprinklers calculated: VIKING SSP (S.R.) No. of sprinklers calculated: 19 In-rack demand: N/A - GPM Hose streams: 250 - GPM Total water required (including hose streams): 709.01 -GPM Type of system: WET Volume of dry or preaction system: N/A - Gal Water supply information Date: 3-6-13 Location: 6961 EL CAMINO REAL Source: FLOW= 1060 GPM, STATIC= 70 PSI, RESIDUAL= 64 PSI Name of contractor. COSCO FIRE PROTECTION Address: 10695 TREENA ST. STE. 105/ SAN DIEGO, CA. 92131 Phone number: 858-444-2000 Name of designer: H.A. Authority having jurisdiction: CARLSBAD FIRE DEPARTMENT Notes: (Include peaking information or gridded systems here.) lute: /((3 Re R ECOM NI EN I) A PItmROVA I. RECOMMEND APPROVAl.. AS NO phi) Page 1 Date 7-17-13 @ 58.486 - Psi 1I1 )I!1 1I\C bet III ViCVC(l lot LF 1IIflI conipliarice with hc ciieiil applicable codes and siiirtlaids Ili nice ill [lie R• The ms mmci mit cmmlmtracrr rmra dune m. 1.VIn_5V it, nippm)i'l of air itiplic au icmrt tot i huilding [melmmmO 55 till tie cs lets Lill, ISI Slilid 11101 this mr it,, 0 m relieses the oo lice mr cotitlacllt Or heir rrntessrmnrill enupurnier or aishilect I or sole respuintsihilmt lot' full emmiriptnnimtc with slid codes mind tmIs. iieluitiuinz uhm hc ilninnnz citie mr or any respotuobrir tic dehcnenrcmes. errors. omissions or nummirimneitet Hi these pl alls whellier or not toted ill titus rev le", D,,sr.rnmc h, Ws,r4rt+m- In,. Qrs,ufc 111 IAIir,,1htrn M I-I I IQtm 01007 vvater ouppiy t urve U) COSCO FIRE PROTECTION Page 2 1306-1134 PLAZA PASEO REAL 6949 LI Date 7-17-13 City Water Supply: Demand: Cl - Static Pressure : 63 DI - Elevation : -0.433 C2 - Residual Pressure: 57 02 - System Flow : 459.011 C2 - Residual Flow : 1060 D2 - System Pressure : 58.486 Hose ( Demand) : 250 D3 - System Demand : 709.011 Safety Margin : 1.662 150 140 130 p120 R 110 E10° S90 S80 u 70 ________ ___________ C2 R 60 E 50 - p 40 30 20 10 2091400 600 800 1000 1200 1400 1600 1800 FLOW (NA 1.85) 0 Computer Programs by Hydratec Inc. P0 111 Windham N.H. USA 03087 0 I RUI IO 'JU .)UI till idI COSCO FIRE ITECTION Page i 1306-1134 PLAZA PASEO REAL 6949 LI Date 7-17-13 Fitting Legend Abbrev. Name 1/2 1% 11/2 2 2Y2 3 3'/2 4 5 6 8 10 - 12 14 16 18 20 24 E NFPA 13 90 Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 L NFPA 13 Long Turn Elbow 0.5 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 T NFPAI39O Flow thruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zin Wilkins 450DA Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *• The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD COSCO FIRE PROTECTION Page 4 1306-1134 PLAZA PASEO REAL 6949 LI Date 7-17-13 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 9.0 5.6 14.06 na 21.0 9.0 5.6 14.06 na 21.0 13.75 39.88 na 11.5 49.99 na 13.75 39.1 na 13.75 39.12 na 13.75 39.17 na 13.75 39.29 na 13.75 39.43 na 13.75 39.56 na 16.5 KK@100 19.38 na 21.0 16.5 K=K@101 20.62 na 21.42 16.5 KK@101 25.15 na 23.66 16.5 29.32 na 16.5 K K @ 101 29.21 na 25.5 16.5 K K @ 101 29.33 na 25.55 16.5 K= K@ 101 30.32 na 25.98 16.5 32.93 na 16.5 36.72 na 16.5 36.86 na 14.5 38.92 na 14.5 39.5 na 16.5 KK@100 19.48 na 21.05 16.5 K=K@101 20.72 na 21.48 16.5 K = K @ 101 25.27 na 23.72 16.5 29.46 na 16.5 K = K © 101 29.34 na 25.55 16.5 K= K @ 101 29.46 na 25.61 16.5 K = K @ 101 30.42 na 26.02 16.5 33.01 na 16.5 36.76 na 16.5 36.9 na 14.5 38.96 na 14.5 39.54 na 16.5 K=K@100 19.82 na 21.24 16.5 KK@101 21.08 na 21.66 16.5 K=K@101 25.71 na 23.92 16.5 29.96 na 16.5 K= K @ 101 29.81 na 25.76 16.5 K = K @ 101 29.9 na 25.8 16.5 K=K@101 30.79 na 26.18 16.5 33.28 na 16.5 36.89 na 16.5 37.03 na 14.5 39.08 na 14.5 39.66 na 10.833 36.98 na 16.5 34.68 na 16.5 34.77 na 16.5 34.89 na 16.5 K = K @ 101 35.0 na 27.91 16.5 36.08 na 16.5 37.91 na 11.5 40.2 na 11.5 41.25 na 11.5 41.76 na 10.833 38.31 na 16.5 36.34 na 16.5 36.65 na 16.5 37.0 na 16.5 37.36 na 16.5 37.73 na 0.2 105 7.0 0.2 105 7.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - Standard COSCO FIRE PROTECTION Page 5 1306-1134 PLAZA PASEO REAL 6949 Li Date 7-17-13 Je Elevation K-Fact Pt Actual Pn Flow Density Area Press Actual Req. RC5 16.5 38.26 na 44 16.5 38.39 na 45 14.5 40.3 na 46 14.5 40.82 na ML6 10.833 39.36 na RL6 16.5 37.26 na RC6 16.5 38.52 na MU 10.833 40.02 na RL7 16.5 38.27 na MC7 16.5 40.36 na RC7 16.5 40.36 na ML1 10.833 34.66 na ML2 10.833 34.85 na MU 10.833 35.52 na MR1 11.5 46.23 na MR2 11.5 46.26 na MR3 11.5 46.36 na MR4 11.5 46.57 na MRS 11.5 46.92 na MR6 11.5 47.44 na MR7 11.5 47.97 na Z 11.5 50.08 na ZI 11.5 52.59 na BOR 11.5 54.07 na UG1 11.5 54.17 na BFI 11.5 54.63 na BF2 11.5 60.92 na TEST 17.5 58.49 na 250.0 The maximum velocity is 17.6 and it occurs in the pipe between nodes RI-3 and MI-3 ('rmnu,tr PrrirIr2m hi I-lv rt' Inr Pri,tc 111 flhindhm M I-I I IA 0fl7 Final Calculations - Hazen-Williams COSCO FIRE PROTECTION Page 6 1306-1134 PLAZA PASEO REAL 6949 Li Date 7-17-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Dl 21.00 1.049 IT 5.0 3.000 14.062 K Factor =5.60 to 120.0 1 2.0 7.000 3.898 100 21.0 0.1425 0.0 10.000 1.425 Vel = 7.80 0.0 21.00 19.385 K Factor = 4.77 02 21.00 1.049 21 10.0 3.000 14.062 K Factor =5.60 to 120.0 0.0 10.000 3.898 101 21.0 0.1425 0.0 13.000 1.852 Vet = 7.80 0.0 21.00 19.812 K Factor = 4.72 *ADDED MAIN W -160.49 3.26 1 9.408 36.292 39.878 to 120.0 0.0 9.408 1.263 ML7 -160.49 -0.0245 0.0 45.700 -1.120 Vet = 6.17 0.0 -160.49 40.021 K Factor = -25.37 X -264.32 3.26 3E 28.223 99.750 49.990 to 120.0 iT 20.159 48.382 -0.974 W -264.32 -0.0617 0.0 148.132 -9.138 Vet = 10.16 0.0 -264.32 39.878 K Factor = -41.86 MCi 36.06 3.26 0.0 10.000 39.101 to 120.0 0.0 0.0 0.0 MC2 36.06 0.0016 0.0 10.000 0.016 Vet = 1.39 MC2 35.72 3.26 0.0 10.000 39.117 to 120.0 0.0 0.0 0.0 MC3 71.78 0.0055 0.0 10.000 0.055 Vet = 2.76 MC3 34.44 3.26 0.0 10.000 39.172 to 120.0 0.0 0.0 0.0 MC4 106.22 0.0114 0.0 10.000 0.114 Vet = 4.08 MC4 13.40 3.26 0.0 10.000 39.286 to 120.0 0.0 0.0 0.0 MC5 119.62 0.0143 0.0 10.000 0.143 Vet = 4.60 MCS -4.16 3.26 0.0 10.000 39.429 to 120.0 0.0 0.0 0.0 MC6 115.46 0.0133 0.0 10.000 0.133 Vet = 4.44 MC6 -11.64 3.26 iT 20.159 8.667 39.562 to 120.0 0.0 20.159 0.0 W 103.82 0.0110 0.0 28.826 0.316 VeI = 3.99 0.0 103.82 39.878 K Factor = 16.44 ¶1 1 21.00 1.049 0.0 8.666 19.385 K Factor @node 100 to 120.0 0.0 0.0 0.0 2 21.0 0.1424 0.0 8.666 1.234 Vet= 7.80 2 21.42 1.049 0.0 8.666 20.619 K Factor @node 101 to 120.0 0.0 0.0 0.0 3 42.42 0.5231 0.0 8.666 4.533 Vet = 15.75 , In,- Pr,i,tc, 111 \Aflnr1h2m N H lISA 00R7 Final Calculations - Hazen-Williams COSCO FIRE PROTECTION Page 7 13061134 PLAZA PASEO REAL 6949 LI Date 7-17-13 lyd. Qa Dia. Fitting Pipe Pt Pt tef. "C" or Ftng's Pe Pv Notes ****** Point Qt P1/Ft Eqv. Ln. Total Pf Pn 3 23.66 1.38 IT 6.0 7.333 25.152 K Factor@ node 101 to 120.0 0.0 6.000 0.0 RLI 66.08 0.3123 0.0 13.333 4.164 Vel = 14.17 RLI 12.82 1.38 1T 6.0 0.666 29.316 to 120.0 0.0 6.000 2.454 MLI 78.9 0.4335 0.0 6.666 2.890 Vel = 16.92 0.0 78.90 34.660 K Factor= 13.40 RL1 -12.81 1.38 IT 6.0 1.333 29.316 to 120.0 0.0 6.000 0.0 4 -12.81 -0.0150 0.0 7.333 -0.110 VeI= 2.75 4 25.49 1.38 0.0 8.666 29.206 K Factor@ node 101 to 120.0 0.0 0.0 0.0 5 12.68 0.0148 0.0 8.666 0.128 Vet = 2.72 5 25.56 1.38 0.0 8.666 29.334 K Factor@ node 101 to 120.0 0.0 0.0 0.0 6 38.24 0.1134 0.0 8.666 0.983 Vel = 8.20 6 25.97 1.38 0.0 8.833 30.317 K Factor @ node 101 to 120.0 0.0 0.0 0.0 64.21 0.2962 0.0 8.833 2.616 Vet = 13.77 0.0 1.38 iT 6.0 6.792 32.933 to 120.0 0.0 6.000 0.0 RC1 64.21 0.2962 0.0 12.792 3.789 Vet = 13.77 RC1 -28.15 1.38 iT 6.0 5.667 36.722 to 120.0 0.0 6.000 1.191 MCi 36.06 0.1018 0.0 11.667 1.188 VeI= 7.73 0.0 36.06 39.101 K Factor = 5.77 RC1 28.15 1.38 0.0 2.208 36.722 to 120.0 0.0 0.0 0.0 8 28.15 0.0643 0.0 2.208 0.142 Vet = 6.04 8 0.0 1.38 2E 6.0 12.500 36.864 to 120.0 0.0 6.000 0.866 9 28.15 0.0644 0.0 18.500 1.192 Vet = 6.04 9 0.0 1.38 0.0 9.000 38.922 to 120.0 0.0 0.0 0.0 10 28.15 0.0644 0.0 9.000 0.580 Vel = 6.04 10 0.0 1.38 2E 6.0 72.333 39.502 to 120.0 IT 6.0 12.000 1.299 MRI 28.15 0.0644 0.0 84.333 5.433 Vet = 6.04 0.0 28.15 46.234 K Factor 4.14 *L2 21.05 1.049 0.0 8.666 19.480 K Factor @ node 100 120.0 0.0 0.0 0.0 21.05 0.1430 0.0 8.666 1.239 Vet= 7.81 12 21.48 1.049 0.0 8.666 20.719 K Factor @node 101 to 120.0 0.0 0.0 0.0 13 42.53 0.5255 0.0 8.666 4.554 Vet = 15.79 rrirnniitr . Prnrir2m hu Hvdrtcr Inr Rnith 111 Winr1hm N H lISA flflR7 Final Calculations - Hazen-Williams COSCO FIRE PROTECTION Page 8 1306-1134 PLAZA PASEO REAL 6949 Li Date 7-17-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 13 23.71 1.38 IT 6.0 7.333 25.273 K Factor @ node 101 to 120.0 0.0 6.000 0.0 RL2 66.24 0.3137 0.0 13.333 4.183 Vet = 14.21 RL2 13.34 1.38 iT 6.0 0.666 29.456 to 120.0 0.0 6.000 2.454 ML2 79.58 0.4404 0.0 6.666 2.936 Vet = 17.07 0.0 79.58 34.846 K Factor = 13.48 RL2 -13.33 1.38 IT 6.0 1.333 29.456 to 120.0 0.0 6.000 0.0 14 -13.33 -0.0162 0.0 7.333 -0.119 Vet = 2.86 14 25.55 1.38 0.0 8.666 29.337 K Factor @ node 101 to 120.0 0.0 0.0 0.0 15 12.22 0.0137 0.0 8.666 0.119 VeI = 2.62 15 25.61 1.38 0.0 8.666 29.456 K Factor @ node 101 to 120.0 0.0 0.0 0.0 16 37.83 0.1114 0.0 8.666 0.965 VeI = 8.11 16 26.02 1.38 0.0 8.833 30.421 K Factor @ node 101 to 120.0 0.0 0.0 0.0 17 63.85 0.2931 0.0 8.833 2.589 Vet = 13.70 17 0.0 1.38 iT 6.0 6.792 33.010 to 120.0 0.0 6.000 0.0 RC2 63.85 0.2930 0.0 12.792 3.748 Vet = 13.70 RC2 -28.13 1.38 iT 6.0 5.667 36.758 to 120.0 0.0 6.000 1.191 MC2 35.72 0.1001 0.0 11.667 1.168 Vet = 7.66 0.0 35.72 39.117 K Factor = 5.71 RC2 28.13 1.38 0.0 2.208 36.758 to 120.0 0.0 0.0 0.0 18 28.13 0.0648 0.0 2.208 0.143 Vet = 6.03 18 0.0 1.38 2E 6.0 12.500 36.901 to 120.0 0.0 6.000 0.866 19 28.13 0.0643 0.0 18.500 1.190 VeI = 6.03 19 0.0 1.38 0.0 9.000 38.957 to 120.0 0.0 0.0 0.0 20 28.13 0.0643 0.0 9.000 0.579 Vet = 6.03 20 0.0 1.38 2E 6.0 72.333 39.536 to 120.0 iT 6.0 12.000 1.299 MR2 28.13 0.0644 0.0 84.333 5.427 Vet = 6.03 0.0 28.13 46.262 KFactor= 4.14 *L3 21 to 21.24 1.049 120.0 0.0 0.0 8.666 0.0 19.822 0.0 K Factor @node 100 22 21.24 0.1454 0.0 8.666 1.260 VeI = 7.88 22 21.66 1.049 0.0 8.666 21.082 K Factor @node 101 to 120.0 0.0 0.0 0.0 23 42.9 0.5340 0.0 8.666 4.628 Vet = 15.93 r,n,s,D,rr.rmc h, Wwrimfor, Inn. Pni ifa 111 Winr1him NH. USA 03087 Final Calculations - Hazen-Williams COSCO FIRE PROTECTION Page 9 1306-1134 PLAZA PASEO REAL 6949 LI Date 7-17-13 yd. Qa Dia. Fitting Pipe Pt Pt .ef. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt PfIFt Eqv. Ln. Total Pf Pn 23 23.92 1.38 IT 6.0 7.333 25.710 K Factor @ node 101 to 120.0 0.0 6.000 0.0 RL3 66.82 0.3188 0.0 13.333 4.250 Vel = 14.33 RL3 15.22 1.38 IT 6.0 0.666 29.960 to 120.0 0.0 6.000 2.454 ML3 82.04 0.4661 0.0 6.666 3.107 Vel = 17.60 0.0 82.04 35.521 KFactor= 13.77 RL3 -15.22 1.38 IT 6.0 1.333 29.960 to 120.0 0.0 6.000 0.0 24 -15.22 -0.0206 0.0 7.333 -0.151 Vel = 3:26 24 25.76 1.38 0.0 8.666 29.809 K Factor @ node 101 to 120.0 0.0 0.0 0.0 25 10.54 0.0104 0.0 8.666 0.090 Vel = 2.26 25 25.79 1.38 0.0 8.666 29.899 K Factor @ node 101 to 120.0 0.0 0.0 0.0 26 36.33 0.1033 0.0 8.666 0.895 Vel = 7.79 26 26.19 1.38 0.0 8.833 30.794 K Factor @ node 101 to 120.0 0.0 0.0 0.0 62.52 0.2819 0.0 8.833 2.490 Vel = 13.41 0.0 1.38 iT 6.0 6.792 33.284 to 120.0 0.0 6.000 0.0 RC3 62.52 0.2818 0.0 12.792 3.605 Vel = 13.41 RC3 -28.07 1.38 iT 6.0 5.667 36.889 to 120.0 0.0 6.000 1.191 MC3 34.45 0.0936 0.0 11.667 1.092 Vel = 7.39 0.0 34.45 39.172 K Factor = 5.50 RC3 28.07 1.38 0.0 2.208 36.889 to 120.0 0.0 0.0 0.0 28 28.07 0.0643 0.0 2.208 0.142 Vel = 6.02 28 0.0 1.38 2E 6.0 12.500 37.031 to 120.0 0.0 6.000 0.866 29 28.07 0.0641 0.0 18.500 1.185 Vel = 6.02 29 0.0 1.38 0.0 9.000 39.082 to 120.0 0.0 0.0 0.0 30 28.07 0.0641 0.0 9.000 0.577 Vel = 6.02 30 0.0 1.38 2E 6.0 72.333 39.659 to 120.0 IT 6.0 12.000 1.299 MR3 28.07 0.0641 0.0 84.333 5.403 Vel = 6.02 0.0 28.07 46.361 KFactor= 4.12 *L4 - .4 11.84 1.38 IT 6.0 5.667 36.982 120.0 0.0 6.000 -2.454 RL4 11.84 0.0129 0.0 11.667 0.151 Vel = 2.54 RL4 0.0 1.38 IT 6.0 1.333 34.679 to 120.0 0.0 6.000 0.0 31 11.84 0.0130 0.0 7.333 0.095 Vel = 2.54 , 444 Al-,4k'.- KI U JICA flflQ7 Final Calculations - Hazen-Williams COSCO FIRE PROTECTION Page 10 1306-1134 PLAZA PASEO REAL 6949 Li Date 7-17-13 Hyd. Qa Dia. Fitting Pipe Pt Pt ******* Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 31 0.0 1.38 0.0 8.666 34.774 to 120.0 0.0 0.0 0.0 32 11.84 0.0129 0.0 8.666 0.112 Vel = 2.54 32 0.0 1.38 0.0 8.666 34.886 to 120.0 0.0 0.0 0.0 33 11.84 0.0130 0.0 8.666 0.113 Vel = 2.54 33 27.91 1.38 0.0 8.833 34.999 K Factor @ node 101 to 120.0 0.0 0.0 0.0 34 39.75 0.1219 0.0 8.833 1.077 Vel = 8.53 34 0.0 1.38 iT 6.0 9.000 36.076 to 120.0 0.0 6.000 0.0 RC4 39.75 0.1219 0.0 15.000 1.829 Vel = 8.53 RC4 -26.35 1.38 IT 6.0 5.667 37.905 to 120.0 0.0 6.000 1.191 MC4 13.4 0.0163 0.0 11.667 0.190 Vel = 2.87 0.0 13.40 39.286 K Factor= 2.14 RC4 26.35 1.38 0.0 2.208 37.905 to 120.0 0.0 0.0 2.166 35 26.35 0.0566 0.0 2.208 0.125 V& = 5.65 - 35 0.0 1.38 2E 6.0 12.500 40.196 to 120.0 0.0 6.000 0.0 36 26.35 0.0570 0.0 18.500 1.055 Vel = 5.65 36 0.0 1.38 0.0 9.000 41.251 to 120.0 0.0 0.0 0.0 37 26.35 0.0570 0.0 9.000 0.513 Vel = 5.65 37 0.0 1.38 2E 6.0 72.333 41.764 to 120.0 iT 6.0 12.000 0.0 MR4 26.35 0.0570 0.0 84.333 4.808 Vel = 5.65 0.0 26.35 46.572 K Factor = 3.86 *L5 ML5 22.18 1.38 IT 6.0 5.667 38.313 to 120.0 0.0 6.000 -2.454 RL5 22.18 0.0414 0.0 11.667 0.483 Vel = 4.76 RL5 0.0 1.38 iT 6.0 1.333 36.342 to 120.0 0.0 6.000 0.0 40 22.18 0.0415 0.0 7.333 0.304 Vel = 4.76 40 0.0 1.38 0.0 8.666 36.646 to 120.0 0.0 0.0 0.0 41 22.18 0.0414 0.0 8.666 0.359 Vel = 4.76 41 0.0 1.38 0.0 8.666 37.005 to 120.0 0.0 0.0 0.0 42 22.18 0.0414 0.0 8.666 0.359 Vet = 4.76 42 0.0 1.38 0.0 8.833 37.364 to 120.0 0.0 0.0 0.0 43 22.18 0.0414 0.0 8.833 0.366 Vet = 4.76 tTh-,mn,utrPrnrirms hv Hvdrthr.In Rniitc 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams COSCO FIRE PROTECTION Page II 1306-1134 PLAZA PASEO REAL 6949 LI Date 7-17-13 yd. Qa Dia. Fitting Pipe Pt Pt ef. "C" or Ftng's Pe Pv ******* Notes Point Qt Pt/Ft Eqv. Ln. Total Pf Pn 43 0.0 1.38 IT 6.0 6.792 37.730 to 120.0 0.0 6.000 0.0 RC5 22.18 0.0414 0.0 12.792 0.530 Vel = 4.76 RC5 -26.34 1.38 IT 6.0 5.667 38.260 to 120.0 0.0 6.000 1.191 MC5 -4.16 -0.0019 0.0 11.667 -0.022 Vel = 0.89 0.0 -4.16 39.429 K Factor= -0.66 RC5 26.34 1.38 0.0 2.208 38.260 to 120.0 0.0 0.0 0.0 44 26.34 0.0566 0.0 2.208 0.125 Vel = 5.65 44 0.0 1.38 2E 6.0 12.500 38.385 to 120.0 0.0 6.000 0.866 45 26.34 0.0570 0.0 18.500 1.054 Vel = 5.65 45 0.0 1.38 0.0 9.000 40.305 to 120.0 0.0 0.0 0.0 46 26.34 0.0570 0.0 9.000 0.513 Vel = 5.65 46 0.0 1.38 2E 6.0 72.333 40.818 to 120.0 IT 6.0 12.000 1.299 26.34 0.0569 0.0 84.333 4.802 Vel = 5.65 0.0 26.34 46.919 K Factor = 3.85 *L6 ML6 18.87 1.38 11 6.0 5.667 39.360 to 120.0 0.0 6.000 -2.454 RL6 18.87 0.0307 0.0 11.667 0.358 Vel = 4.05 RL6 0.0 1.38 iT 6.0 34.792 37.264 to 120.0 0.0 6.000 0.0 RC6 18.87 0.0307 0.0 40.792 1.254 Vel = 4.05 RC6 -30.51 1.38 iT 6.0 5.667 38.518 to 120.0 0.0 6.000 1.191 MC6 -11.64 -0.0126 0.0 11.667 -0.147 Vel = 2.50 0.0 -11.64 39.562 K Factor -1.85 RC6 30.51 1.38 4E 12.0 72.333 38.518 to 120.0 IT 6.0 18.000 2.166 MR6 30.51 0.0747 0.0 90.333 6.751 Vel = 6.54 0.0 30.51 47.435 K Factor = 4.43 *L7 ML7 27.15 1.38 iT 6.0 5.667 40.021 to 120.0 0.0 6.000 -2.454 RL7 27.15 0.0602 0.0 11.667 0.702 Vel = 5.82 .7 0.0 1.38 0.0 34.792 38.269 120.0 0.0 0.0 0.0 t7 27.15 0.0602 0.0 34.792 2.096 Vel = 5.82 0.0 (',.-+,r k, In.. On.d. 111 Afln,4hm II I-I i IA flWIP7 Final Calculations - Hazen-Williams COSCO FIRE PROTECTION Page 12 1306-1134 PLAZA PASEO REAL 6949 Li Date 7-17-13 Hyd. Qa Dia. Fitting Pipe Pt Pt ******* Ref. I.C1, or Ftng's Pe Pv Notes Point at Pf/Ft Eqv. Ln. Total Pf Pn 27.15 40.365 KFactor 4.27 MC7 0.0 1.38 IT 6.0 5.667 40.365 to 120.0 0.0 6.000 0.0 RC7 0.0 0.0 0.0 11.667 0.0 Vet = 0 RC7 27.15 1.38 4E 12.0 72.333 40.365 to 120.0 IT 6.0 18.000 2.166 MR7 27.15 0.0602 0.0 90.333 5.441 Vet = 5.82 0.0 27.15 47.972 KFactor = 3.92 *L MAIN MLI 78.90 2.635 0.0 10.000 34.660 to 120.0 0.0 0.0 0.0 ML2 78.9 0.0186 0.0 10.000 0.186 Vet = 4.64 ML2 79.58 2.635 0.0 10.000 34.846 to 120.0 0.0 0.0 0.0 ML3 158.48 0.0675 0.0 10.000 0.675 Vet = 9.32 ML3 82.04 2.635 0.0 10.000 35.521 to 120.0 0.0 0.0 0.0 ML4 240.52 0.1461 0.0 10.000 1.461 Vet = 14.15 ML4 -11.83 2.635 0.0 10.000 36.982 to 120.0 0.0 0.0 0.0 ML5 228.69 0.1331 0.0 10.000 1.331 Vet = 13.45 ML5 -22.18 2.635 0.0 9.500 38.313 to 120.0 0.0 0.0 0.0 ML6 206.51 0.1102 0.0 9.500 1.047 Vet = 12.15 ML6 -18.87 2.635 0.0 7.167 39.360 to 120.0 0.0 0.0 0.0 MU 187.64 0.0922 0.0 7.167 0.661 Vet = 11.04 0.0 187.64 40.021 KFactor= 29.66 *R MAIN MR1 28.15 2.635 0.0 10.000 46.234 to 120.0 0.0 0.0 0.0 MR2 28.15 0.0028 0.0 10.000 0.028 Vel = 1.66 MR2 28.14 2.635 0.0 10.000 46.262 to 120.0 0.0 0.0 0.0 MR3 56.29 0.0099 0.0 10.000 0.099 Vet = 3.31 MR3 28.06 2.635 0.0 10.000 46.361 to 120.0 0.0 0.0 0.0 MR4 84.35 0.0211 0.0 10.000 0.211 Vet = 4.96 MR4 26.35 2.635 0.0 10.000 46.572 to 120.0 0.0 0.0 0.0 MR5 110.7 0.0347 0.0 10.000 0.347 Vet = 6.51 MR5 to 26.34 2.635 120.0 0.0 0.0 10.000 0.0 46.919 0.0 MR6 137.04 0.0516 0.0 10.000 0.516 Vet = 8.06 MR6 30.51 2.635 0.0 7.167 47.435 to 120.0 0.0 0.0 0.0 MR7 167.55 0.0749 0.0 7.167 0.537 Vet = 9.86 +,... I.l,r1rtcr Inp Pri ith 111 Wni1hm N H I JA 0'4087 Final Calculations - Hazen-Williams COSCO FIRE PROTECTION Page 13 1306-1134 PLAZA PASEO REAL 6949 Li Date 7-17-13 yd. Qa Dia. Fitting Pipe Pt Pt ef. "C',or Ftngs Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn MR7 27.15 2.635 IT 16.474 3.958 47.972 to 120.0 0.0 16.474 0.0 X 194.7 0.0988 0.0 20.432 2.018 Vel = 11.45 X 264.31 4.26 0.0 1.958 49.990 to 120.0 0.0 0.0 0.0 Z 459.01 0.0465 0.0 1.958 0.091 Vel = 10.33 0.0 459.01 50.081 K Factor= 64.86 *BULK Z 459.01 4.26 2E 26.334 27.667 50.081 to 120.0 0.0 26.334 0.0 ZI 459.01 0.0465 0.0 54.001 2.513 Vet = 10.33 ZI 0.0 4.26 2E 26.334 5.292 52.594 to 120.0 0.0 26.334 0.0 BOR 459.01 0.0465 0.0 31.626 1.472 Vel = 10.33 BOR 0.0 6.357 IL 15.05 6.500 54.066 to 140.0 0.0 15.050 0.0 UGI 459.01 0.0050 0.0 21.550 0.108 Vet = 4.64 UG1 0.0 6.16 2L 25.822 53.000 54.174 140.0 0.0 25.822 0.0 :1 459.01 0.0058 0.0 78.822 0.457 Vet = 4.94 BF1 0.0 8.27 5L 102.801 10.000 54.631 to 140.0 IT 55.354 158.155 6.053 * Fixed loss = 6.053 BF2 459.01 0.0014 lZin 0.0 168.155 0.232 Vet = 2.74 BF2 0.0 8.27 2L 41.12 19.000 60.916 to 140.0 IT 55.354 102.800 -2.599 TEST 459.01 0.0014 1G 6.326 121.800 0.169 Vet = 2.74 250.00 Qa= 250.00 709.01 58.486 K Factor= 92.71 h, I.Is,d.b,' Ins. Ill M U I IQA fl'flQ7 F.W..~Iw~mq - . Fire Protection by Computer Design COSCO FIRE PROTECTION 10695 Treena St. #105 San Diego, CA. 92131 (858) 444-2000 Job Name : 1306-1134 PLAZA PASEO REAL 6949 Li Building : FP2 OF 3 Location 6949 EL CAMINO REAL CARLSBAD, CA. 92009 System : AREA 2 Contract 1306-1134 Data File : 1306-1134 Plaza Paseo Real 6949 LI CALC AREA #2GRlD.wxf I -' ., -------L.. ...i....... I...... 1.11 P..I 1.1 IIft flflP7 COSCO FIRE PROTECTION 1306-1134 PLAZA PASEO REAL 6949 LI Page 1 Date 7-17-13 HYDRAULIC CALCULATIONS for Project name: PLAZA PASEO REAL 6949 Location: 6949 EL CAMINO REAL CARLSBAD, CA. 92009 Drawing no: FP2 OF 3 Date: 7-17-13 Design Remote area number: AREA 2 Remote area location: GRID Occupancy classification: ORDINARY HAZARD I Density: .2 - Gpm/SqFt Area of application: 1581 - SqFt Coverage per sprinkler: 105 - SqFt Type of sprinklers calculated: VIKING SSP (S.R.) No. of sprinklers calculated: 18 In-rack demand: N/A - GPM Hose streams: 250 - GPM Total water required (including hose streams): 636.53 -GPM @ 40.485 - Psi Type of system: WET Volume of dry or preaction system: N/A - Gal Water supply information Date: 3-6-13 Location: 6961 EL CAMINO REAL Source: FLOW= 1060 GPM, STATIC= 70 PSI, RESIDUAL= 64 PSI Name of contractor: COSCO FIRE PROTECTION Address: 10695 TREENA ST. STE. 105/ SAN DIEGO, CA. 92131 Phone number: 858-444-2000 Name of designer: H.A. Authority having jurisdiction: CARLSBAD FIRE DEPARTMENT Notes: (Include peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Uurve ((;) COSCO FIRE PROTECTION Page 2 1306-1134 PLAZA PASEO REAL 6949 LI Date 7-17-13 City Water Supply: Demand: Cl - Static Pressure : 63 DI - Elevation : -0.433 C2 - Residual Pressure: 57 D2 - System Flow : 386.529 C2 - Residual Flow : 1060 02 - System Pressure : 40.485 Hose ( Demand) : 250 03 - System Demand : 636.529 Safety Margin : 20.180 150 140 130 120 R0 E10° s90 580 U70 E 50 R 60 _ - - D2 40 ---- [3 30 20 j 10 . 20t91400 600 800 1000 1200 1400 1600 1800 FLOW (N A 1.85) 0 Computer Programs by Hydratec Inc. R111 Windham N.H. USA 03087 0 I ILLIl '.JOU lull ll COSCO FIRE F ECTION 1306-1134 PLAZA PASEO REAL 6949 Li Page 3 Date 7-17-13 Fitting Legend Abbrev. Name Y2 % 1 1% 1% 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 E NFPA 1390Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 L NFPA 13 Long Turn Elbow 0.5 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 T NFPA1390 Flow thruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zin Wilkins 450DA Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *• The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD COSCO FIRE PROTECTION Page 4 1306-1134 PLAZA PASEO REAL 6949 LI Date 7-1 7-13 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 0.2 105 7.0 0.2 105 7.0 Dl 9.0 5.6 14.06 na 21.0 02 9.0 5.6 14.06 na 21.0 X 11.5 33.12 na MCI 13.75 24.67 na MC2 13.75 24.7 na MC3 13.75 24.82 na MC4 13.75 25.07 na MC5 13.75 25.3 na MC6 13.75 25.5 na W 13.75 25.96 na 1 16.5 21.39 na 2 16.5 21.39 na 3 16.5 21.39 na RL1 16.5 21.39 na 4 16.5 K = K@ 101 20.24 na 21.23 5 16.5 K = K @ 101 19.82 na 21.01 6 16.5 K = K @ 101 19.81 na 21.0 7 16.5 K=K@ 101 20.06 na 21.13 RCI 16.5 21.56 na 8 16.5 KK@101 21.51 na 21.88 9 14.5 K = K @ 101 22.45 na 22.35 10 14.5 23.05 na 11 16.5 21.45 na 12 16.5 21.45 na 13 16.5 21.45 na RL2 16.5 21.45 na 14 16.5 K = K @ 101 20.29 na 21.25 15 16.5 KK@101 19.87 na 21.03 16 16.5 KK©101 19.86 na 21.02 17 16.5 KK@101 20.1 na 21.15 RC2 16.5 21.59 na 18 16.5 KK@101 21.55 na 21.9 19 14.5 K = K @ 101 22.48 na 22.37 20 14.5 23.08 na 21 16.5 21.66 na 22 16.5 21.66 na 23 16.5 21.66 na RL3 16.5 21.66 na 24 16.5 KK@101 20.48 na 21.35 25 16.5 KK@101 20.03 na 21.12 26 16.5 KK@101 20.02 na 21.11 27 16.5 K = K @101 20.25 na 21.23 RC3 16.5 21.72 na 28 16.5 KK@101 21.67 na 21.96 29 14.5 K = K © 101 22.61 na 22.43 30 14.5 23.2 na ML4 10.833 25.71 na RL4 16.5 23.39 na 31 16.5 23.48 na 32 16.5 23.58 na 33 16.5 23.68 na 34 16.5 23.78 na RC4 16.5 23.96 na 35 16.5 24.04 na 36 14.5 25.58 na 37 14.5 25.91 na ML5 10.833 26.15 na RL5 16.5 23.8 na 40 16.5 23.87 na 41 16.5 23.94 na 42 16.5 24.02 na 43 16.5 24.1 na Flow Summary - Standard COSCO FIRE PROTECTION Page 5 1306-1134 PLAZA PASEO REAL 6949 Li Date 7-17-13 le Elevation K-Fact Pt Pn Flow Density Area Press Actual Actual Ra RC5 16.5 24.21 na 44 16.5 24.3 na 45 14.5 25.85 na 46 14.5 26.18 na Ml-6 10.833 26.51 na RL6 16.5 24.16 na RC6 16.5 24.47 na ML7 10.833 26.75 na RU 16.5 24.72 na MC7 16.5 26.01 na RC7 16.5 26.01 na ML1 10.833 24.88 na ML2 10.833 24.95 na ML3 10.833 25.19 na MRI 11.5 29.94 na MR2 11.5 29.97 na MR3 11.5 30.07 na MR4 11.5 30.29 na MR5 11.5 30.61 na MR6 11.5 31.07 na MR7 11.5 31.51 na Z 11.5 33.19 na Zi 11.5 35.02 na BOR 11.5 36.09 na UG1 11.5 36.17 na BF1 11.5 36.51 na BF2 11.5 42.96 na TEST 17.5 40.48 na 250.0 The maximum velocity is 11.71 and it occurs in the pipe between nodes RC1 and MCi ...... D,... k, I... ,+, 4-1 4 AI....46,....... KU U I It' A rVr\n7 Final Calculations - Hazen-Williams COSCO FIRE PROTECTION Page 6 1306-1134 PLAZA PASEO REAL 6949 Li Date 7-17-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 'C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Di 21.00 1.049 IT 5.0 3.000 14.062 K Factor = 5.60 to 120.0 1 2.0 7.000 3.898 100 21.0 0.1425 0.0 10.000 1.425 Vet = 7.80 0.0 21.00 19.385 K Factor= 4.77 D2 21.00 1.049 2T 10.0 3.000 14.062 K Factor= 5.60 to 120.0 0.0 10.000 3.898 101 21.0 0.1425 0.0 13.000 1.852 Vet = 7.80 0.0 21.00 19.812 K Factor= 4.72 *ADDED MAIN X -214.05 3.26 3E 28.223 99.750 33.124 to 120.0 IT 20.159 48.382 -0.974 W -214.05 -0.0418 0.0 148.132 -6.186 Vet = 8.23 0.0 -214.05 25.964 K Factor = -42.01 MCI 54.57 3.26 0.0 10.000 24.667 to 120.0 0.0 0.0 0.0 MC2 54.57 0.0033 0.0 10.000 0.033 Vet = 2.10 MC2 54.54 3.26 0.0 10.000 24.700 to 120.0 0.0 0.0 0.0 MC3 109.11 0.0120 0.0 10.000 0.120 Vet = 4.19 MC3 54.40 3.26 0.0 10.000 24.820 to 120.0 0.0 0.0 0.0 MC4 163.51 0.0254 0.0 10.000 0.254 Vet = 6.28 MC4 -9.52 3.26 0.0 10.000 25.074 to 120.0 0.0 0.0 0.0 MC5 153.99 0.0227 0.0 10.000 0.227 Vet = 5.92 MC5 -11.25 3.26 0.0 10.000 25.301 to 120.0 0.0 0.0 0.0 MC6 142.74 0.0197 0.0 10.000 0.197 Vet = 5.49 MC6 -14.60 3.26 IT 20.159 8.667 25.498 to 120.0 0.0 20.159 0.0 W 128.14 0.0162 0.0 28.826 0.466 Vet = 4.93 W -214.05 3.26 2E 18.815 43.500 25.964 to 120.0 0.0 18.815 1.263 ML7 -85.91 -0.0077 0.0 62.315 -0.480 Vet = 3.30 0.0 -85.91 26.747 K Factor = -16.61 *L1 1 0.0 1.049 0.0 8.666 21.388 to 120.0 0.0 0.0 0.0 2 0.0 0.0 0.0 8.666 0.0 Vet = 0 2 0.0 1.049 0.0 8.666 21.388 to 120.0 0.0 0.0 0.0 3 0.0 0.0 0.0 8.666 0.0 Vet = 0 3 0.0 1.38 IT 6.0 7.333 21.388 to 120.0 0.0 6.000 0.0 RL1 0.0 0.0 0.0 13.333 0.0 Vet = 0 hv Hvtr2tptInr. Prii,ta 111 Win1hm N H. (iSA 03087 Final Calculations - Hazen-Williams COSCO FIRE PROTECTION Page 7 13061134 PLAZA PASEO REAL 6949 Li Date 7-17-13 Iyd. Oa Dia. Fitting Pipe Pt Pt k) f. "C" or Ftng's Pe Pv Notes Point at P1/Ft Eqv. Ln. Total P1 Pn RLI 45.42 1.38 iT 6.0 0.666 21.388 to 120.0 0.0 6.000 2.454 MLI 45.42 0.1562 0.0 6.666 1.041 Vel = 9.74 0.0 45.42 24.883 K Factor = 9.11 RL1 -45.42 1.38 IT 6.0 1.333 21.388 to 120.0 0.0 6.000 0.0 4 -45.42 -0.1560 0.0 7.333 -1.144 Vet= 9.74 4 21.23 1.38 0.0 8.666 20.244 K Factor@ node 101 to 120.0 0.0 0.0 0.0 5 -24.19 -0.0487 0.0 8.666 -0.422 Vet = 5.19 5 21.00 1.38 0.0 8.666 19.822 K Factor @ node 101 to 120.0 0.0 0.0 0.0 6 -3.19 -0.0012 0.0 8.666 -0.010 Vet = 0.68 6 21.00 1.38 0.0 8.833 19.812 K Factor @node 101 to 120.0 0.0 0.0 0.0 7 17.81 0.0276 0.0 8.833 0.244 Vet = 3.82 7 21.13 1.38 iT 6.0 6.792 20.056 K Factor@ node 101 to 120.0 0.0 6.000 0.0 11 38.94 0.1174 0.0 12.792 1.502 Vel = 8.35 15.63 1.38 iT 6.0 2.750 21.558 to 120.0 0.0 6.000 1.191 MCi 54.57 0.2192 0.0 8.750 1.918 Vet = 11.71 0.0 54.57 24.667 K Factor= 10.99 RCi -15.63 1.38 0.0 2.208 21.558 to 120.0 0.0 0.0 0.0 8 -15.63 -0.0217 0.0 2.208 -0.048 Vet = 3.35 8 21.88 1.38 2E 6.0 12.500 21.510 K Factor @ node loi to 120.0 0.0 6.000 0.866 9 6.25 0.0040 0.0 18.500 0.074 Vet = 1.34 9 to 22.36 1.38 120.0 0.0 0.0 9.000 0.0 22.450 0.0 K Factor@ node 101 10 28.61 0.0663 0.0 9.000 0.597 Vet = 6.14 10 0.0 1.38 2E 6.0 72.333 23.047 to 120.0 iT 6.0 12.000 1.299 MRI 28.61 0.0664 0.0 84.333 5.598 Vet = 6.14 0.0 28.61 29.944 K Factor= 5.23 *L2 11 0.0 1.049 0.0 8.666 21.447 to 120.0 0.0 0.0 0.0 12 0.0 0.0 0.0 8.666 0.0 Vet = 0 0.0 1.049 0.0 8.666 21.447 120.0 0.0 0.0 0.0 13 0.0 0.0 0.0 8.666 0.0 Vet = 0 13 0.0 1.38 iT 6.0 7.333 21.447 to 120.0 0.0 6.000 0.0 RL2 0.0 0.0 0.0 13.333 0.0 Vet = 0 Final Calculations - Hazen-Williams COSCO FIRE PROTECTION Page 8 1306-1134 PLAZA PASEO REAL 6949 LI Date 7-17-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 'C" or Ftng's Pe Pv Notes Point Qt Pt/Ft Eqv. Ln. Total Pf Pn RL2 45.60 1.38 iT 6.0 0.666 21.447 to 120.0 0.0 6.000 2.454 ML2 45.6 0.1574 0.0 6.666 1.049 Vet = 9.78 0.0 45.60 24.950 K Factor = 9.13 RL2 -45.60 1.38 IT 6.0 1.333 21.447 to 120.0 0.0 6.000 0.0 14 -45.6 -0.1572 0.0 7.333 -1.153 Vet = 9.78 14 21.25 1.38 0.0 8.666 20.294 K Factor @ node 101 to 120.0 0.0 0.0 0.0 15 -24.35 -0.0493 0.0 8.666 -0.427 Vet = 5.22 15 21.03 1.38 0.0 8.666 19.867 K Factor@ node 101 to 120.0 0.0 0.0 0.0 16 -3.32 -0.0012 0.0 8.666 -0.010 Vet = 0.71 16 21.03 1.38 0.0 8.833 19.857 K Factor @ node l0l to 120.0 0.0 0.0 0.0 17 17.71 0.0273 0.0 8.833 0.241 Vet= 3.80 17 21.15 1.38 1 6.0 6.792 20.098 K Factor @node 101 to 120.0 0.0 6.000 0.0 RC2 38.86 0.1169 0.0 12.792 1.496 Vet = 8.34 RC2 15.68 1.38 1 6.0 2.750 21.594 to 120.0 0.0 6.000 1.191 MC2 54.54 0.2189 0.0 8.750 1.915 Vet = 11.70 0.0 54.54 24.700 K Factor = 10.97 RC2 -15.68 1.38 0.0 2.208 21.594 to 120.0 0.0 0.0 0.0 18 -15.68 -0.0217 0.0 2.208 -0.048 Vet = 3.36 18 21.90 1.38 2E 6.0 12.500 21.546 K Factor @node 101 to 120.0 0.0 6.000 0.866 19 6.22 0.0039 0.0 18.500 0.073 Vet = 1.33 19 22.37 1.38 0.0 9.000 22.485 K Factor@ node 101 to 120.0 0.0 0.0 0.0 20 28.59 0.0662 0.0 9.000 0.596 Vet = 6.13 20 0.0 1.38 2E 6.0 72.333 23.081 to 120.0 iT 6.0 12.000 1.299 MR2 28.59 0.0663 0.0 84.333 5.592 Vet = 6.13 0.0 28.59 29.972 K Factor = 5.22 *L3 21 0.0 1.049 0.0 8.666 21.661 to 120.0 0.0 0.0 0.0 22 0.0 0.0 0.0 8.666 0.0 Vet = 0 22 0.0 1.049 0.0 8.666 21.661 to 120.0 0.0 0.0 0.0 23 0.0 0.0 0.0 8.666 0.0 Vet = 0 23 0.0 1.38 iT 6.0 7.333 21.661 to 120.0 0.0 6.000 0.0 RL3 0.0 0.0 0.0 13.333 0.0 Vet = 0 Final Calculations - Hazen-Williams COSCO FIRE PROTECTION Page 9 1306-1134 PLAZA PASEO REAL 6949 LI Date 7-17-13 yd. Qa Dia. Fitting Pipe Pt Pt ef. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn RL3 46.26 1.38 iT 6.0 0.666 21.661 to 120.0 0.0 6.000 2.454 MU 46.26 0.1616 0.0 6.666 1.077 Vet = 9.92 0.0 46.26 25.192 K Factor = 9.22 RL3 -46.26 1.38 1 6.0 1.333 21.661 to 120.0 0.0 6.000 0.0 24 -46.26 -0.1615 0.0 7.333 -1.184 Vet = 9.92 24 21.35 1.38 0.0 8.666 20.477 K Factor@ node 101 to 120.0 0.0 0.0 0.0 25 -24.91 -0.0515 0.0 8.666 -0.446 Vet = 5.34 25 21.11 1.38 0.0 8.666 20.031 K Factor@ node 101 to 120.0 0.0 0.0 0.0 26 -3.8 -0.0015 0.0 8.666 -0.013 Vet = 0.82 26 21.11 1.38 0.0 8.833 20.018 K Factor @ node 101 to 120.0 0.0 0.0 0.0 27 17.31 0.0262 0.0 8.833 0.231 Vet = 3.71 27 21.23 1.38 IT 6.0 6.792 20.249 K Factor @node 101 to 120.0 0.0 6.000 0.0 33 38.54 0.1152 0.0 12.792 1.473 Vet = 8.27 15.86 1.38 iT 6.0 2.750 21.722 to 120.0 0.0 6.000 1.191 MC3 54.4 0.2179 0.0 8.750 1.907 Vet = 11.67 0.0 54.40 24.820 K Factor= 10.92 RC3 -15.86 1.38 0.0 2.208 21.722 to 120.0 0.0 0.0 0.0 28 -15.86 -0.0222 0.0 2.208 -0.049 Vet = 3.40 28 21.96 1.38 2E 6.0 12.500 21.673 K Factor @ node ioi to 120.0 0.0 6.000 0.866 29 6.1 0.0038 0.0 18.500 0.071 Vet = 1.31 29 22.44 1.38 0.0 9.000 22.610 K Factor@ node 101 to 120.0 0.0 0.0 0.0 30 28.54 0.0660 0.0 9.000 0.594 Vel = 6.12 30 0.0 1.38 2E 6.0 72.333 23.204 to 120.0 iT 6.0 12.000 1.299 MR3 28.54 0.0661 0.0 84.333 5.571 Vet = 6.12 0.0 28.54 30.074 K Factor = 5.20 *L4 ML4 11.20 1.38 IT 6.0 5.667 25.709 to 120.0 0.0 6.000 -2.454 RL4 11.2 0.0117 0.0 11.667 0.136 Vel = 2.40 DI 4 0.0 1.38 iT 6.0 1.333 23.391 120.0 0.0 6.000 0.0 11.2 0.0117 0.0 7.333 0.086 Vet = 2.40 31 0.0 1.38 0.0 8.666 23.477 to 120.0 0.0 0.0 0.0 32 11.2 0.0118 0.0 8.666 0.102 Vet = 2.40 rrmni itcr Prn,,rm h, I-1,1rfr' kir ufa 111 Aflnlh.r-., ki LI I tQ A (Vfl07 Final Calculations - Hazen-Williams COSCO FIRE PROTECTION Page 10 1306-1134 PLAZA PASEO REAL 6949 LI Date 7-17-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point at Pf/Ft Eqv. Ln. Total Pf Pn 32 0.0 1.38 0.0 8.666 23.579 to 120.0 0.0 0.0 0.0 33 11.2 0.0117 0.0 8.666 0.101 Vel = 2.40 33 0.0 1.38 0.0 8.833 23.680 to 120.0 0.0 0.0 0.0 34 11.2 0.0117 0.0 8.833 0.103 VeI2.40 34 0.0 1.38 IT 6.0 9.000 23.783 to 120.0 0.0 6.000 0.0 RC4 11.2 0.0117 0.0 15.000 0.176 Vel = 2.40 RC4 -20.72 1.38 IT 6.0 2.750 23.959 to 120.0 0.0 6.000 1.191 MC4 -9.52 -0.0087 0.0 8.750 -0.076 Vel = 2.04 0.0 -9.52 25.074 K Factor= -1.90 RC4 20.72 1.38 0.0 2.208 23.959 to 120.0 0.0 0.0 0.0 35 20.72 0.0367 0.0 2.208 0.081 Vet = 4.44 35 0.0 1.38 2E 6.0 12.500 24.040 to 36 20.72 120.0 0.0365 0.0 0.0 6.000 18.500 0.866 0.676 Vet = 4.44 36 0.0 1.38 0.0 9.000 25.582 to 120.0 0.0 0.0 0.0 37 20.72 0.0366 0.0 9.000 0.329 Vet = 4.44 37 0.0 1.38 2E 6.0 72.333 25.911 to 120.0 IT 6.0 12.000 1.299 MR4 20.72 0.0365 0.0 84.333 3.081 Vet = 4.44 0.0 20.72 30.291 K Factor= 3.76 *L5 ML5 9.66 1.38 IT 6.0 5.667 26.152 to 120.0 0.0 6.000 -2.454 RL5 9.66 0.0088 0.0 11.667 0.103 Vel = 2.07 RL5 0.0 1.38 IT 6.0 1.333 23.801 to 120.0 0.0 6.000 0.0 40 9.66 0.0089 0.0 7.333 0.065 Vet = 2.07 40 0.0 1.38 0.0 8.666 23.866 to 120.0 0.0 0.0 0.0 41 9.66 0.0090 0.0 8.666 0.078 Vet = 2.07 41 0.0 1.38 0.0 8.666 23.944 to 120.0 0.0 0.0 0.0 42 9.66 0.0089 0.0 8.666 0.077 Vet = 2.07 42 0.0 1.38 0.0 8.833 24.021 to 120.0 0.0 0.0 0.0 43 9.66 0.0088 0.0 8.833 0.078 Vet = 2.07 43 0.0 1.38 IT 6.0 6.792 24.099 to 120.0 0.0 6.000 0.0 RC5 9.66 0.0089 0.0 12.792 0.114 Vet = 2.07 Final Calculations - Hazen-Williams COSCO FIRE PROTECTION Page 11 1306-1134 PLAZA PASEO REAL 6949 LI Date 7-17-13 lyd. Qa Dia. Fitting Pipe Pt Pt ef. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn RC5 -20.90 1.38 IT 6.0 2.750 24.213 to 120.0 0.0 6.000 1.191 MC5 -11.24 -0.0118 0.0 8.750 -0.103 VeI= 2.41 0.0 -11.24 25.301 K Factor = -2.23 RC5 20.90 1.38 0.0 2.208 24.213 to 120.0 0.0 0.0 0.0 44 20.9 0.0371 0.0 2.208 0.082 Vet = 4.48 44 0.0 1.38 2E 6.0 12.500 24.295 to 120.0 0.0 6.000 0.866 45 20.9 0.0372 0.0 18.500 0.688 Vet = 4.48 45 0.0 1.38 0.0 9.000 25.849 to 120.0 0.0 0.0 0.0 46 20.9 0.0371 0.0 9.000 0.334 Vet = 4.48 46 0.0 1.38 2E 6.0 72.333 26.183 to 120.0 iT 6.0 12.000 1.299 MR5 20.9 0.0372 0.0 84.333 3.133 Vet = 4.48 0.0 20.90 30.615 K Factor = 3.78 9.68 1.38 1 6.0 5.667 26.514 to 120.0 0.0 6.000 -2.454 RL6 9.68 0.0089 0.0 11.667 0.104 Vet = 2.08 RL6 0.0 1.38 0.0 34.792 24.164 to 120.0 0.0 0.0 0.0 RC6 9.68 0.0089 0.0 34.792 0.311 Vet = 2.08 RC6 -24.28 1.38 IT 6.0 2.750 24.475 to 120.0 0.0 6.000 1.191 MC6 -14.6 -0.0192 0.0 8.750 -0.168 Vet = 3.13 0.0 -14.60 25.498 K Factor = -2.89 RC6 24.28 1.38 4E 12.0 72.333 24.475 to 120.0 iT 6.0 18.000 2.166 MR6 24.28 0.0490 0.0 90.333 4.424 Vet = 5.21 0.0 24.28 31.065 KFactor= 4.36 *L7 MU 20.84 1.38 iT 6.0 5.667 26.747 to 120.0 0.0 6.000 -2.454 RU 20.84 0.0369 0.0 11.667 0.431 Vet = 4.47 RU 0.0 1.38 0.0 34.792 24.724 to 120.0 0.0 0.0 0.0 RC7 20.84 0.0369 0.0 34.792 1.285 Vet = 4.47 0.0 20.84 26.009 K Factor = 4.09 MC7 0.0 1.38 iT 6.0 5.667 26.009 to 120.0 0.0 6.000 0.0 RC7 0.0 0.0 0.0 11.667 0.0 Vet = 0 1 1 4 tA,;.,,4k,..-., tI U I t A fl21107 Final Calculations - Hazen-Williams COSCO FIRE PROTECTION Page 12 1306-1134 PLAZA PASEO REAL 6949 Li Date 7-17-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt PfIFt Eqv. Ln. Total Pf Pn RC7 20.84 1.38 4E 12.0 72.333 26.009 to 120.0 iT 6.0 18.000 2.166 MR7 20.84 0.0369 0.0 90.333 3.336 Vel = 4.47 0.0 20.84 31.511 K Factor = 3.71 *L MAIN ML1 45.42 2.635 0.0 10.000 24.883 to 120.0 0.0 0.0 0.0 ML2 45.42 0.0067 0.0 10.000 0.067 Vet = 2.67 ML2 45.60 2.635 0.0 10.000 24.950 to 120.0 0.0 0.0 0.0 ML3 91.02 0.0242 0.0 10.000 0.242 Vet = 5.36 ML3 46.26 2.635 0.0 10.000 25.192 to 120.0 0.0 0.0 0.0 ML4 137.28 0.0517 0.0 10.000 0.517 Vet = 8.08 ML4 -11.19 2.635 0.0 10.000 25.709 to 120.0 0.0 0.0 0.0 ML5 126.09 0.0443 0.0 10.000 0.443 Vet = 7.42 ML5 -9.66 2.635 0.0 9.500 26.152 to 120.0 0.0 0.0 0.0 ML6 116.43 0.0381 0.0 9.500 0.362 Vet = 6.85 ML6 -9.68 2.635 0.0 7.167 26.514 to 120.0 0.0 0.0 0.0 MU 106.75 0.0325 0.0 7.167 0.233 Vet = 6.28 0.0 106.75 26.747 K Factor = 20.64 *R MAIN MR1 28.61 1 2.635 0.0 10.000 29.944 to 120.0 0.0 0.0 0.0 MR2 28.61 0.0028 0.0 10.000 0.028 Vet = 1.68 MR2 28.59 2.635 0.0 10.000 29.972 to 120.0 0.0 0.0 0.0 MR3 57.2 0.0102 0.0 10.000 0.102 Vet = 3.37 MR3 28.54 2.635 0.0 10.000 30.074 to 120.0 0.0 0.0 0.0 MR4 85.74 0.0217 0.0 10.000 0.217 Vet = 5.04 MR4 20.72 2.635 0.0 10.000 30.291 to 120.0 0.0 0.0 0.0 MRS 106.46 0.0324 0.0 10.000 0.324 Vet = 6.26 MR5 20.90 2.635 0.0 10.000 30.615 to 120.0 0.0 0.0 0.0 MR6 127.36 0.0450 0.0 10.000 0.450 Vet = 7.49 MR6 24.28 2.635 0.0 7.167 31.065 to 120.0 0.0 0.0 0.0 MR7 151.64 0.0622 0.0 7.167 0.446 Vet = 8.92 MR7 20.84 2.635 iT 16.474 3.958 31.511 to 120.0 0.0 16.474 0.0 X 172.48 0.0789 0.0 20.432 1.613 Vet = 10.15 Pr,, utc 111 //inr1hgm .J 1-1 I ISA (VflR7 Final Calculations - Hazen-Williams COSCO FIRE PROTECTION Page 13 1306-1134 PLAZA PASEO REAL 6949 LI Date 7-17-13 lyd. Qa Dia. Fitting Pipe Pt Pt ef. 'C" or Ftng's Pe Pv Notes Point at Pf/Ft Eqv. Ln. Total Pf Pn X 214.05 4.26 0.0 1.958 33.124 to 120.0 0.0 0.0 0.0 Z 386.53 0.0342 0.0 1.958 0.067 Vel = 8.70 0.0 386.53 33.191 K Factor= 67.09 *BULK Z 386.53 4.26 2E 26.334 27.667 33.191 to 120.0 0.0 26.334 0.0 Zi 386.53 0.0339 0.0 54.001 1.828 Vel = 8.70 Zi 0.0 4.26 2E 26.334 5.292 35.019 to 120.0 0.0 26.334 0.0 BOR 386.53 0.0339 0.0 31.626 1.071 Vel = 8.70 BOR 0.0 6.16 1L 12.911 6.500 36.090 to 140.0 0.0 12.911 0.0 UG1 386.53 0.0042 0.0 19.411 0.082 Vel = 4.16 UG1 0.0 6.16 2L 25.822 53.000 36.172 to 140.0 0.0 25.822 0.0 BF1 386.53 0.0042 0.0 78.822 0.333 Vel = 4.16 BFI 0.0 8.27 5L 102.801 10.000 36.505 140.0 11 55.354 158.155 6.286 * Fixed loss = 6.286 :2 386.53 0.0010 iZin 0.0 168.155 0.170 Vel = 2.31 BF2 0.0 8.27 2L 41.12 19.000 42.961 to 140.0 iT 55.354 102.800 -2.599 TEST 386.53 0.0010 1G 6.326 121.800 0.123 Vel = 2.31 250.00 Qa = 250.00 636.53 40.485 K Factor = 100.04 Computer Proqrams by Hydratec Inc. Route 111 Windham N.H. USA 0087 - Fire Protection by Computer Design COSCO FIRE PROTECTION 10695 Treena St. #105 San Diego, CA. 92131 (858) 444-2000 Job Name : 1306-1134 PLAZA PASEO REAL 6949 L2 Building : FP2 OF 3 Location : 6949 EL CAMINO REAL CARLSBAD, CA. 92009 System : AREA 3 Contract 1306-1134 Data File : 1306-1134 Plaza Pasëo Real 6949 L2 CALC AREA #3 (KITCHEN).WX S Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 COSCO FIRE PROTECTION Page 1 1306-1134 PLAZA PASEO REAL 6949 L2 Date 7-17-13 HYDRAULIC CALCULATIONS for Project name: PLAZA PASEO REAL 6949 Location: 6949 EL CAMINO REAL CARLSBAD, CA. 92009 Drawing no: FP2OF3 Date: 7-17-13 Design Remote area number: AREA 3 Remote area location: KITCHEN Occupancy classification: LIGHT/ORDINARY HAZARD 1 Density: .10/.15 - Gpm/SqFt Area of application: 1500 - SqFt Coverage per sprinkler: VARIES - SqFt Type of sprinklers calculated: VIKING SSP (S.R.) No. of sprinklers calculated: 18 In-rack demand: N/A - GPM Hose streams: 250 - GPM Total water required (including hose streams): 712.62 -GPM @ 55.398 -Psi Type of system: WET Volume of dry orpreaction system: N/A - Gal Water supply information Date: 3-6-13 Location: 6961 EL CAMINO REAL Source: FLOW= 1060 GPM, STATIC= 70 PSI, RESIDUAL= 64 PSI Name of contractor: COSCO FIRE PROTECTION Address: 10695 TREENA ST. STE. 105/ SAN DIEGO, CA. 92131 Phone number: 858-444-2000 Name of designer: H.A. Authority having jurisdiction: CARLSBAD FIRE DEPARTMENT Notes: (Include peaking information or gridded systems here.) ('rmr,i,fr 2rnnr2m hi Wt,,1rf' Ins-. Pni ifin 111 \Mir,dh,m NJ W I IA (VflR7 water 6uppy uurve U) COSCO FIRE PROTECTION Page 2 1306-1134 PLAZA PASEO REAL 6949 L2 Date 7-17-13 City Water Supply: Demand: Cl - Static Pressure : 63 Dl - Elevation : 2.996 C2 - Residual Pressure: 57 02 - System Flow : 462.624 C2 - Residual Flow : 1060 02 - System Pressure : 55.398 Hose ( Demand) : 250 D3 - System Demand : 712.624 Safety Margin : 4.723 150 140 130 p120 R° E10° s 90 80 u7° : T _________ R 60 _ _____ - 50 - - / 03 40 30 20 10 - .I 200 400 600 800 1000 1200 1400 1600 1800 FLOW (N "1.85) Computer Programs by Hydratec Inc. 111 Windham N.H. USA 03087 ruLLIIIy 'JU OUtItlJIdt Page 3 Date 7-17-13 Fitting Legend Abbrev. Name % Y4 1 1% 1% 2 21/2 3 31,4 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 L NFPA 13 Long Turn Elbow 0.5 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zin Wilkins 450DA Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *• The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. COSCO FIRE I FECTION 1306-1134 PLAZA PASEO REAL 6949 L2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure I Flow Summary - STANDARD COSCO FIRE PROTECTION Page 4 1306-1134 PLAZA PASEO REAL 6949 L2 Date 7-17-13 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. LM1 25.0 28.3 na LM2 25.0 28.25 na LM3 25.0 28.11 na LM4 25.0 27.87 na LM5 25.0 27.85 na LM6 25.0 28.06 na LM7 25.0 28.43 na A 25.0 29.33 na B 25.0 32.63 na C 25.0 33.76 na Zi 25.0 43.64 na M7A 25.0 32.7 na RM1 25.0 32.6 na RM2 25.0 32.61 na RM3 25.0 32.65 na RM4 25.0 32.86 na RM5 25.0 33.02 na RM6 25.0 33.37 na RM7 25.0 33.59 na LR1 26.0 28.52 na LR2 26.0 28.48 na LR3 26.0 28.37 na LR4 26.0 24.55 na LR5 26.0 22.4 na LR6 26.0 23.82 na LR7 26.0 27.99 na RRI 26.0 31.98 na RR2 26.0 31.99 na RR3 26.0 32.02 na RR4 26.0 32.18 na RR5 26.0 32.18 na RR6 26.0 32.51 na RR7 25.5 36.0 na R7A 25.5 32.48 na RI 26.0 31.22 na R3 26.0 31.22 na R4 26.0 31.22 na Dl 22.417 5.6 15.02 na 21.7 0.01 118 7.0 1 26.0 14.64 na D2 22.417 5.6 15.2 na 21.84 0.01 92 7.0 2 26.0 16.37 na D3 22.417 5.6 20.33 na 25.25 0.01 45 7.0 3 26.0 22.34 na D4 22.417 5.6 22.19 na 26.38 0.01 78 7.0 4 26.0 24.49 na D5 22.417 5.6 22.0 na 26.26 0.1 130 7.0 5 26.0 24.88 na R5 26.0 31.15 na D6 22.417 5.6 9.42 na 17.19 0.01 54 7.0 6 26.0 8.63 na D8 22.417 5.6 8.2 na 16.04 0.15 95 7.0 7 26.0 8.19 na D7 22.417 5.6 8.33 na 16.16 0.15 45 7.0 D9 22.417 5.6 8.72 na 16.54 0.15 32 7.0 8 26.0 9.41 na DIO 24.417 5.6 9.5 na 17.26 0.15 23 7.0 9 26.0 10.9 na Dli 24.417 5.6 12.13 na 19.5 0.15 130 7.0 10 26.0 13.66 na D12 24.417 5.6 19.95 na 25.01 0.15 130 7.0 11 26.0 22.4 na D13 24.417 5.6 17.93 na 23.71 0.15 93 7.0 rtnrnniifor PrnnrnmQ h, H,r4rtr, Inn Pni da 111 Win1h2m NH I IRA flfl7 Flow Summary - Standard COSCO FIRE PROTECTION Page 5 1306-1134 PLAZA PASEO REAL 6949 L2 Date 7-17-13 ie Elevation K-Fact Pt Actual Pn Flow Actual Density Area Press Req. D14 22.417 5.6 18.71 na 24.23 0.15 53 7.0 12A 26.0 19.28 na 12B 26.0 22.89 na 13 26.0 26.73 na R6 26.0 30.49 na D16 22.417 5.6 13.6 na 20.65 0.01 225 7.0 14 26.0 13.78 na D17 22.417 5.6 13.7 na 20.73 0.15 130 7.0 15 26.0 14.88 na D18 22.417 5.6 15.83 na 22.28 0.15 130 7.0 16 26.0 17.38 na D19 22.417 5.6 18.41 na 24.03 0.1 98 7.0 17 26.0 20.15 na D20 22.417 5.6 19.65 na 24.83 0.1 53 7.0 D21 22.417 5.6 21.54 na 25.99 0.1 98 7.0 18 26.0 23.81 na D22 22.417 5.6 23.32 na 27.04 0.1 113 7.0 19 26.0 26.56 na R7 26.0 30.71 na Ml 25.0 31.84 na D 25.0 31.84 na M3 25.0 31.84 na M4 25.0 31.84 na M5 25.0 31.93 na M6 25.0 32.02 na M7 25.0 32.39 na MB 25.5 37.6 na M9 31.5 34.71 na 31.5 29.41 na 11.5 48.48 na 11.5 50.98 na UG1 11.5 51.09 na BFI 11.5 51.55 na BF2 11.5 57.83 na TEST 17.5 55.4 na 250.0 The maximum velocity is 22.21 and it occurs in the pipe between nodes LR5 and LM5 Computer Proqrams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams COSCO FIRE PROTECTION Page 6 1306-1134 PLAZA PASEO REAL 6949 L2 Date 7-17-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. I.Cff or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn *ADDED MAIN LMI -34.45 2.635 0.0 10.083 28.295 to 120.0 0.0 0.0 0.0 LM2 -34.45 -0.0040 0.0 10.083 -0.040 Vel = 2.03 LM2 -34.67 2.635 0.0 9.833 28.255 to 120.0 0.0 0.0 0.0 LM3 -69.12 -0.0145 0.0 9.833 -0.143 Vet = 4.07 LM3 -35.44 2.635 0.0 7.583 28.112 to 120.0 0.0 0.0 0.0 LM4 -104.56 -0.0313 0.0 7.583 -0.237 Vet = 6.15 LM4 76.81 2.635 0.0 9.917 27.875 to 120.0 0.0 0.0 0.0 LM5 -27.75 -0.0027 0.0 9.917 -0.027 Vet = 1.63 LM5 103.52 2.635 0.0 12.417 27.848 to 120.0 0.0 0.0 0.0 LM6 75.77 0.0172 0.0 12.417 0.214 Vet = 4.46 LM6 89.26 2.635 0.0 5.000 28.062 to 120.0 0.0 0.0 0.0 LM7 165.03 0.0728 0.0 5.000 0.364 Vet = 9.71 LM7 to 0.0 2.635 120.0 IE 8.237 0.0 4.125 8.237 28.426 0.0 A 165.03 0.0728 0.0 12.362 0.900 Vet = 9.71 A 0.0 2.635 iT 16.474 28.875 29.326 to 120.0 0.0 16.474 0.0 B 165.03 0.0727 0.0 45.349 3.299 Vet = 9.71 B -32.57 2.635 0.0 23.417 32.625 to 120.0 0.0 0.0 0.0 C 132.46 0.0485 0.0 23.417 1.135 Vet = 7.79 C 50.48 2.635 4E 32.948 62.750 33.760 to 120.0 iT 16.474 49.422 0.0 Zi 182.94 0.0881 0.0 112.172 9.877 Vet = 10.76 Zi 279.68 4.26 2E 26.334 5.292 43.637 to 120.0 0.0 26.334 5.847 BOR 462.62 0.0472 0.0 31.626 1.493 Vet = 10.41 0.0 462.62 50.977 K Factor = 64.79 M7A -32.56 2.635 iT 16.474 4.125 32.700 to 120.0 0.0 16.474 0.0 B -32.56 -0.0036 0.0 20.599 -0.075 Vet = 1.92 0.0 -32.56 32.625 K Factor = -5.70 RM1 17.22 2.635 0.0 10.083 32.598 to 120.0 0.0 0.0 0.0 RM2 17.22 0.0011 0.0 10.083 0.011 Vet = 1.01 RM2 17.33 2.635 0.0 9.833 32.609 to 120.0 0.0 0.0 0.0 RM3 34.55 0.0040 0.0 9.833 0.039 Vet = 2.03 RM3 17.73 2.635 2E 16.474 8.000 32.648 to 120.0 0.0 16.474 0.0 RM4 52.28 0.0087 0.0 24.474 0.213 Vet = 3.08 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams COSCO FIRE PROTECTION Page 7 1306-1134 PLAZA PASEO REAL 6949 L2 Date 7-17-13 lyd. Qa Dia. Fitting Pipe Pt Pt ef. "C" or Ftng's Pe Pv Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn RM4 20.28 2.635 0.0 9.917 32.861 to 120.0 0.0 0.0 0.0 RM5 72.56 0.0159 0.0 9.917 0.158 Vel = 4.27 RM5 26.49 2.635 0.0 12.417 33.019 to 120.0 0.0 0.0 0.0 RM6 99.05 0.0283 0.0 12.417 0.351 Vel = 5.83 RM6 27.39 2.635 0.0 5.000 33.370 to 120.0 0.0 0.0 0.0 RM7 126.44 0.0444 0.0 5.000 0.222 Vel = 7.44 RM7 -75.96 2.635 iT 16.474 4.125 33.592 to 120.0 0.0 16.474 0.0 C 50.48 0.0082 0.0 20.599 0.168 Vel = 2.97 0.0 50.48 33.760 K Factor = 8.69 *ADDED RN LR1 -34.45 1.38 iT 6.0 1.000 28.518 to 120.0 0.0 6.000 0.433 LM1 -34.45 -0.0937 0.0 7.000 -0.656 Vel = 7.39 0.0 -34.45 28.295 K Factor = -6.48 -34.67 1.38 1 6.0 1.000 28.485 to 120.0 0.0 6.000 0.433 LM2 -34.67 -0.0947 0.0 7.000 -0.663 Vel = 7.44 0.0 -34.67 28.255 K Factor = -6.52 LR3 -35.45 1.38 IT 6.0 1.000 28.370 to 120.0 0.0 6.000 0.433 LM3 -35.45 -0.0987 0.0 7.000 -0.691 Vel = 7.60 0.0 -35.45 28.112 KFactor= -6.69 LR4 76.82 1.38 1 6.0 1.000 24.553 to 120.0 0.0 6.000 0.433 LM4 76.82 0.4127 0.0 7.000 2.889 Vel = 16.48 0.0 76.82 27.875 K Factor = 14.55 LR5 103.52 1.38 IT 6.0 1.000 22.399 to 120.0 0.0 6.000 0.433 LM5 103.52 0.7166 0.0 7.000 5.016 Vel = 22.21 0.0 103.52 27.848 K Factor = 19.62 LR6 89.26 1.38 IT 6.0 1.000 23.816 to 120.0 0.0 6.000 0.433 LM6 89.26 0.5447 0.0 7.000 3.813 Vel = 19.15 0.0 89.26 28.062 K Factor = 16.85 LR7 0.0 1.38 IT 6.0 1.500 27.993 to 120.0 0.0 6.000 0.433 LM7 0.0 0.0 0.0 7.500 0.0 Vel = 0 IDrrrrmc hi Wu1rtr' Int' Pno ita 111 lA/indhirn IJ I-I lISA flflR7 Final Calculations - Hazen-Williams COSCO FIRE PROTECTION Page 8 1306-1134 PLAZA PASEO REAL 6949 L2 Date 7-17-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 0.0 28.426 K Factor= 0 RR1 17.22 1.38 IT 6.0 1.000 31.983 to 120.0 0.0 6.000 0.433 RMI 17.22 0.0260 0.0 7.000 0.182 Vet = 3.69 0.0 17.22 32.598 K Factor = 3.02 RR2 17.34 1.38 iT 6.0 1.000 31.992 to 120.0 0.0 6.000 0.433 RM2 17.34 0.0263 0.0 7.000 0.184 Vet = 3.72 0.0 17.34 32.609 K Factor = 3.04 RR3 17.73 1.38 1 6.0 1.000 32.024 to 120.0 0.0 6.000 0.433 RM3 17.73 0.0273 0.0 7.000 0.191 Vet = 3.80 0.0 17.73 32.648 KFactor= 3.10 RR4 20.28 1.38 1 6.0 1.000 32.182 to 120.0 0.0 6.000 0.433 RM4 20.28 0.0351 0.0 7.000 0.246 Vet = 4.35 0.0 20.28 32.861 K Factor = 3.54 RR5 26.49 1.38 iT 6.0 1.000 32.183 to 120.0 0.0 6.000 0.433 RM5 26.49 0.0576 0.0 7.000 0.403 Vet = 5.68 0.0 26.49 33.019 K Factor= 4.61 RR6 27.39 1.38 iT 6.0 1.000 32.508 to 120.0 0.0 6.000 0.433 RM6 27.39 0.0613 0.0 7.000 0.429 Vet = 5.88 0.0 27.39 33.370 K Factor = 4.74 RR7 -75.96 1.38 iT 6.0 0.500 36.003 to 120.0 0.0 6.000 0.217 RM7 -75.96 -0.4043 0.0 6.500 -2.628 Vet = 16.29 0.0 -75.96 33.592 K Factor = -13.11 R7A 0.0 1.38 IT 6.0 0.500 32.483 to 120.0 0.0 6.000 0.217 M7A 0.0 0.0 0.0 6.500 0.0 Vet = 0 0.0 0.0 32.700 K Factor = 0 *Li LRi 34.45 1.38 0.0 28.875 28.518 to 120.0 0.0 0.0 0.0 RI 34.45 0.0936 0.0 28.875 2.702 Vet = 7.39 RI -17.21 1.38 iT 6.0 1.000 31.220 to 120.0 0.0 6.000 0.433 Mi 17.24 0.0260 0.0 7.000 0.182 Vet = 3.70 r.nmnuiter Pronrnms hv Hvdratee Inc.. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams COSCO FIRE PROTECTION Page 9 1306-1134 PLAZA PASEO REAL 6949 L2 Date 7-17-13 'lyd. Qa Dia. Fitting Pipe Pt Pt ef. 'C" or Ftng's Pe Pv Notes ****** Point Qt PfIFt Eqv. Ln. Total Pf Pn 0.0 17.24 31.835 K Factor = 3.06 Ri 17.22 1.38 11 6.0 23.417 31.220 to 120.0 0.0 6.000 0.0 RR1 17.22 0.0259 0.0 29.417 0.763 Vel = 3.69 0.0 17.22 31.983 KFactor= 3.04 *L2 LR2 34.67 1.38 0.0 28.875 28.485 to 120.0 0.0 0.0 0.0 R3 34.67 0.0947 0.0 28.875 2.734 Vel = 7.44 R3 -17.34 1.38 1 6.0 1.000 31.219 to 120.0 0.0 6.000 0.433 M3 17.33 0.0263 0.0 7.000 0.184 Vel = 3.72 0.0 17.33 31.836 KFactor= 3.07 R3 17.34 1.38 IT 6.0 23.417 31.219 to 120.0 0.0 6.000 0.0 RR2 17.34 0.0263 0.0 29.417 0.773 Vel = 3.72 0.0 17.34 31.992 K Factor= 3.07 *L3 LR3 35.45 1.38 0.0 28.875 28.370 to 120.0 0.0 0.0 0.0 R4 35.45 0.0986 0.0 28.875 2.848 Vet = 7.60 R4 -17.73 1.38 iT 6.0 1.000 31.218 to 120.0 0.0 6.000 0.433 M4 17.72 0.0274 0.0 7.000 0.192 Vet = 3.80 0.0 17.72 31.843 KFactor= 3.14 R4 17.73 1.38 iT 6.0 23.417 31.218 to 120.0 0.0 6.000 0.0 RR3 17.73 0.0274 0.0 29.417 0.806 Vet = 3.80 0.0 17.73 32.024 K Factor = 3.13 *L4 Dl 21.70 1.049 2E 4.0 3.750 15.021 K Factor= 5.60 to 120.0 0.0 4.000 -1.552 1 21.7 0.1514 0.0 7.750 1.173 Vel = 8.06 1 0.0 1.049 0.0 11.417 14.642 to 120.0 0.0 0.0 0.0 2 21.7 0.1514 0.0 11.417 1.728 Vet = 8.06 0.0 21.70 16.370 KFactor= 5.36 21.84 1.049 2E 4.0 3.750 15.205 K Factor= 5.60 to 120.0 2T 10.0 14.000 -1.552 2 21.84 0.1531 0.0 17.750 2.717 Vet = 8.11 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams COSCO FIRE PROTECTION Page 10 1306-1134 PLAZA PASEO REAL 6949 L2 Date 7-17-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 2 21.70 1.049 0.0 10.875 16.370 to 120.0 0.0 0.0 0.0 3 43.54 0.5489 0.0 10.875 5.969 Vet = 16.16 0.0 43.54 22.339 K Factor = 9.21 D3 25.25 1.049 2E 4.0 3.750 20.335 K Factor = 5.60 to 120.0 2T 10.0 14.000 -1.552 3 25.25 0.2003 0.0 17.750 3.556 Vet = 9.37 3 43.54 1.38 IT 6.0 0.583 22.339 to 120.0 0.0 6.000 0.0 LR4 68.79 0.3363 0.0 6.583 2.214 Vet = 14.76 LR4 -76.81 1.38 0.0 9.792 24.553 to 120.0 0.0 0.0 0.0 4 -8.02 -0.0062 0.0 9.792 -0.061 VeI = 1.72 0.0 -8.02 24.492 K Factor = -1.62 D4 26.38 1.049 2E 4.0 3.750 22.189 K Factor = 5.60 to 120.0 21 10.0 14.000 -1.552 4 26.38 0.2172 0.0 17.750 3.855 Vet = 9.79 4 -8.03 1.38 0.0 13.292 24.492 to 120.0 0.0 0.0 0.0 5 18.35 0.0292 0.0 13.292 0.388 Vet = 3.94 0.0 18.35 24.880 K Factor = 3.68 D5 26.26 1.049 2E 4.0 6.583 21.997 K Factor = 5.60 to 120.0 21 10.0 14.000 -1.552 5 26.26 0.2155 0.0 20.583 4.435 Vet = 9.75 5 18.36 1.049 IT 5.0 5.917 24.880 to 120.0 0.0 5.000 0.0 R5 44.62 0.5742 0.0 10.917 6.268 Vet = 16.56 R5 -20.28 1.38 1 6.0 1.000 31.148 to 120.0 0.0 6.000 0.433 M5 24.34 0.0493 0.0 7.000 0.345 Vet = 5.22 0.0 24.34 31.926 K Factor = 4.31 R5 20.28 1.38 IT 6.0 23.417 31.148 to 120.0 0.0 6.000 0.0 RR4 20.28 0.0351 0.0 29.417 1.034 Vet = 4.35 0.0 20.28 32.182 K Factor = 3.57 *L5 D6 17.19 1.049 2E 4.0 3.750 9.417 K Factor = 5.60 to 120.0 0.0 4.000 -1.552 6 17.19 0.0983 0.0 7.750 0.762 Vet = 6.38 6 0.0 1.049 0.0 7.917 8.627 to 120.0 0.0 0.0 0.0 8 17.19 0.0984 0.0 7.917 0.779 Vet = 6.38 C'nmnithrPrnnrms hv kvdrttrinc Pntitp.111 Windhm N H liSA OflR7 Final Calculations - Hazen-Williams COSCO FIRE PROTECTION Page 11 1306-1134 PLAZA PASEO REAL 6949 L2 Date 7-17-13 lyd. Qa Dia. Fitting Pipe Pt Pt ef. "C" or Ftng's Pe Pv Notes ****** Point Qt PfIFt Eqv. Ln. Total Pf Pn 0.0 17.19 9.406 K Factor = 5.60 08 16.04 1.049 2E 4.0 8.792 8.203 K Factor = 5.60 to 120.0 1 5.0 9.000 -1.552 7 16.04 0.0865 0.0 17.792 1.539 Vel = 5.95 7 32.70 1.38 IT 6.0 0.833 8.190 to 120.0 0.0 6.000 0.0 8 48.74 0.1780 0.0 6.833 1.216 Vel = 10.45 0.0 48.74 9.406 K Factor = 15.89 07 16.16 1.049 1E 2.0 9.083 8.331 K Factor= 5.60 to 120.0 1 5.0 7.000 -1.552 7 16.16 0.0877 0.0 16.083 1.411 Vel = 6.00 0.0 16.16 8.190 K Factor = 5.65 D9 16.54 1.049 1 2.0 4.167 8.720 K Factor = 5.60 to 120.0 1 5.0 7.000 -1.552 7 16.54 0.0915 0.0 11.167 1.022 Vel = 6.14 0.0 16.54 8.190 KFactor= 5.78 65.92 1.38 0.0 4.792 9.406 to 120.0 0.0 0.0 0.0 9 65.92 0.3109 0.0 4.792 1.490 Vel = 14.14 0.0 65.92 10.896 K Factor= 19.97 010 17.26 1.049 3E 6.0 5.042 9.497 K Factor = 5.60 to 120.0 2T 10.0 16.000 -0.686 9 17.26 0.0991 0.0 21.042 2.085 Vel = 6.41 9 65.92 1.38 0.0 5.792 10.896 to 120.0 0.0 0.0 0.0 10 83.18 0.4781 0.0 5.792 2.769 Vel = 17.84 0.0 83.18 13.665 KFactor= 22.50 DII 19.50 1.049 2E 4.0 3.917 12.125 K Factor = 5.60 to 120.0 2T 10.0 14.000 -0.686 10 19.5 0.1242 0.0 17.917 2.226 Vel = 7.24 10 83.18 1.38 1 6.0 6.375 13.665 to 120.0 0.0 6.000 0.0 LR5 102.68 0.7058 0.0 12.375 8.734 Vel = 22.03 LR5 -103.52 1.38 0.0 4.125 22.399 to 120.0 0.0 0.0 0.0 11 -0.84 0.0 0.0 4.125 0.0 Vel = 0.18 0.0 -0.84 22.399 K Factor= -0.18 2 25.01 1.049 2E 4.0 1.917 19.952 K Factor= 5.60 TO 120.0 2T 10.0 14.000 -0.686 11 25.01 0.1968 0.0 15.917 3.133 Vel = 9.28 ComnuhrProorams by Hvdratec Inc Route 111 Windham N.H. USA 030R7 Final Calculations - Hazen-Williams COSCO FIRE PROTECTION Page 12 1306-1134 PLAZA PASEO REAL 6949 L2 Date 7-17-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 11 -0.83 1.38 0.0 10.042 22.399 to 120.0 0.0 0.0 0.0 12B 24.18 0.0486 0.0 10.042 0.488 Vet = 5.19 0.0 24.18 22.887 K Factor = 5.05 D13 23.71 1.049 1 2.0 4.417 17.930 K Factor = 5.60 to 120.0 1 5.0 7.000 -0.686 12A 23.71 0.1783 0.0 11.417 2.036 Vel = 8.80 0.0 23.71 19.280 K Factor= 5.40 D14 24.23 1.049 1 2.0 4.417 18.714 K Factor = 5.60 to 120.0 1 5.0 7.000 -1.552 12A 24.23 0.1855 0.0 11.417 2.118 Vet = 8.99 12A 23.71 1.049 1 5.0 0.500 19.280 to 120.0 0.0 5.000 0.0 12B 47.94 0.6558 0.0 5.500 3.607 Vet = 17.80 12B 24.17 1.38 0.0 10.458 22.887 to 120.0 0.0 0.0 0.0 13 72.11 0.3671 0.0 10.458 3.839 Vet = 15.47 13 0.0 1.38 iT 6.0 4.250 26.726 to 120.0 0.0 6.000 0.0 R6 72.11 0.3671 0.0 10.250 3.763 Vel = 15.47 R6 -26.49 1.38 IT 6.0 1.000 30.489 to 120.0 0.0 6.000 0.433 M6 45.62 0.1574 0.0 7.000 1.102 Vet = 9.79 0.0 45.62 32.024 K Factor= 8.06 R6 26.49 1.38 iT 6.0 23.417 30.489 to 120.0 0.0 6.000 0.0 RRS 26.49 0.0576 0.0 29.417 1.694 Vet = 5.68 0.0 26.49 32.183 K Factor= 4.67 *L6 D16 20.65 1.049 3E 6.0 6.500 13.602 K Factor= 5.60 to 120.0 0.0 6.000 -1.552 14 20.65 0.1382 0.0 12.500 1.727 Vet = 7.67 14 0.0 1.049 0.0 8.000 13.777 to 120.0 0.0 0.0 0.0 15 20.65 0.1381 0.0 8.000 1.105 Vet = 7.67 0.0 20.65 14.882 K Factor= 5.35 D17 20.73 1.049 2E 4.0 5.667 13.700 K Factor = 5.60 to 120.0 2T 10.0 14.000 -1.552 15 20.73 0.1390 0.0 19.667 2.734 Vet = 7.70 15 20.65 1.049 0.0 5.000 14.882 to 120.0 0.0 0.0 0.0 16 41.38 0.4996 0.0 5.000 2.498 Vet = 15.36 Comouter Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams COSCO FIRE PROTECTION Page 13 1306-1134 PLAZA PASEO REAL 6949 L2 Date 7-17-13 yd. Qa Dia. Fitting Pipe Pt Pt :ef. "C" or Ftng's Pe Pv Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 41.38 17.380 K Factor = 9.93 D18 22.28 1.049 2E 4.0 5.500 15.832 K Factor = 5.60 to 120.0 21 10.0 14.000 -1.552 16 22.28 0.1590 0.0 19.500 3.100 Vet = 8.27 16 41.38 1.38 0.0 9.500 17.380 to 120.0 0.0 0.0 0.0 17 63.66 0.2915 0.0 9.500 2.769 Vet = 13.66 0.0 63.66 20.149 KFactor= 14.18 D19 24.03 1.049 2E 4.0 4.000 18.411 K Factor = 5.60 to 120.0 21 10.0 14.000 -1.552 17 24.03 0.1828 0.0 18.000 3.290 Vet = 8.92 17 63.66 1.38 1 6.0 0.958 20.149 to 120.0 0.0 6.000 0.0 LR6 87.69 0.5270 0.0 6.958 3.667 Vet = 18.81 LR6 -89.25 1.38 0.0 9.542 23.816 to 120.0 0.0 0.0 0.0 18 -1.56 -0.0002 0.0 9.542 -0.002 Vet = 0.33 0.0 -1.56 23.814 K Factor= -0.32 D20 24.83 1.049 2E 4.0 10.417 19.655 K Factor = 5.60 to 120.0 3T 15.0 19.000 -1.552 18 24.83 0.1941 0.0 29.417 5.711 Vet= 9.22 0.0 24.83 23.814 K Factor = 5.09 D21 25.99 1.049 1 E 2.0 6.083 21.544 K Factor = 5.60 to 120.0 2T 10.0 12.000 -1.552 18 25.99 0.2114 0.0 18.083 3.822 Vet= 9.65 18 23.27 1.38 0.0 15.167 23.814 to 120.0 0.0 0.0 0.0 19 49.26 0.1813 0.0 15.167 2.750 VeI = 10.57 0.0 49.26 26.564 K Factor = 9.56 D22 27.04 1.049 2E 4.0 7.083 23.321 K Factor = 5.60 to 120.0 2T 10.0 14.000 -1.552 19 27.04 0.2274 0.0 21.083 4.795 Vet = 10.04 19 49.26 1.38 IT 6.0 4.167 26.564 to 120.0 0.0 6.000 0.0 R7 76.3 0.4075 0.0 10.167 4.143 VeI = 16.37 R7 -27.39 1.38 IT 6.0 1.000 30.707 to 120.0 0.0 6.000 0.433 M7 48.91 0.1790 0.0 7.000 1.253 Vet = 10.49 0.0 48.91 32.393 K Factor = 8.59 NI 27.39 1.38 IT 6.0 23.417 30.707 to 120.0 0.0 6.000 0.0 RR6 27.39 0.0612 0.0 29.417 1.801 Vel = 5.88 ComDuter Proorams by Hvdratec Inc. Route 111 Windhm N H (ISA flfl7 Final Calculations - Hazen-Williams COSCO FIRE PROTECTION Page 14 1306-1134 PLAZA PASEO REAL 6949 L2 Date 7-17-13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv Notes Point Qt PfIFt Eqv. Ln. Total Pf Pn 0.0 27.39 32.508 K Factor = 4.80 *MAIN MI 17.24 2.635 0.0 1.000 31.835 to 120.0 0.0 0.0 0.0 D 17.24 0.0010 0.0 1.000 0.001 Vet = 1.01 D -20.58 2.635 0.0 9.083 31.836 to 120.0 0.0 0.0 0.0 M3 -3.34 0.0 0.0 9.083 0.0 Vet = 0.20 M3 17.33 2.635 0.0 9.833 31.836 to 120.0 0.0 0.0 0.0 M4 13.99 0.0007 0.0 9.833 0.007 Vet = 0.82 M4 17.72 2.635 2E 16.474 7.583 31.843 to 120.0 0.0 16.474 0.0 M5 31.71 0.0035 0.0 24.057 0.083 Vet = 1.87 - M5 24.34 2.635 0.0 9.917 31.926 to 120.0 0.0 0.0 0.0 M6 56.05 0.0099 0.0 9.917 0.098 Vel = 3.30 M6 45.62 2.635 0.0 12.417 32.024 to 120.0 0.0 0.0 0.0 M7 101.67 0.0297 0.0 12.417 0.369 Vet = 5.98 M7 48.91 2.635 0.0 5.000 32.393 to 120.0 0.0 0.0 0.0 M7A 150.58 0.0614 0.0 5.000 0.307 Vet = 8.86 M7A 32.56 2.635 IT 16.474 23.417 32.700 to 120.0 0.0 16.474 -0.217 RR7 183.14 0.0882 0.0 39.891 3.520 Vet = 10.77 RR7 75.96 2.635 0.0 9.500 36.003 to 120.0 0.0 0.0 0.0 M8 259.1 0.1676 0.0 9.500 1.592 Vet = 15.24 M8 -279.67 2.067 3E 15.0 41.000 37.595 to 120.0 0.0 15.000 -2.599 M9 -20.57 -0.0050 0.0 56.000 -0.282 Vet = 1.97 M9 0.0 1.38 SE 15.0 126.000 34.714 to 120.0 iT 6.0 21.000 0.0 MIO -20.57 -0.0361 0.0 147.000 -5.302 Vet = 4.41 M10 0.0 2.067 1E 5.0 62.625 29.412 to 120.0 iT 10.0 15.000 2.815 D -20.57 -0.0050 0.0 77.625 -0.391 Vet = 1.97 0.0 -20.57 31.836 K Factor = -3.65 M8 279.68 3.26 3E 28.223 22.000 37.595 to 120.0 iT 20.159 48.382 6.063 Z 279.68 0.0685 0.0 70.382 4.821 Vet = 10.75 0.0 . 279.68 48.479 KFactor= 40.17 *BULK Comouter Proarams by Hvclratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams COSCO FIRE PROTECTION Page 15 1306-1134 PLAZA PASEO REAL 6949 L2 Date 7-17-13 lyd. Qa Dia. Fitting Pipe Pt Pt ef. "Ce or Ftngs Pe Pv Notes t-oint Qt P1/Ft Eqv. Ln. Total Pf Pn Z 279.68 426 2E 26.334 27.667 48.479 to 120.0 0.0 26.334 -5.847 Zi 279.68 0.0186 0.0 54.001 1.005 Vel = 6.30 0.0 279.68 43.637 K Factor= 42.34 BOR 462.62 6.357 1L 15.05 6.500 50.977 to 140.0 0.0 15.050 0.0 UGI 462.62 0.0051 0.0 21.550 0.109 Vet = 4.68 UGI 0.0 6.16 2L 25.822 53.000 51.086 to 140.0 0.0 25.822 0.0 BF1 462.62 0.0059 0.0 78.822 0.464 Vet = 4.98 BF1 0.0 8.27 5L 102.801 10.000 51.550 to BF2 462.62 140.0 0.0014 iT iZin 55.354 0.0 158.155 168.155 6.040 0.236 * Fixed loss = 6.04 Vel = 2.76 BF2 0.0 8.27 2L 41.12 19.000 57.826 to 140.0 iT 55.354 102.800 -2.599 TEST 462.62 0.0014 1G 6.326 121.800 0.171 Vet = 2.76 250.00 Qa = 250.00 712.62 55.398 K Factor= 95.74 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087