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5781 VAN ALLEN WAY; ; AS090095; Permit
4/4125, 11:16 AM AS090095 Permit Data City of Carlsbad Sprinkler Permit Permit No: AS090095 Job Address: 5781 VAN ALLEN WY Status: ISSUED Permit Type: SPRINK Applied 8/17/2009 Parcel No: 2121304400 Approved: 8/17/2009 Lot #: 0 Reference No.: Issued: 8/17/2009 PC #: Inspector: Project Title: LIFE TECHNOLOGIES CPI8 TI FIRE SPRINKLER INSPECTIONS Applicant: WESTERN FIRE PROTECTION 13630 DANIELSON P0 WAY CA 858-513-4949 Owner: GRIFFIN CAPITAL CARLSBAD POINTE INVESTORS L L C C/O INVITROGEN CORPORATION 1600 FARADAY AVE CARLSBAD CA Fees ($) Add'I Fees ($) Total ($) Balance ($) 130 0 130 0 about:blank 1/1 U Western Fire Protection Inc. U LIFE TECHNOLOGIES CP 18 Automatic Wet Fire Sprinkler System Western Job # C - 2656 Material & Equipment Submittal Automatic Wet Pipe Sprinkler System Provide Stamp for Approval in Space Below These plans have been reviewed for. appareàt compliance with the current applicable codes and standai1s in ior& in the jurisdiction. The.ówner orcoluractor may utilize this review in support of a appiica*iotIiir a building perititi with the e,sprcss unckrsianding that this res'iess in no way relicvs the ovnej'o'r contractor or their pitlessionat ettüieer or awhitect for sole responsibility for #1111 compliance with said codts and standards tic Iudittg. the huitdiOg7tode ilr flir'ny responsihilty for: deficiencies. errom ofluissions or'ndigence in these plaits whether or not iioted4h ihlic reviev-. Date,.,7(3'/'c? kviewe,' 0 RECOMMEND RECOMMEND APPROVAL. AS NOTED 13630 Danielson Street 9 Poway, CA 92064 • Phone: (858) 513-4949 9 Fax: (858) 513-1322 \Ii Western Fire Protection, Inc. I TABLE OF CONTENTS I 1. SPRINKLERS I A. RELIABLE MODEL G4A QR. CONCEALED SPRINKLER I GLOBE QR. UPRIGHT GL5615 GLOBE QR. RECESSED PENDENT GL5601 II. PIPE & FITTINGS DYNA-FLOW SCHEDULE 7 DYNA-THREAD SCH-30 I VICTAULIC GROOVED END FITTINGS VICTAULIC STYLE 005 FIRELOCK RIGID COUPLING VICTAULIC COUPLING STYLE 75 SMITH - COOPER DUCTILE IRON THREADED FITTINGS VICTAULIC STYLES 920 AND 920N MECHANICAL-T I III. HANGER AND EARTHQUAKE BRACING ATTACHMENTS TOLCO FIG. 4A PIPE CLAMP FOR SWAY BRACE ATTACHMENT TOLCO FIG. 4L LONGITUDINAL "IN-LINE" SWAY BRACE ATTACHMENT I TOLCO FIG. 69 BEAM CLAMP RETAINING STRAP TOLCO FIG. 100 ALL THREAD ROD FULL LENGTH I TOLCO FIG. 800 ADJUSTABLE SWAY BRACE ATTACHMENT TO STEEL TOLCO FIG. 980 UNIVERSAL SWIVEL SWAY BRACE ATTACHMENT TOLCO FIG. 1000 "FAST CLAMP" SWAY BRACE ATTACHMENT I iv. FOR REFERENCE ONLY I A. WATTS DOUBLE CHECK DETECTOR ASSEMBLIES (SERIES 709 DCDA) VI. HYDRAULIC CALCULATIONS I I I 13630 Danielson St. • Poway, CA 92064 9 Phone: (858) 513-4949 • Fax: (858) 513-1322 Bulletin 154 Rev.F Model G4A Quick Response Concealed Automatic Sprinkler nebpullSe FM Standard Response Concealed Sprinkler With a 1/2" (13mm) or 11/2/' (38mm) Adjustment i . The Concealer® III Cover plate attachment with /2" (13mm) assembly adjustment. Smooth aesthetic ceiling profile. Factory installed protective cap. Available in brass, chrome or black Ordinary temperature rating. Multiple orifices for design flexibility. underwriters Labortories, Inc. (UL)- Quick Response underwriters Laboratories of Canada (ULC)- Quick Response Factory Mutual Research Corp. (FM)- Standard Response Light Hazard Occupanicies- No Limitations I . Ordinary Hazard Occupancies Groups 1 & 2 Wet Systems Only NYC MEA 258-93-E - Quick Response I U.S. Patent number 4,880,063. Application I The Reliable Model G4A concealer is the most versatile quick response concealed sprin- kler available. It provides the best form of fire protection white offering an attractive appearance and 1/2 (13mm) of cover adjust- ment for ease of installation. The small diameter cover plate as- sembly is easily attached and blends into the ceiling, concealing the most dependable fire protec- tion available, an automatic sprinkler system Li The Model G4A conceale is designed for use where aesthetic appearance is important. Offices, hospitals, motels and restaurants are but a few of the applications where it can be used. It is available indifferent orifice sizes allowing the designer to optimize system performance, thereby achieving a very efficient installation. The Model G4A concealers is a UL Listed Quick Response Concealed sprinkler intended for use in accordance with NFPA 13. FM Approves this sprinkler as a standard response concealed sprinkler intended for use in accordance with FM Loss Prevention Data Sheet 2-8N. Product Description The Reliable Model G4A concealer' uses a proven quick re- sponse fusible element in a standard style sprinkler frame with a drop-down deflector. This assembly is recessed into the ceiling and concealed by a flat cover plate assembly. The threaded engagement provides 1/2 (13mm) of cover adjustment. The flat cover plate is attached to the skirt using either 135°F (570c) or 165°F (74°c) ordinary temperature classification solder. When the ceiling temperature rises, the solder holding the flat cover plate melts, the flat cover plate released thus exposing the sprinkler inside to the rising ambient temperature. The subsequent fusing of the element opens the waterway and causes the deflector to distribute the water. Any secure engagement between the cover plate and cup will assure that the drop-down deflector is properly located below the ceiling. I I The Reliable Automatic Sprinkler Co., Inc. , 103 Fairview Park Drive, Elmsford, New York 10523 Ordering Information Sprinkler Model Nominal Orifice Flat Cover Plate Assembly Finish Inlet Type Cover Plate Finishes(') [Standard Finishes Bronze Chrome White Paint Special Application Finishes Bright Brass Black Plating Black Paint Off White Satin Chrome (1) Other finishes and colors are available on special order. Consult factory for details. Model G4 Sprinkler Wrench UL Listing Category Sprinklers, Automatic and Open Quick Response Sprinkler UL Guide Number VNIV Temperature Classification I Sprinkler Plate Ordinary 165°F/745c 135°F/57°C 100°F/38°C Intermediate 212°F/100°c 165°F174°C 150°F/66°C Installation Do not install the G4A Concealer'' in ceilings which have positive pressure in the space above. Cut a 2/ inch (67mm) diameter hole is cut in the ceiling, the sprinkler is easily installed with the Model G4 Wrench. The wrench has drive tangs which insert into the cup slots. When installing a sprinkler the wrench is first positioned into the sprinkler/cup assembly until the wrench tangs engage the drive slots in the top of the cup (there are two sets of drive slots in the cup). The sprinkler is then tightened into the pipe fitting. When inserting or removing the wrench from the sprinkler/cup assembly, care should be taken to prevent damage to the sprinkler. DO NOT WRENCH ON ANY OTHER PART OF THE SPRINKLER/CUP ASSEMBLY. Install the cover plate by hand turning the cover in the clockwise direction until it is tight against the ceiling. A protective cap is provided to protect the drop-down sprinkler deflector from damage which could occur during construction before the cover plate is installed. The cap is factory installed inside the sprinkler cup. Remove cap to install sprinkler, then re-install cap until the cover plate is installed. Maintenance The Model G4A Concealers should be inspected quarterly and the sprinkler system maintained in accordance with NFPA 25. Do not clean sprinklers with soap and water, ammonia or any other cleaning fluids. Remove any sprinkler that has been —pai4ted-(oec4han.factotap J or dama ed in any way. A stock of spare sprinklers should be maintained to a ow quic replacement of damaged or operated sprinklers. Prior to installation, sprinklers should be maintained in the original cartons and packaging to minimize the potential for damage to sprinklers that would cause improper operation or non-operation. Technical Data Total Sprinkler Inlet I I Adjustment Nominal Orifice Nominal K Factor Thread Metric Approvals Sprinkler 1 ldentifcation (SIN) I us I Non Adiustable 1/Y"(13mm) 1/2"(15mm) 5.6 1 80 ½" NPT (6½) 1,2,34 85415 I Non Adjustable ½"(l3mm) (.11 mm) 4.2 60 Y2 -NPT (8½) 1,2,4 85413 Non Adjustable 1/2"(13mm) "(10mm) 2.8 j 40 V2 "NPT (R½) 85411 I Adjustable 11/25 (38mm) ½" (15mm) I 5.6 I 80 1" NPT Male or Female 1,2,4 85418 j 1 Adjustable 11/211(38mm) I 7/,"(llmm) 4.2 I 60 1" NPT Mate or Female 1,2,4 85413 L Adjustable 11/2" (38mm) I " (10mm) J 2.8 1 40 1 1" NPT Male or Female 1 1,2,4 85412 1 . P(DDCDLG ME ELBOW - if/fi - 11iii ,.EU'L, ,,OLE I 5 5/6' DL . . . 5.55 flE ./ CCD)'USL, DDDLELV 2 3/856L.l ASSEUBLY EJU I I J I C511 3'5 I__ siL=,rJLL Fig.1 - NPT Non-Adjustable Inlet Fig. 2 - 1" NPT Male-Adjustable Inlet Fig. 3 - 1" NPT Female-Adjustable Inlet The equipment presented in this bulletin is to be installed in accordance with the latest published S t a n d a r d s o f t h e N a t i o n a l F i r e P r o t e c t i o n A s s o c i a t i o n , F a c t o r y M u t u a l Research corporation, or other similar organizations and also with the provisions of governmental code s o r o r d i n a n c e s w h e n e v e r a p p l i c a b l e . Products manufactured and distributed by Reliable have been protecting life and property for over 80 years, a n d a r e i n s t a l l e d a n d s e r v i c e d b y t h e m o s t h i g h l y q u a l i f i e d and reputable sprinkler contractors located throughout the united States, Canada and foreign co u n t r i e s . - ThtI1atailflsi1.! i [iN! The Reliable Automatic Sprinkler Co., Inc. (800) 431-1588 Sales Offices (800) 848-6051 Sales Fax (914) 829-2042 Corporate Offices www.reliablesprrrkler.co.rn Internet Address ® Recycled Paper Revision lines indicate updated or new data. 6G. Pr,rrled in USA 4/07 P/N 9999970150 FIRE SPRINKLER CORPORATION DESCRIPTION AND OPERATION AUTOMATIC SPRINKLERS GL SERIES UPRIGHTS PENDENT VERTICAL SIDEWALL HORIZONTAL SIDEWALL CONVENTIONAL (OLD STYLE) I I QUICK RESPONSE The Globe Quick Response GL Series Sprinklers are a low profile yet durable design which utilizes a 3mm frangible glass ampule as the thermosensitive element. This provides sprinkler operation approxi- mately six times faster than ordinary sprinklers. While the Quick Response Sprinkler provides an aesthetically pleasing appearance, it can be installed wherever standard spray sprinklers are specified when allowed by the applicable standards. It offers the additional feature of tji, 4j t greatly increased safety to life and is available in various styles, orifices, i:- ..... temperature ratings and finishes to meet many varying design require- '4 ments. Quick Response Sprinklers should be used advisedly and under the direction of approving authorities having jurisdiction. The heart of Globe's GL Series sprinkler proven actuating QUICK RESPONSE assembly is a hermetically sealed frangible glass ampule that contains UPRIGHT CONVENTIONAL a precisely measured amount of fluid. When heat is absorbed, the liquid within the bulb expands increasing the internal pressure. At the prescribed temperature the internal pressure within the ampule exceeds the strength of the glass causing the glass to shatter. This results in water discharge which is distributed in an approved pattern depending upon the deflector style used. The sprinkler and escutcheon are not factory assembled. As- sembly is done in the field. TECHNICAL DATA QUICK RESPONSE See reverse side for Approvals and Specifications. PENDENT VERTICAL Temperature Ratings - 135°F (57°C), 155°F (68°C), 175°F (790C), SIDEWALL 200°F (93°C), 286°F (141°C). Water Working Pressure Rating -175 psi (12 Bars). Factory tested hydrostatically to 500 psi (34 Bars). rL. - Maximum low temperature glass bulb rating is -67T (-55T). Frame - bronze • Deflector - brass • Screw - brass Bulb seat - copper o Spring - nickel alloy • Seal - teflon Bulb - glass with alcohol based solution, 3mm size. QUICK RESPONSE HORIZONTAL SIDEWALL SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR COD!N( AVAILABLE SPRINKLER BULB N.F.P.A. MAXIMUM CLASSIFICATION TEMPERATURES COLOR CEILING TEMPERATURE ORDINARY - ORANGE/RED 11 UQ INTERMEDIATE - YELLOW/GREEN HIGH I BLUE j ma 4ufIAIkPARK DRIVE, s[ANDIsH,MICHIGAN 48658 989-846-4583 FAX989-846-9231 DECEMBER 2006 A-20 BULLETIN GL5615, REV. #6 I I I L QUICK RESPONSE AUTOMATIC SPRINKLERS GL SERIES UPRIGHT a PENDENT' VERTICAL SIDEWALL HORIZONTAL SIDEWALL a CONVENTIONAL (OLD STYLE) SPECIFICATIONS NOMINAL "K" FACTOR THREAD SIZE LENGTH ' FINISHES 2.8 (39 metric) 1/2" NPT 2 1/4' (5.7 cm) Factory Bronze 4.2 (59 metric) 1/2" NPT 2 1/4" (5.7 cm) Satin Chrome 2 Bright Chrome 5.6 (80 metric) 1/2" NPT 2 1/4" (5.7 cm) White Polyester 3 7.8 (111 metric) 112" NPT 2 1/4" (5.7 cm) Black Polyester 3 [ 8.1 (116 metric) 3/4" NPT 2 7116" (6.2 cm) Coated 2 c) NOTE: METRIC CONVERSIONS ARE APPROXIMATE. 'HORIZONTAL SIDEWALL IS 20/16". 'FINISHES AVAILABLE ON SPECIAL ORDER. 'AVAILABLE AS cULus LISTED CORROSION APPROVALS RESISTANT WHEN SPECIFIED ON ORDER. SIN K 135°F 155°F 175°F 200°F 286°F NYC - DOB STYLE cULus F.M. LPC CE MODEL FACTOR 57°C 68°C 79°C 93°C 141°C MEA101-92-E GL2815 2.8 X X X X X X - - - x GL4215 4.2 X X X X X X - - - X UPRIGHT GL5615 5.6 X X X X X X X X X X. GL8115 7.8° X X X X X X X - - x GL8118 8.1 X X X X X I X x x x x GL2801 2.8 X X X X X X - - - x GL4201 4.2 X X X X X X - x PENDENT GL5601 5.6 X X X X X X X X X X GL810I -7.8° X X X X X X X - - x GL8106 8.1 X X X X X X x x x x VERTICAL GL5632 5.6 X X X X x x x - - SIDEWALL GL8133 8.1 X X X X X X - - - - dL2826 2.8 X X X X X X - - - X HORIZONTAL GL4226 4.2 X X X X X X - - - X SIDEWALL § GL5626 5.6 X X X X X X X - - x GL8127 8.1 X X X X X X - - -- CONVENTIONAL GL5624 5.6 X X X X X - - X X - (OLD STYLE) - GL8125 8.1 1 X I X I X X I X - - x x - § HORIZONTAL SIDEWALL cULus LISTED FOR DEFLECTOR 4 TO 12' BELOW THE CEILING, FM APPROV E D 4 " T O 6 " . t VERTICAL SIDEWALL SPRINKLER cULus LISTED FOR LIGHT HAZARD ONLY. PENDENT VERTICAL SIDEWALL cULus LISTED FOR 6' MIN. SPACING. UPRIGHT VERTICAL SIDEWALL cULus LISTED FOR 9' MIN. SPACING. ORDERING INFORMATION *1I2 NPT SPECIFY GLOBE@ PRODUCT WARRANTY ,Quantity ° Model Number • Style ,Orifice e Thread Sizes • Temperature ° Finishes desired ° Quantity - Wrenches - P/N 325390 (1/2"); P/N 312366 (L.O.) Globe agrees to repair or replace any of its own manufactured products found to be defective in mate- rial or workmanship for a period of one year from date of shipment. For specific details of our warranty please refer to Price List Terms and Conditions of Sale (Our Price List). 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 989-846-4583 FAX 989-846-9231 FIRE SPRINKLER CORPORATiON 1-800-248-0278 www.gIobesprinkler.Com DECEMBER 2006 PRINTED U.S.A. BULLETIN GL5615, REV. 46 Dyna-Flow/Super Ho pipe is manufactured to meet ASTM A-795 Type E, Grade A and is in compliance with NFPA-13 and NFPA-14. All sizes of Dyna Flow/Super Flo are UL Listed, FM Approved and ULC Listed. t 94 9 Listed Approved Listed Dyna-Flow/Super Flo is ULTtJLC Listed for use with roll grooved, plain-end couplings, and welded joints for wet, dry, preaction and deluge systems. It is FM Approved for roll grooved, plain-end, and welded joints for wet systems. Refer to appropriate documentation for up-to-date listing and approval information. Dyna-Flow/Super Flo is now available "hot-dip"galvanized and has been specifically approved by FM for dry systems uses. 'Lightweight and easy to install, resulting in more efficient use of your freight and labor dollars. Provides stability needed to comply with standard hanger spacing (15 ft O.C.) per NFPA. o Available in Standard lengths for your convenience, or can be ordered in custom lengths upon approval. Fast cutting and welding, as well as easy roll grooving and end preparation. Available in Factory roll grooved form for quicker shop turnaround. Clean, durable mill coating provides longer "shelf life" and acts as an excellent primer for custom paint applications. I I DynaFow® i High Strength Steel Pipe The original high-strength !ightwall sprinkler pipe with hydraulics superior to Schedule-10. I I I I Dyna-Flow pipe is the "original" high-strength lightwall sprinkler pipe. Dyna-Flow has outstanding hydraulic capabilities and is recognized as the most popular alternative to Schedule-10 pipe. Lightweight, easy to cut and easy to handle for installation. Dyna-Flow is a valuable addition to any fire protection system. With an inside diameter of up to 11% larger than Schedule-40 and rip to 7% I larger than Schedule-10, Dyna-Flow pipe hydraulics are exceptional. Larger l.D.s enable Dyna-Flow, and related I components, to be down-sized within the system, thus increasing the potential I for job cost savings. For complete Hazen-Williams charts, refer to "Dyna-Flow Hydraulic Data Tables." I I Dyna-Flow products are coated with an environmentally approved and specially formulated modified-acrylic or I water-based coating. This durable coating is paintable. The black coating acts as excellent primer and is resistant to I an weathering and U.V. degradation from otudoor storage. Metallurgical properties provide excellent I fabrication characteristics for end prep finishes, welding and roll grooving. No I special process or equipment are needed for fabrication and installation. I allied TUBE TUBE & CONDUIT I MEM O Product Nominal Wt/Ft Wt/Ft PCs/ Wt/Lift Wt/Lift Wt/Lift NPS I.D. H20 Filled Lift 21' 24' 25' 1" 1.191 0.830 1.31 91 1586 1812 1888 *25 30.3 1.2 1.95 91 719 822 856 X 1V4" 1.536 1.059 1.87 61 1356 1550 1615 *32 39.0 1.6 2.78 61 615 703 733 X11/2" 1.728 1.667 2.71 61 2135 2440 2542 *40 43.9 2.5 4.03 61 968 1107 1153 x2" 2.203 2.104 3.79 37 1634 1868 1946 *50 56.0 3.1 5.64 37 741 847 883 X 21/2 2.703 2.564 5.10 30 1615 1846 1923 *65 68.7 3.8 7.59 30 733 837 872 X 3" 3.314 3.387 7.18 19 1351 1544 1608 *80 84.2 5.0 10.69 19 613 700 729 x 4" 4.310 4.473 10.86 19 1784 2039 2124 *90 109.5 6.7 16.16 19 809 925 963 16100 S. Lathrop 11350 Norcom Rd. 2525 N. 27th Ave. Customer Service: Harvey, IL 60426 Philadelphia, PA 19154 Phoenix, AZ 85009 1-800-882-5543 Fax 708-339-1806 S2-4 Submittal Data Sheet Dyna-Flow® Stamp Here High Strength Steel Pipe Dyna-Flow pipe is the "orinal' high-strength lightwall sprinkler pipe. Dyna-Flow has outstanding hydraulic capabilities and is recognized as the most popular alternative to Schedule-Ill pipe. Lightweight, easy to cut and easy to handle for installation. Dyna-Flow is a valuable addition to any fire protection system. Additional Benefits Lightweight and easy to install, resulting in more efficient use of your freight and labor dollars. Provides stability needed to comply with standard hanger spacing (15 ft O.C.) per NFPA. Available in Standard lengths for your convenience, or can be ordered in custom lengths upon approval. Fast cutting and welding, as well as easy roll grooving and end preparation. Available in Factory roll grooved form for quicker shop turnaround. Clean, durable mill coating provides longer "shelf life" and acts as an excellent primer for custom paint applications. Superior Hydraulics With an inside diameter of up to 11% larger than Schedule 40 and up to 7% larger than SchedulelO. Dyna-Flow pipe hydraulics are exceptional. Larger l.D.s enable Dyna-Flow, and related components, to be down-sized within the system, thus increasing the potential for job cost savings. For complete Hazen-Willianis charts, refer to "Dyna-Flow Hydraulic Data Tables?' Coatings & Fabrication Dyna-Flow products are coated with an environmentally approved and specially formulated modified-acrylic or water-based coating. This durable coating is paintable . The black coating acts as an excellent primer and is resistant to weathering and flY. degradation from outdoor storage. Metallurgical properties provide excellent fabrication characteristics for end prep finishes, welding and roll grooving. No special process or equipment are needed for fabrication and installation. Specifications & Approvals Dyna-Flow/Super 40 pipe is manufactured to meet ASTM A 795 Type E, Grade A and are in compliance with NFPA-13 and NFPA-14. All sizes of Dyna Flow are UL Listed, FM Approved and ULC Listed. Dyna-Flow/Stiper Flo is UL/ULC Listed for use with roll grooved, plain-end couplings, and welded joints for wet, dry, pre-action and deluge systems. It is FM Approved for roll grooved, plain-ended, and welded joints for wet systems. Refer to appropriate documentation for up-to-date listing and approval information. Dyna-Flow/Soper Rb is now available "hot-dip"galvanized and has been specifically approved by FM for dry systems uses. Product Nominal Wt/Ft Wt/Ft PCs/ WVU1t Wt/Lift Wt/Lift NPS I.D. H20 Filled Lift 21' 24' 25' 1" 1.191 0.830 1.31 91 1586 1812 1888 *25 30.3 1.2 1.95 91 719 822 856 X 1½" 1.536 1.059 1.87 61 1356 1550 1615 *32 39.0 1.6 2.78 61 615 703 733 x1i2" 1.728 1.667 2.71 61 2135 2440 2542 *40 43.9 2.5 4.03 61 968 1107 1153 x 2" 2.203 2.104 3.79 37 1634 1868 1946 *50 56.0 3.1 5.64 37 741 847 883 It 21/2" 2.703 2.564 5.10 30 1615 1846 1923 *65 68.7 3.8 7.59 30 733 837 872 3.314 3.387 7.18 19 1351 1544 1608 *80 84.2 5.0 10.69 19 613 700 729 4.310 4.473 10.86 19 1784 2039 2124 *90 109.5 6.7 16.16 19 809 925 963 American Tube and Pipe was acquired by Allied Tube and Conduit on February 1, 1997. The engineered lightwall and standard wall family of products although they have different names are the same in all respects with regard to strength, weight, bundle count, listings and approvals. For example, Dyna-Flow and Super Fin are the same product as are Dyna Thread and Super 40. XL is manufactured with Exterior galvanized coating. BLT is manufactured with Black lacquer coating. (R 0 9 Limed Approved Listed Project: Sprinkler Contractor Date: Engineer: Specification Reference: System Type: Locations: Comments: S2-5 Dyna-Thread sprinkler pipe represents an engineering advancement for the s p r i n k l e r p i p e i n d u s t r y . I t c o m b i n e s t h e s a f e t y and longevity of traditional Sch-40 pipe with quality and superior hydrauli c a d v a n t a g e s . I Dyna-Thread's inside diameter is up to 3.6% larger than Sch-40 giving it I superior hydraulics. And, when used in combination with Dyna-Flow pipe, down sizing often occurs. Dyna-Thread is fully listed and approved UL, ULC, and FM for fire sprinider applications. The life expectancy of Dyna-Thread and Sch-40 are equal based on the calculated wall thicknesses per UL. The consistent quality of steel used to make Dyna-Thread facilitates smooth threading and lower maintenance costs. The exterior of Dyna-Thread is protected by a clean, durable mill coating for extended shelf life and easy paint application. With its increased strength and lighter weight, Dyna-Thread reduces installation fatigue and is ideal for retro-fit applications. Product Nominal Wt/Ft Wt/Ft PCs/ Wt/Lift Wt/Lift Wt/Lift NPS I.D. H20 Filled Lift 21' 24' 25' X 1' 1.080 1.330 1.75 70 1955 2234 2327 *25 27.4 2.0 2.60 70 887 1013 1056 X 11/4 1.408 1.870 2.54 51 2002 2288 2384 *32 35.8 2.8 3.78 51 908 1038 1081 X 1/2" 1.639 2.290 3.22 44 2115 2418 2519 *40 41.6 3.4 4.79 44 959 1097 1143 2" 2.104 3.050 4.57 30 1921 2196 2287 *50 53.4 4.5 6.80 30 871 996 1037 More wall thickness at the thread (CRR=l .00) gives Dyna-Thread better life expectancy than lightwall threadable pipe joints. Unlike lightwall threadable pipe, Dyna-Thread has no thread gauge warning. Dyna-Thread is approved for standard hanger spacing (15 ft. O.C.), can be used as earthquake sway bracing, and is safe to use as drops. Dyna-Thread is safer to weld on. Dyna-Thread is more widely accepted than lightwall threadable where Sch-40 is specified. Super 40/Dyna-Thread pipe is manufactured to meet: ASTM A-135, Grade A and is in compliance with NFPA-13. All sizes of Super 40/ Dyna-Thread are rated at 300 psi working pressure. Super 40/Dyna-Thread is UL and ULC Listed for wet, dry deluge and pre-action sprinkler systems and FM Approved for use in wet systems. Super 40/Dyna- Thread can be "hot-dip" galvanized to meet FM requirement for dry systems. Super 40/Dyna-Thread is approved for all threaded couplings and welded outlets and is suitable for all roll-grooved, and plain-end fittings. (See listing information). Corrosion Resistance Ratio (CRR) is a UL (Underwriters Laboratory) term for the estimated life expectancy of a pipe joint. This is based on the calculated wall thickness at the base of the first exposed thread, assumed to be the weakest point of the pipe length. Dyna-Thread and Sch-40 have the same calculated wall thicknesses at this point and are both assigned the same CRR of 1.00. t M (9 Listed Approved Listed 5 allied I TUBE & CONDUIT tqca.na.Mvon.L LO.CO(..).V I 16100 S. Lathrop 11350 Norcom Rd. 2525 N. 27th Ave. Customer Service: Harvey, IL 60426 Philadelphia, PA 19154 Phoenix, AZ 85009 1-800-882-5543 Fax 708-339-1806 S3-4 Submittal Data Sheet Dyna'Thread® Full Line Sch-40 Replacement Dyna-Thread sprinkler pipe represents an engineering advancement for the sprin k l e r p i p e industry. It combines the safety and longevity of traditional Sch-40 pipe with qu a l i t y a n d superior hydraulic advantages. Comparison to Schedule 40 Dyna-Threads inside diameter is up to 3.6% larger than Sch-40 giving it superior hydraulics. Also, when used in combination with Dy n a - F l o w p i p e , d o w n sizing often occurs. Dyna-Thread is fully listed and approved UL, ULC, and F M f o r f i r e s p r i n k l e r applications. The life expectancy of Dyna-Thread and Sch-40 are equal based o n t h e c a l c u l a t e d wall thicknesses per UL. The consistent quality of steel used to make Dyna- T h r e a d f a c i l i t a t e s smooth threading and lower maintenance costs. The exterior of Dyna-Thre a d i s p r o t e c t e d b y a clean, durable mill coating for extended shelf life and easy paint applicat i o n . W i t h i t s i n c r e a s e d strength and lighter weight, Dyna-Thread reduces installatibn fatigue and is ideal f o r r e t r o - f i t applications. Corrosion Resistance Ratio (CRR) is a UL (Underwriters Laboratory) t e r m f o r t h e estimated life expectancy of a pipe joint. This is based on the calculated wall thick n e s s a t t h e base of the first exposed thread, assumed to be the weakest point of the pipe length. D y n a - T h r e a d and Sch-40 have the same calculated wall thicknesses at this point and are both ass i g n e d t h e s a m e CRR of 1.00. Comparison to L.W.T. Pipe More wall thickness at the thread (CRRri.00) gives Dyna-Thread better life expectancy than lightwall threadable pipe joints. Unlike l i g h t -wall threadable pipe Dyna-Thread has no thread gauge warning. Dyna-Thread is appro v e d f o r s t a n d a r d hanger spacing (15 ft. O.C.), can be used as earthquake sway bracing, and is safe t o u s e a s d r o p s . Dyna-Thread is safertu weld on than many zinc-coated lightwall threadable p i p e p r o d u c t s . Dyna-Thread is more widely accepted than lightwall threadable where Sch-40 is s p e c i f i e d . Specifications & Approvals Super 40/Dyna-Thread pipe is manufactured to meet: ASTM A 135, Grade A and is in compliance with NFPA-13. All sizes of Super 40IDyna-Thread are rated at 300 psi working pressure. Super 40/ Dyna-Thread is UL and ULC Listed for wet, dry and pee-action sprinkler systems and FM Approved for use in wet systems. Super 40lDyna-Thread can be 'hot-dip" galvanized to meet FM requirement for dry systems. Super 40/Dyna-Thread is approved for all threaded couplings and welded outlets and is suitable for all roll-grooved, and plain-end fittings. (See listing information). o * 0 9 Ust,d Approved UsTed Stamp Here Product Nominal Wt/Ft Wt/Ft PCs/ Wt,/Lift Wt/Lift Wt/Lift NPS I.D. HaO Filled Lift 21' 24' 25' X 1" 1.080 1.330 1.75 70 .1955 2234 2327 *25 27.4 2.0 2.60 70 887 1013 1056 X 11/4 1.408 1.870 2.54 51 2002 2288 2384 *32 35.8 2.8 3.78 51 908 1038 1081 X11/2" 1.639 2.290 3.22 44 2115 2418 2519 40 41.6 3.4 4.79 44 959 1097 1143 x2" 2.104 3.050 4.57 30 1921 2196 2287 50 53.4 4.5 6.80 30 871 996 1037 American Tube and Pipe was acquired by Allied Tube and Conduit on February 1 , 1 9 9 7 . T h e e n g i n e e r e d l i g h t w a l l a n d s t a n d a r d wall family of products although they have different names are the same in all respects with regard to strength, weight, bundle count, listings and approvals. For exa m p l e , D y n a . F l o w a n d S u p e r F l o a r e t h e same product as are Dyna Thread and Super 40. XL is manufactured with Exterior gal v a n i z e d c o a t i n g . B L T i s m a n u f a c t u r e d w i t h B l a c k l a c q u e r c o a t i n g . Project: Sprinkler Contractor: Date: Engineer: Specification Reference: System Type: Locations: Comments: S3-5 I \ctauic® Grooved End An 9001 certified company Fittings PRODUCT DESCRIPTION Victaulic offers a broad line of fittings in sizes through 48" (1219,2 mm) in a variety of straight and reducing styles. Most standard fit- tings are cast of durable ductile iron to precise toler- ances. Victaulic standard 'LJ c) fittings pressure ratings conform to the ratings of Victaulic Style 77 couplings. All fittings are supplied with grooves or shoulders to permit fast installation without field preparation. The grooved design per- mits flexibility for easy alignment. These fittings are not intended for use with Victaulic couplings for plain end pipe (refer to Sec- tion 14.04 for fittings avail- able for plain end applications). Fittings are provided in vat- bus materials including malleable iron, ductile iron, steel or segmentally welded steel depending on styles and size. Fittings are painted orange enamel with galvanized optionally available, contact Victaulic for details. Victaulic fittings are designed specifically for use in grooved piping sys- tems. Fittings are provided grooved or with shoulders conforming to standard steel pipe outside diame- ters. When connecting wafer or lug-type butterfly valves directly to Victaulic fittings with 741 or 743 Vic- Flanges adapters, check disc clearance dimensions with I.D. dimension of fitting. Stainless Steel - Grooved end fittings are available in Schedule 10 Type 316 stainless steel (Schedule 5, 40 and Type 304 optionally available) in various sizes. Fitting center-to-end dimensions will vary depending upon type and schedule. Refer to Section 17.04 for details. Aluminum - Grooved end fittings are available in alu- minum alloy 356 T6, in sizes from 1 - 8' (33,7 - 219,1 mm). Refer to Section 21.03 or contact Victaulic for details. U.. Alternate Styles Extra Heavy EndSeal® "ES" Fittings - EndSeal fittings are available in 2 - 12" (60,3 - 323,9 mm) for usewith "ES" grooved pipe and HP-70ES EndSeal or Fire-R'" couplings. "ES" fit- tings are painted green for easy identification. EndSeal (and standard) fittings may be easily internally coated (by others) for severe ser- vice requirements. Always specify "ES EndSeal fit- tings" when ordering. See Section 07.03 for informa- tion on EndSeal fittings. Fittings Machined for Rubber or Urethane Lin- ing (MRL) - For severe abrasive services, Victaulic fittings may be rubber or urethane lined (by others). Lining may be inside diam- eter/end (abrasion resis- tance) or wrap-around (corrosion and/or abrasion) machined. Refer to Section 25.03 or contact Victaulic for specific details. c O.030 R FOR ABRASION RESISTANCE ONLY N. 0.0. C E 0.030"R FOR CORROSION AND/OR ABRASION RESISTANCE Victaulic® Wotid Headquartecs • P.O. Box 31, Easton, PA 18044-0031 • 4901 Kesslersville Rd., Easton, PA 18040 • 610/559-3300 • FAX: 610/250-8817 • www.vjctautic.com 1449 Rev.F 8/00 0 Registered Trademark of Victaulic © Copyright 2000 Victaulic Printed in U.S.A. FLOW DATA 1 The chart expresses the frictional resistance of various Victaulic fittings as equivalent fe e t o f s t r a i g h t (Frictional Resistance) pipe. Fittings not listed can be estimated from the data given, for example, a 221h° elbow is approximately one-hall the resistance of a 450 elbow. Values of mid-sizes can be interpolated. 07.01-lA Dimension - Feethtra Dimension - Feetlmerers Elbows Tees Elbows Tees SIZE 90° Elbows 45' Elbows SIZE 90 Elbows 45' Elbows - No. 100 No. '110 Nominal Nominal Inches No. 10 No. 100 No. 11 No. 110 Inches No. 10 1½ 0 No. 11 1½ 0 Actual Std. 1'/2D Long Std. ½0 Lonc Actual Std. Long Std. Long MM Radius Radius Radius Radius Branch Run mm Radius Radius Radius Radius Branch Run 1 1.7 - 0.8 - 4.2 1.7 8 13.0 9.8 6.5 4,0 33.0 13.0 219,1 4.0 3.0 2.0 2 10,1 40 23 3.5 2.5 1.8 1.1 8.5 3.5 10 17.0 12.0 8.3 5.0 41.0 17.0 0 1 03 03 2,11 2773 37 2,7 25 1 57 3 O.D. 4.3 - 2.1 - 10.8 4.3 1 12 20.0 14.5 10.0 6.0 50.0 20.0 117 3. 1: 53 1 4.4 33 1,9 152 "1 3 5.0 3.8 2.6 1.6 13.0 E0 14 41 15.8 41 11.0 70.0 23.0 34 :213 7,0 41/4 0.0. 6.4 - 3.2 - 15.3 GA 16 41 18.0 41 13.0 80.0 27.0 1060 2.0 - 05 - ..7 20 405 Li r 5 A 4.0 2.1,4 82 4 6.8 5.0 3.4 2.1 16.0 6.8 18 41 20.0 # 14.0 90.0 3013 114.3 2.1 1,1- 1.1.1 .1.1 41 43 274 51 5¼ 0.0. 8.1 - 4.1 - 20.0 8.1 20 41 22.5 41 16.0 100.0 33.0 2,8 - 13 - 7.2 115 333.7 A 39 41 .12 30.5 01 51/2 0.D. 8.5 - 4.2 - 21.0 85 24 # 27.0 41 19.0 120.0 40.0 337 2.', 2.8 810.0 5,2 41 55 366 152 5 8.5 - 4.2 - 21.0 8.5 26 41 28.0 41 20.5 130.0 43.0 141.3 2.6 - 1.3 6.4 2,6 68C4 4 6,5 Y 6,2 32,6 2,1 61/4 0.0. 9.4 - 4.9 - 25.0 913 30 41 34.0 # 24.0 150.0 50.0 1857' 2,2 7.3 45,7 iSO 61/2 0.D. 9.6 - 5.0 - 25.0 10.0 36 41 40.5 41 28.5 180.0 60.0 1651 2,2 1.5 . 7.4 3.0 914.0 12,3 41 8.7 54.9 183 6 10.0 7.5 5.0 3.0 25.0 10.0 42 41 47.0 41 33.0 210.0 7013 168,3 35: 2.3 15' 05 713 3.0 1067,') 41 14.1 41 1(1,1 134,0 21.3 -f The flow data listed is based upon the pressure drop of Schedule 40 pipe. 4 Contact Victaulic for details. MATERIAL SPECIFICATIONS Fitting: Ductile iron conforming to ASTM A-536. Or: 14- 24' (355,6 - 610,0 mm), forged steel, con- forming to ASTM A-234, Or. \NPB (0.375' wall) Or: Segmentally welded steel as shown under nipples Nipples: (adapter, swaged & hose) 0I4 -4" (26,9 - 114,3 mm): Carbon steel, Schedule 40, conforming to ASTM A-53, Type F 05-6° (141,3 - 168,3 mm): Carbon steel, Schedule 40, conforming to ASTM A-53, TypeE or S. Gr. B 08- 12° (219,1 - 323,9 mm): Carbon steel, Standard wall, conforming to ASTM A-53, Type EorS, Or. B 0 14 - 24" (355,6 - 610,0 mm): Carbon steel, Schedule 40, conforming to ASTM A-53, Type Eor 5, Or, B Flanged Adapter Nipples: (Nipple - see above) 0 Class 125 Flange: Cast iron conforming to ANSI B-16.1 0 Class 150 Flange: Carbon steel conforming to ANSI B-16.5 0 Class 300 Flange: Carbon steel conforming to ANSI B- 16.5 Fitting Coatings: Orange enamel 0 Optional: Hot dip galvanized and others. Some fittings sup- plied electroplated as stan- dard - see product specifications. 07.01 -2 Fittings (Ductile iron) c toE EWE I-doE1 C to to _ dt , 07 01.20 No. 10 No. 11 No. 12 No. 13 No. 20 No. 35 SIZE 90 Elbow 45 Elbow 221/2* Elbow 111/4 Elbow Tee Cross (sw) Nominal Aprx. Aprx. Aprx. Approx. Aprx. Aprx. Inches C to E Wgt. Ea. C to E Wgt. Ea. C to E Wgt. Ea. C to E Wgt. Ea. C to E Wgt. Ea. C to E Wgt. Ea. Actual Inches Lbs. Inches Lbs. Inches Lbs. Inches Lbs. Inches Lbs. Inches Lbs. nim Mill kg mm kg mat kg mm kg mm kg aim kg 3/4 2.25 1 0.5 1.50 0.5 1.63 sw - 1.38 sw - 2.25 0.6 2.25 0.9 1 2.25 0.6 1.75 0.6 3.25@ 0.6 1.38 sw 0.3 2.25 1.0 2.25 1.3 1237 57 3.3 Co 5112. 3,3 213 0,1 57 05 57 (Jo 11/4 2.75 1.0 1.75 0.9 0 , 1.75 0.8 04 1.38 sw 30 0.5 )0 2.75 7" 1.5 07 2.75 2.1 1'/2 2.75 1.2 1.75 0.9 1.75 0.8 1.38 sw 0.5 2.75 2.0 2.75 2.5 0)7 ? 23 44 17' 44 (54 13.2 712 (5° 70 2 3.25 1.8 2.00 1.3 3.75 © 1.4 1.38 1.0 3.25 3.0 3.25 3.8 65 12,3 1112 25 013 35 05 53 1,4 33 2'/2 3.75 3.2 2.25 2.2 4.000 2.3 1.50 1.1 3,75 4.3 3.75 6.1 03,0 05 1144 1,14 03' ½ 23' 2.5. 3 O.D. 3.75 3.7 2.25 3.4 - - - - 3.75 5.2 - - 76,1 25 tO '3 4.25 4.5 2.50 3.1 4.50 © 3.1 1.50 2.1 4.25 6.8 4.25 10.5 cdi, 105 2,1) 4 1,4 114 11 .41 1,1) 108 3,3 1133 .1,51 31/2 4.50 5.6 2.75 4.3 2.50 sw 4.0 1.75 sw 2.7 4.50 sw 7.9 4.50 11.5 1,13 114 2.5 70 2,3) 54 1,5 .4 1.2 114 33' 14 5,2 4 5.00 7.1 3.00 5.6 2.88 5.6 1.75 3.6 5.00 11.9 5.00 15.8 114,3 127 32 75. . 73 Ii)? 54 177 73 41/4'0. D. 5.00 11.0 3.00 5.6 - - - - 5.00 15.5 - - '030 107 73 20 - - - 127 1,3 - - 41/2 5.25 sw 10.0 3.13 sw 6.0 3.50 6.6 1.88 sw 4.2 5.25 sw 15.0 5.25 18.5 127,0 133 4,5 7') 2,7 59 3,0 48 13'. 133 153' 133 '5 5.50 11.7 3.25 8.3 2.88 sw 7.8 2.00 sw 5.0 5.50 17.8 5.50 20.0 141,3 4,01 5,3 3.8 73 33' 51 2,2 40 8,1 40 2,1 51/4 0.D. 5.50 11.7 3.25 8.3 - - - - 5.50 17.8 - - 133,0 140 6.3 66 33' - - - - )41) 51/2 0.D. 5.50 11.7 3.25 8.3 - - - - 5.50 17.8 - - 1312.7 1-3) 53' 33 5.7 14(0 3.1 6 6.50 17.2 3.50 10.8 6.25 © 12.2 2.00 7.0 6.50 25.7 6.50 28.0 165,3 1(65 2,2 8') 152 5.5 51 3,2 1155 112 1155 127 61/4 0.0. 6.50 18.6 3.50 10.8 - - - - 6.50 27.1 - - 183 ,5, 165 ,134 5112 23 130 173 61/2 O.D. 6.50 15.5 3.50 9.8 3.13 11.4 2.00 7.4 6.50 22.0 6.50 28.0 165.0 (05 73' 4.4 72 5.2 51 3.4 (35 112,0 '155 (77 8 7.75 29.9 4.25 20.4 7.75 © 20.0 2.00 10.1 7.75 47.6 7.75 48.0 013 1 1127 12,,; 10,1 12 1 3 4 147 21 12 10 9.00 63.3 4.75 37.5 4.38 sw 30.0 2.13 sw 11.8 9.00 99.0 9.00 121.5 273,0 229 25t 12 11.3 133 5,3 229 523' 2212 5151 12 10.00 74.0 5.25 66.7 4.88 sw 40.0 2.25 SW 29.3 10.00 133.0 10.00 110.0 32.6.0 2534 12..51. 1312 0012 18.1 27 1812 25'S 51133' 352 430 14 # 21.00 164.0 8.75 82.0 5.00 sw 46.0 3.50 sw '32.0 11.00 sw 151.0 11.00 198.0 3553" '333 7-5,4 202 1272 137 20'? 52 i5 279 533 272 3122 16 # 24.00 210.0 10.00 100.0 5.00 sw 58.0 4.00 sw 42.0 12.00 sw 188.0 12.00 250.0 3112 25." '' '1,4 '7 1122 14,1 3(15 555 '315 113.1 18 # 27.00 273.0 11.25 135.0 5.50 sw 65.0 4.50 sw 53.2 15.50 sw 263.0 15.50 350.0 457.0 1260 E-; 2123 ." 1413 2912. 11.1 24.1 324 1(7,3 20 4 30.00 343.0 12.50 174.0 6.00 sw 78.6 5.00 sw ' 65.0 17.25 sw 339.0 17.25 452.0 5143,1) 762 1123 313 '0.13 23 38.1,1 1,3? 2123 436 163.5 4351 2003' 24 4 36.00 516.0 15.00 251.0 7.00 sw 140.0 6.00 Sw 60.0 20.00 sw 473.0 20.00 795.0 0103 1114 5541 '5.1 1751 405 17 232 5051 3145 50.1 "'0*3 It 14, 1012 lb-. 20', 24 13112,0 - 010,0 mm eioows (uo' '*11') are i N U long IOOIUS Torgeu SISOI elOOWS rjo. IOU ana No. 10. ee page o. For 1 D radius elbows contact Viclaulic. (sw) Segmentally welded steel © Gooseneck design, end-to-end dimension 07.01 -3 -- No. 33 True Wye (Segmentally welded steel) C to eton 07.01-3A SIZE Dimensions Approx. SIZE Dimensions Approx. Nominal Inches/mm Wgt. Ea. Nominal Incheskocn Wgt. Ea. Inches Lbs. Inches Lbs. Cto LE CtoSE kg Actual mm CtoLE CtoSE 1 2.25 2.25 1.1 6 6.50 4.50 22.3 .. 103.2 1 2:75 2.50 1.5 8 7.75 6.00 17 1 36.0 11/2 2.75 2.75 1.8 10 9.00 6.50 69.9 £57 7) 2 3.25 2.75 2.5 12 10.00 7.00 80.0 3:3 -323.9 7r- 354 21/2 3.75 3.00 4.3 14 11.00 7.50 134.2 73 2.0 4953 279 1131 492 3 4.25 3.25 6.1 16 12.00 8.00 167.0 83,5 '40 33 53 4214,4 SAl 203 737 31/2 4.50 3.50 9.6 18 15.50 8.50 234.0 '.2113 3? 45 257,9 .374 714 1241 4 5.00 3.75 10.0 20 17.25 9.00 281.0 3050 577. 5.50 4.00 15.0 24 20.00 10.00 523.0 14' 3 '40 63 310) 254 07,01-40 SIZE Dimensions Approx. SIZE Dimensions Approx. Nominal Inches/mm Wgt. Ea. Nominal Inches/mm Wgt. Ea. Inches Lbs. Inches Lbs. Actual root C to GE C toTE kg Actual mm C to GE C to TE kg 3/ 2.25 2.25 0.6 41/2 5.25 5.25 15.0 Sw 26.9 57 57 9.3 127,0 123 123 53 1 2.25 2.25 1.0 5 5.50 5.50 17.8 Sw 57 57 0.5 141,3 i-9 140 8.1 11/4 2.75 2.75 1.5 51/4 0.0. 5.50 5.50 17.8 -.5-7 70 7t) 107 133.0 1443 '20 11/2 2.75 2.75 2.0 5½0.D. 5.50 5.50 17.8 43,3 70 70 0,9 13-3,7 140 140 141 2 3.25 4.25 3.0 6 6.50 6.50 25.7 sw 103 1.4 163,3 135 35 137 21h 3.75 3.75 4.3 61/4 0.0. 6.50 6.50 27.1 '3,3 95 90 2.0 153.0 12.3 3 O.D. 3.75 3.75 5.2 61/2 0.0. 6.50 6.50 22.0 76 1 95 :75 431 3 4.25 6.00 6.8 8 7.75 7.75 47.6 Sw 373 1-33 3 1 2191 13? 19'? 11 31/2 4.50 4.50 7.9 Sw 10 9.00 9.00 73.0 4 04 7795 799 799 4 5.00 7.25 11.9 12 10.00 10.00 99.0 127 134 5,4 323,9 2134 234 41/4 0.0. 5.00 5.00 15.5 (ow) Segmentally welded steel. No. 29M Tee with Threaded Branch (Ductile Iron) C toO GE Cl TE 07.01 -4 No. 100 and No. 110 Long Radius Elbows 3D (With added wall thickness at bend for abrasive service) l 1. No. 100 and No. 110 Long Radius Elbows 1½ D .- C to E - CIOE No. 100 No. 110 07.01-5B I No. 100 - 90° No. 110- 45° No. 100 90° No. 110 - 45° SIZE SIZE Aprx. Aprx. Aprx. Aprx. Nominal C to E Weight C to E Weight Nominal C to E Weight C to E Weight Inches Inches Each Inches Each Inches Inches Each Inches Each Actual rrrn innv Lbsik-mnr Lbs./kg m Mlft. Lbs.i. mu Lbsikg 4.38 2.5 2.75 1.8 10 17.2.5 107.0 8.50 57.0 21/2 s 5.00 4.1 3.00 2.8 12 200 156.0 10.00 90.0 7.7 77 3 202 3 5.88 6.0 3.38 4.9 14 21.00 a 164.0 8.75 s 82.0 3 7 2.3 n'?i4 232 712 4 7.50 12.3 4.00 7.3 16 24.00s 210.0 10.00s 100.0 4:3 i3i U. (12 2.3 -2722 5i(( 05:3 54 45.4 5s + 18.2 + 14.8 18 27.00 s 273.0 11.25s 135.0 121.3 3 6,? .i57,0 075 123.6 266 51.2 6 10.75 30.4 5.50 17.4 20 30.00s 343.0 12.50s 174.0 022(1 702 25(12 312 723 6½0.D. 10.75 29.0 5.50 19.0 24 36.00s 516.0 15.00s 251.0 232 021 , 21'! :124 2(7 8 14.25 66.0 7.25 36.0 Ductile iron except those marked (s) which are steel. NOTE: Fittings size 26- 48' are available roll grooved for installation with Style 770 Large Diameter couplings. Contact Viclaulic for details. 07.01-6A Wall Thickness 90° Elbow 45° Elbow SIZE lnches/mllftraefers No. 100- 3D No. 110- 30 In At C to E Nprx.Weight C to E Nominal Inches Non-critical Back Wear Inches Each Inches ~prx.Welght Each Actual mm Area Area Extra rrrnt Lbs/kg moo Lbs/kg 2 0.184 0.309 0.125 10.00 5.0 6.50 4.7 60,3 -#67 7.55 3:18 12.5 21 3 0.246 0.371 0.125 13.00 16.0 7.75 10.4 3.121 330 7.3 197 4.7 4 0.267 0.455 0.188 16.00 25.5 9.00 17.2 1122 3.75 . 11.56 2.78 .19r( 11,6 229 7,8 6 0.310 0.'560 0.250 24.00 70.0 13.50 45.0 No. 100 No. 110 No. 100, No. 110 and No. 20 Direct Grooved Fittings 11/2 D Radius -C lo E-'i No. 100 No. 110 lC to Co -i No. 20 fl7 51.2a SIZE No. 100 - 90° No. 110-45° No. 20-Tee Nominal Inches C . E Aprx. Wgt. Ea. C - E Aprx. Wgt. Ea. C. E Aprx. Wgt. Ea. Actual mm In/mm Lbs/kg ln.Insm Lbs/kg In/mm Lbs./kq 28 42.00 626.0 17.25 312.0 24.00 790.0 711,0 1-267 202 022 30 45,00 775.0 18.50 358.0 25.00 1000.0 ilr,47 :u1; .u'9 Ito'4. 36 54.00 1170.0 22.25 583.0 30.00 1450.0 914.4 7373' 531 565 v5.5 756 355 42 63.00 1810.0 26.00 900.0 35.00 2000.0 221 0J 722 907 Ductile iron available. Lontact Viclaulic ton sizes, dimensions and availability. For use with Style 77 couplings. 07.01 -5 No. 60 Cap No. 40, 42, 43 Nipple (Steel) T (1~ (.-EIQE-1 0 No. 60 No. 42 Grv; X Bev. ).-EtoE_. .-EtoE-1 lit No. 43 No. 40 Grv. X Grv. Grv. X Thd. No. 30 450 Lateral (Segmentally welded steel) Cto0 LE - .. Ctc l"A( 0 SE 07 .01 .7 8 Dimensions Dimensions SIZE Inches/tsr,, Approx. SIZE Inches/ma: Approx. Nominal Wgt. Ea. Nominal Wgt. Ea. Inches Lbs. Inches Lbs. Acual mm C to LE C to SE kg Sntual mm C to LE C to SE kg 3/4 4.50 2.00 1.0 6 14.00 4.50 43.6 35 3'5 57 1 5.09 2.25 17 6½0.D. 14.00 4.50 43.6 11/4 5.75 2.50 2.5 d 8 18.00 6.00 72.0 424 i-5 .i 251 457 152 11/2 6.25 2.75 3.5 10 20.50 6.50 105.0 45.3 151; 70 16 273.0 527 16r, 47,6 2 7.00 2.75 4.6 d 12 23.00 7.00 165.0 50.3 176 70 2. 323,3 554 173 74.3 21/2 7.75 3.00 9.0 14 26.50 7.50 276.0 73,0 137 75 41 2555 473 151 125.2 30.0. 8.50 3.25 11.0 16 29.00 8.00 344.2 213 nO 0.1) 43l4 37 'IsO 1551 3 8.50 3.25 11.7 d 18 32.00 8.50 429.0 4125 215 33 54 4ts73. . 1.4$ 31/2 10.00 3.50 17.8 20 35.00 9.00 500.0 -6. :754 1 023' 273.5 4 10.50 3.75 22.2 d 24 40.00 10.00 715.0 114s3 "37 15 ,'71r. 11312 254 3243 12.50 4.00 21.6 (d) Ductile iron. 07.01.88 No. 60 No. 40, 42,43 # No. 60 No. 40, 42,43 # Cap Nipple (Steel) Cap* Nipple (Steel) Thick. Aprx. Aprx. Thick. Aprx. Aprx. SIZE SIZE Nominal T Wgt. Ea. E to Wgt. Ea. Nominal T Wgt. Ea. E to E Wgt. Ea. Inches Inches Lbs. Inches Lbs. Inches Inches Lbs. Inches Lbs. Actual mm mm kg mm kg Actual mm rrrm kg mm kg 1/4 0.88 0.2 3.00 0.3 5¼0.D. 1.00 4.5 - - 735 '2 2,1 75 1j1 133,0 95 2.0 1 0.88 0.3 3.00 0.4 51/2 0.D. 1.00 4.5 - - 33,7 22 01 76 0.2 1357 25 2.0 - - 11/4 0.88 0.3 4.00 0.8 6 1.00 6.1 6.00 9.5 22 0.1 1(12 0.4 135.3 25 2.8 152 i3 1½ 0.88 0.5 4.00 0.9 61/4 0.0. 1.00 6.8 - - 8.3 22 0,2 1112 0.4 152,0 25 2 0.88 0.6 4.00 1.2 6½0.D. 1.00 7.3 - - 50.3 22 (7.3 102 u3 lo5,1 24 .53 - 21/2 0.88 1.0 4.00 1.9 8 1.19 13.1 6.00 14.2 73,0 22 2.5 102 0.5 219.1 33 55 152 (74 30.D. 0.88 1.2 - = 10 1.25 21.0 8.00 27.0 3 0.88 1.2 4.00 2.5 12 1.25 35.6 8.00 33.0 569 22 132 13 3223 32 135 203 5.0 31/2 0.88 2.5 4.00 2.1 14 9.50 1.1 132 iOu 337.6 s'ti - - 4 1.00 2.5 6.00 5.5 16 10.00 1323 s'. i 5? 43"• 55,j ' - 41/4 0.0. 1.00 2.3 - - 18 11.00 26 1,3 - - 57 u 41h 1.00 2.5 - - 20 12.00 5 1.00 4.6 6.00 7.4 24 '417 Sn 21 12 For Pump Package Nipples with 11h' (48.3 mm) hole cut to receive Style 923 Vic-Let' or Style 924 Vic-O-WelI' request special No. 40,42 or 43 nipple prices and request No. 40-H, 42-H or 43-Hon order. NOTE: 4'- 12 (1143- 323,9 mm) diameter - B' (219,1 mm) minimum length required. 0 Available with British Standard Pipe Threads, specify 'BSP" clearly on order. 'Steel dish caps available through 24 (610.0 mm), contact Victaulic. No. 60 cap is not suitable for use in vacuum service with Style 72 or 750 couplings. No. 61 Bull Plugs should be used. 07.01 -6 I No R-10 Reducing Base I Support Elbows (Ductile Iron) C to B Dta. Grooved X Grooved (G X G) 07,01-9A SIZE Dimensions Approx. Wgt. Ea. Nominal Inches/n inn. Lbs./K Inches CtoE H BDia. GXG G X F 6 X 4 9.00 1.25 1.50 19.0 33.0 X 5 9.00 1.50 1.50 23.0 38.0 1< 1•11 .22 35 8 X 6 10.50 2.13 1.50 33.0 52.0 "I 0325 217 10 X 8 12.00 2.40 1.50 61.0 88.0 X2 LL Grooved X Flanged (G X F) 57.51-ISA SIZE Length Approx. Weight Each SIZE Length Approx. Weight Each Nominal E to E Lbs./kg Nominal E to E Lbs./kg No. 41 No. 45 No. 46 No. 41 No. 45 No'46 Inches Inches Inches Inches Actual mm mm ANSI 125 ANSI 150 ANSI 300 Actual tom mrs ANSI 125 ANSI 150 ANSI 300 3/4 3 - 2.3 3.3 6 6 26.5 27.5 47.5 20.9 '5 '2 15 165,5 152 12,0 2:5 215 1 3 2.5 2.7 3.9 8 6 39.0 41.3 70.3 1.2 1 8 210.1 152 17.7 18,8 31.9 11/4 4 3.0 3.3 4.8 10 8 57.0 59.8 100.8 42.1 102 1.4 2.2 273,0 203 25.9 27.1 45.? 11/2 4 3.5 3.9 6.9 12 8 41.0 88.2 146.2 43.2 1 C2 1,8 3.1 323,9 200 15,8 -03.0 55.3 2 4 5.5 6.2 8.2 14 8 - 033 152 2.5 33 :i.ç 355 - + + 21/2 4 8.0 9.9 11.9 1 16 8 - 73,0 102 3.0 .i.5 54 .i05 i 233 - + + 3 4 9.5 11.4 16.5 18 8 - 56.5 1 U .3 4571 + ~ 31/2 4 12.0 15.1 20.1 20 8 - 1.31,5 1(7 34 47 5(7' 211 .. + + 4 6 16.7 18.4 27.4 24 8 - 1113 152 70 53 15i 3130 203 - + + 5 j 6 21.5 21.3 35.3 + Contact Victaulic 101 details. No. 41 - ANSI 125 (Cast Iron) No. 45 - ANSI 150 (Steel) No. 46 - ANSI 300 (Steel) Flanged Adapter Nipples I [..-EtoE i1 ri s8tI I I 1- I 07.01 -7 I X 6 7.00 d 24.6 14.00 50.0 X 135,3 174 112 366 22,7 X 8 7.00 d 52.0 14.00 53.5 3. 219.1 176 236 356 24.3 X 10 7.00 d 39.0 14.00 57.0 3. 2720 19.4 177 55t(1 252 14 X 6 13.00 65.0 13.00 60.0 335.6 3. :66,3 33(1 27.5 330 272 X 8 13.00 65.0 13.00 60.0 X "9.1 33() 2"S 330 772 X 10 13.00 66.0 13.00 65.0 >( :733 .33 29(3 330 29.5 N 12 13.00 68.0 13.00 66.0 16 X 8 14.00 73.0 14.00 73.0 414.4 3. 29.2 356 33,1 352 39.1 X 10 14.00 73.0 14.00 73.0 3271j .434 :33,1 ' .'43o .1:3.1 X 12 14.00 73.0 14.00 73.0 4 223.9 255 331 2-55 221 X 14 14.00 73.0 14.00 73.0 .3 37131 :3.2- 331 39.1 18 X 10 15.00 91.0 15.00 91.0 4473 4(3 273,1, 391 4331 3(32 4i.3 X 12 15.00 91.0 15.00 91.0 3. 343 41.3 .4141 413 X 14 15.00 91.0 15.00 91.0 X 16 15.00 91.0 15.00 91.0 Table continued on page 9. -ae En Concentric/Eccentric Reducers r'toE1 ElsE Steel (except as noted) No. 50 No. 51 SIZE Approx. Approx. Nominal E to E Wgt. Ea. E to E Wgt. Ea. Inches Inches Lbs. Inches Lbs. Actual mm mm kg mm 11/4 X 3/4 + 1..9 - - 42.4 X27.9 - 09 - - Xl + 1(3 - - /e 1½X 3 1.4 - - 4631(209 9.6 X 1 . 2.50* d 08 n.4 8.50 lz 4.5 X 11/4 2.50'd 1.0 - - X. 42.4 (34 12 -. - 2 X 1/4 2.50* d 0.9 1 9.00 2.0 603 3(3 253 X 1 2.50' d 0.7 9.00 2.3 N 3- i X 11/4 2.50' d 1.2 9.00 4.6 X -(24 64 X 1½ 2.50* d 1.0 9.00 4.6 3(3 4.33 (44 2½X 3/4 + 1.3 + 3.3 1.. x 299 931 X 1 2.50 3.6 9.50 3.5 X 33.7 64 1.5 X 11/4 2.50* d 3.3 9.50 + .3 49.4 04 42, 241 X 11/2 2.50* d 3.6 9.50 37 3. 43.3 134 1.6 241 1,7 X 2 2.50 d 3.9 9.50 4.3 N Cr4 1.4 241 3X~ + 1.5 + 4.5 553 N 0.7 X 1 2.50* d 1.3 9.50 4.8 X '3:7 84 uS 2u1 22 X1Y4 + 3.0 + 4.8 N 49.4 1,4 2,2 X 11/2 2.50* d 5.1 9.50 5.1 3. 439. 64 2.3 2 11 2.3 X 2 2.50 d 1.6 3.50 d 6.0 X 603 ((4 3.7 57) 2,7 X 21/2 2.50' d 1.8 3.50 d 7.0 X 79.0 34 9.8 69 3,2 300. X 7 ,. 2.50d 2.1 - - 64 10 31/2 X 3 2.50 d 2.0 9.50 7.0 121313.86.9 64 2'41 9.2 4 X 1 3.00* d 3.0 10.00 6.5 76 .4 254 2,9 X1¼ + 4.6 - - 3.42.; X 11/2 10.00 6.9 10.00 8.1 3.' 45,4 2(14 3.1 274 3,7 X 2 3,00* d 2.4 4.00 d 3.3 78 11 '22. 15 X 21/2 3.00' d 2.7 4.00 d 3.4 X 3 3.00W d 3.2 4.00 d 3.5 X 34.3 78 . X 31/2 3.00 d 2.9 10.00 8.0 1(26 713 13 25- 331 5 x 2 4.00 9.0 11.00 5.2 14'.3 3. 82.3 162 4.1 276 4.4 X 21h 11.00 11.0 11.00 10.8 X 3 4.003 5.5 11.00 11.1 'N 4 3.50d 4.3 520d 12.0 07.OrrtC No. 50 No. 51 SIZE Approx. I Approx. Nominal E to E Wgt. Ea. E to E Wgt. Ea. Inches Inches Lbs. Inches Lbs. ACtu% corn mm kg mm kg 6 X 1 4.00* d 5.0 11.50 14.5 X 439. tfl2 2,3 222 X1½ + 5.5 + + 3. 48,3 X 2 4.00* d 6.6 11.50 14.5 3. 1ti4 112 3.0 'it? X 2½ 4.00 d 6.4 11.50 14.2 :3 231 262 64 X 3 4.00* d 6.4 5.50 d 15.0 3. 7 illS 2.9 110 631 X 4 4.00 d 6.5 5.50 d 17.0 N 11.3 02 2.2 140 7,7 X 5 4.00 d 6.4 5.50 d 17.0 x 141.2 712 140 1,7 8 X 21/2 16.00' 7.9 12.00 26.1 3 77,7 432 34. 335 X 3 5.00 d 9.3 12.00 22.0 .3 C9 427 4,2 3(340 X 4 5.00 d 10.4 12.00 23.0 N 't4,2 i2 46 305 10,4 X 5 5.00d 11.6 12.00 23.0 >1 141,3 137 5.2 323 10.4 X 6 5.00 d 11.9 6.00 d 24.0 5,4 152 1031 10 X 4 6.00 d 19.7 13.00 32.0 273.2 X 11,3 152 8.6 330 1.1,5 X 5 + 34.3 + 34.6 X 141,3 - 1531 15,7 X 6 6.00 d 20.0 13.00 36.9 X 168.3 1b2 9,1 330 16.7 X 8 6.00 d 22.0 7.0 d 21.6 3. 2121 152 13)0 175 331 12 X 4 + 44.0 14.00 48.0 32331 3. 114,3 + 20,0 356 21,6 (d) Ductile iron + Contact Viclaulic for details. 'Available with male threaded small end No. 52. @ Steel eccentric reducers available through 30' (762,0 mm), contact Victaulic lot dimensions. 07.01 -8 Concentric/Eccentric Reducers Steel (except as noted) No. 50 No. 51 SIZE Approx. Approx. Nominal E to E Wgt. Ea. E to E Wgt. Ea. Inches Inches Lbs. Inches Lbs. Actual mm mm kg mm kg 20 x 10 20.00 110.0 20.00 177.0 506,0.4<2°2,O SC'S -65.9 SC'S. 103 X 12 20.00 120.0 20.00 120.0 >4 323.3 506 16.4 54.4 X 14 20.00 149.0 20.00 149.0 >4 3%5. 609 X 16 20.00 120.0 20.00 120.0 s.c X 18 x 37Q 20.00 136.0 %.7 20.00 53% 136.0 24 X 10 20.00 142.0 20.00 142.0 6-i5.) >4 .c136 6%5 %' 5.8 64.1 No. 25 and No. 29 Reducing Tees (Segmentally welded steel) 07 01.120 EtoE 11imns No. 50 No. 51 SIZE Approx. Approx. Nominal E to E Wgt. Ea. E to E Wgt. Ea. Inches Inches Lbs. Inches Lbs. Actual mm mm kg nm kg 24 X 12 20.00 150.0 20.00 150.0 >4 227.9 509 06.0 605 X 14 20.00 162.0 20.00 162.0 >0 355.6 506 . ?5 23.5 X 16 20.00 162.0 20.00 162.0 1< 7-06 734 50% 793 X 18 20.00 162.0 20.00 162.0 .477.4 505 735 X 20 20.00 151.0 20.00 190.0 X01254 508 %-52 50% .CloE1 rCto Ei Ci co tou L_? _ No. 25 No, 29 0701.120 No. 25 No. 29 SIZE Std. w/Thd. Branch .Aprx. .Nominal Inches C to E C to E Wgt. Ea. Actual mm Inches/mm Inches/torn Lbs/kg 1X1X 3/4 + + 1.0 73,7>4 352X 25.6 11/4X11/4 X1 + + 1.3 424 >042.4 >4 2.3S .4 .4 0.6 11/2 X11hX 3/4 + + 1.5 48.$X48,3X2$9 - X + + 1.5 >433? X1V4 + + 1.7 X 42.4 ~ + 2 X 2 X 3/4 3.25 d 3.25 d 2.5 6%5>4393 >4 239 93 52 X 1 3.25 d 3.25 d 2.7 63 X1¼ + + 1.8 X42.4 x 1½ 3.25 d 3.25 3.0 >4 665' 33 11.7 1.4 21/2 X21/2 X 3/4 + + 3.9 7>51>450.6. X 1 3.75 d 3.75 3.8 XSSO 11 X1¼ + + 4.2 >4424 - X 11/2 3.75 d 3.75 d 3.9 >4.65.7 25 25 X 2 3.75 d 3.75 4,5 >4 3X3X 3/4 + + 5.7 11%OXSS,9 >426.9 - 40% X 1 4.25 d 4.25 d 6.1 X1% + + 8.0 X 11/2 4.25d 4.25 6.5 (LI- X 2 4.25d 4.25 6.2 >422.3 15. X 2112 4.25d 4.25 6.4 No. 25 No. 29 SIZE Std. wlThd. Branch Aprx. Nominal Inches C to E C to E Wgt. Ea. Actual mm Inches/tom Inches/mm Lbs/kg 4X4X 3/4 , 11.1.3x114..3X2.34.' + * + + 8.0 :2.6 X 1 5.00 d 5.00 d 7.8 >4 32,7 157 27 35 X11/e + + ' 9.6 >4 42,4 * 44 5.00d 5.00d 10.2 X 11/2 >4483 127 127 431 X 2 5.00d 5.00d 11.2 X $0.3 11? 127 5.1 X 21/2 5.00 d 5.00 d 11.4 >4 72,0 127 127 52 X 3 5.00 d 5.00 d 11.6 >4 oo.3 5X5X1 ...13X41,3X337 + + 14.0 6.4 X1½ + + 14.3 >455.3 X 2 5.50 5.50 14.5 >4 505. 1451 5% X 21/2 5.50 d 5.50 d 15.2 >4 7315 160 144 551 X 3 5.50d 5.50 16.6 146 1451 75 X 4 ' 5.50d 5.50 16.7 >4 114.2 140 140 75 6X6X1 + + 23.0 X1½ + + 24.0 >445.3 X 2 6.50 d 6.50 d 21.6 166 19%. X 2½ 6.50 d 6.50 d 21.4 >476.6 124 45 X 3 6.50 d 6.50 d 26.5 >428.5 106 451, X 4 6.50d 6.50d 25.0 >4 1621 X 5 6.50 d 6.50 d 23.2 I able continued on page 10. 07.01 -9 X 14 17.25 - - 275.0 >4 355,8 238 - X 16 17.25 - 288.6 3< 406.4 435 - 130,9 X 18 17.25 - 297.0 >4 .15741 .1513 . 24.7 24 X 24 X 8 20.00 20.00 340.0 51303<5154< >0 212,1 5011, 054 134.2 X 10 20.00 - 20.00 343.9 >4 275,9 308 553 X 12 20.00 20.00 352.8 X ->232) nOt> 525 7517,1) X 14 20.00 - 360.0 3< 3555 5,17 15543 X 16 20.00 - 378.0 2<15 - 171,5 X 18 20.00 X4fi7,4, 507' 1717.1 A 4U OU.uU - 3<333.0 520 - 152.2 (d) Ductile iron. + Contact Victaulic for details. No. 29 Threaded Outlet Reducing Tees are supplied NPT and are available with British Standard threads. For British Standard specify "BSP' clearly on order. No. 25 and No. 29 Reducing Tees (Segmentally welded steel) 07 Or.12C 'rCtoEl jCtoE 0-1 cc to No. 25 No. 29 5101-120 No. 25 No. 29 SIZE Std. wlThd. Branch Aprx. Nominal Inches C to E C to E Wgt. Ea. Actual mm Inches/min Inches/mm Lbs/k9 61/2 X 61/2 X 3 6.50 d 6.50 24.0 113<11)17.13<517.9 1177) u5 X 4 6.50 d 6.50 25.0 3< 114.3 '0.8 11,3 8X8X11/2 + + 33.0 210.1 X'7.' 3< X 2 7.75 7.75 33.5 X 133 197 X2½ + + 39.0 3< X 3 7.75 7.75 33.6 K 082 '<7 97 542 X 4 7.75 d 7.75 d 41.8 3< X 5 7.75 7.75 34.0 >4 14.7 X 6 7.75d 7.75d 42.3 Y 135 1 o:' 61/2 0. D. 7.75 X ,... .. 7.75 ...7 48.0 10X10X11/2 + + 62.0 254.03<273.1) X 403 X 2 9.00 9.00 62.0 Y. 623 279 229 x2½ + - + 62.4 x73,0 + - 283 X3 + + 60.0 3< 5471 71 ':" 27.2 X 4 9.00 9.00 61.0 3< 1543 227 227 27.7 X 5 9.00 9.00 52.0 >4 125 :3 279 229 239 X 6 9.00 9.00 59.0 K 168.3 229 229 26,6 X 8 9.00 9.00 64.7 3< 219.1 229 277 22.3 12X12X1 + + 77.0 323.93<323.9 3< 33.7 X2 + + 80.0 X$0.$ '- - 94-54 X2½ + + 78.0 3<730- - 35,4 X 3 10.00 10.00 82.0 3< 4754 254 21-1 :772 X 4 10.00 10.00 80.0 3< 114.3 234 25-i X 5 10.00 10.00 75.0 254 544 X 6 10.00 10.00 75.0 K '(31. 251 254 754' 3< 8 10.00 10.00 80.0 25-: 275 X 10 10.00 10.00 84.0 >4 773. 25L 28-i 22.1 14X14X4 + + 102.0 25:54 X335$ >0 A. 3<6 XEi54 + + - 108.2 49, i X 8 11.00 11.00 112.0 X 273. 271 No. 25 No. 29 SIZE Std. wlThd. Branch Apoc. Nominal Inches C to E C to E Wgt. Ea. Actual tom Inches/mm Inches/mm Lbs!lcj 14X14X 10 11.00 11.00 120.0 5552 X3556 3<273,0 279 279 544 X 12 11,00 11.00 129.1 X .723.9 270 277 16X16X4 + + 130.0 49343<20,34 X 114.2 + - SAD X6 + + 133.5 >2754.3 * X 8 12.00 12.00 145.0 >4 719,' '10° 5110. 032 X 10 12.00 12.00 149.5 2< .1730 :05 701 X 12 12.00 12.00 154.0 K 5732- 545 705 32-9 X14 + + 167.0 18X18X4 + + 194.0 457.0>0457.0 x ii X 6 + + 200.0 3< 135.3 + + 94.7 X8 - + + 202.0 3< 219,1 X 10 15.50 15.50 212.0 X 272,0 394 294 80,2 X 12 15.50 15.50 222.6 3< 322,i 394 394 101.0 - X 14 15.50 - 230.1 3<355.6 1044 18 X 18 X 16 15.50 - 247.6 457,73< 437.0 >4 +06.-I 394 - 112.3 20X20X6 + + 240.0- 542.03<593.03< 168,3 + 108,9 X8 + + 244.0 3< 219,1 + 110,7 X1O + + 256.0 3< 273.0 + 116.1 X12 + + 264.0 3< 323.9 + .,. lISt' 07.01 -10 No. 52 Reducer Threaded Small (Ductile Iron) ED to Ei No. 5.3, 54 & 55 Swaged Nipples* (Steel) l - Eto E I .j 1 No. 53 h- Eta E I No. 54 I 1. No. 55 P1 L 1 I 5151-13C SIZE SIZE SIZE Nominal E to E Apr. Nominal E to E Aprx. Nominal E to E Aprx. Inches In. Wgt. Ea. Inches In. Wgt. Ea. Inches In. Wgt. Ea. ActuSi s,ri mn' Lbs/rio mm mm Lbs.M.q A crim mm 111l4 Lbs./kg 11/2 X 1 2.50 0.8 3X 3/4 + 1.5s 5 X 4. + 4.5 cc '..::• X 11/4 X 1 2.50 0.9 2.50 1.3 6 X 1 4.00 5.5 .2.58.7 X 1½ cc. X 2 2 X 3/4 2.50 0.9 2.50 1.5s 4.00 5.7 (.4 X.115 154 X 1 X 21/2 2.50 0.7 3 X 2 2.50 1.5 4.00 5.8 X33.7 0.7 63.91(60.3 64 0 7 1(73.6' 1152 2,6 X 11/4 X 2½ X 3 2.50 1.2 2.50 2.4 4.00 5.8 X42.4 r34 6.5. 1(73.0 54 1.1 1(5,3/. 11)2 X 11/2 X 4 2.50 1.0 4 X 1 3.00 2.3 + 6.5s X -'8.3 34 (1.5 114.3X33,7 X 11/2 75 1: 1(114.3 X 5 + 21/2 X 1 + lOs + 2.5s + 2.0s X 11/4 X 2 2.50 1.2 S 3.00 2.6 8 X 2 16.00 1.5 >442.'- E. 3'?. >46137 76 2121>41507 17 X 11/2 X 21/2 X 21/2 2.50 1.3s 3.00 2.6 16.00 1.7 >4 Sn.2 34 68 >4 77.3 713 1,2 >4 7317 4311. X 2 X 3 3.00 1.4 3.00 2.5 >4. 6153 7(. 15. >4 715 5 steer. + Lornact viclaulic 101 aelails. Available with British Standard Pipe Threads, specify "BSP' clearly on order. SIZE Approx. SIZE Approx. Nominal ' E to E Weight Each Nominal E to E Weight Each Inches Inches Lbs. Inches Inches Lbs. Actual win mm kg Actual mm mm kg 2 X 1 6.50 2.0 4 X 21/2 9.00 7.5 60,3>4 33.7 165 ' 0,9 11.3 X 73.7 229 3,4 X 11/4 X 3 6.50 2.0 9.00 7.5 >4 42,-. i 55 >4 53.5 345 34 X 11/2 x 31/2 6.50 2.0 9.00 7.5 1(1,8,3 ISo 0.9 >41151,6 229 21h X 1 7.00 3.0 5 X 2 11.00 11.5 74,OXS2.7 >78. 1.4 141.7>4015,5 279 5.2 X 11/4 X 3 7.00 3.0 11.00 11.3 X 42.4 134 1.4 >4 4455 1'9 5.1 X 11/2 x 4 7.00 3.0 11.00 11.5 '(1 X 2 7.00 3.0 6 X 1 12.00 17.0 >4601) 1,4 165.3x363,? X 11/4 345 7,7 3 X 1 8.00 4.5 12.00 17.0 X 11/4 X 11/2 8.00 4.5 12.00 17.2 X 42'4 2125 2/ 1(41157 305 78 X 11/2 X 2 8.00 4.4 12.00 17.4 >4413.1': 203 2.0 1(8111 302 "2 )( 2 X 21/2 1 8.00 4.5 12.00 ' 17.4 >412153 - 246 2.0 >473,2' 31)5 7,4 X 21/2 X 3 8.00 4.5 32.00 17.4 1(1557 26:1 .1.11 Xo5"' X 31/2 $11'.., 31/2 x 3 8.00 6.8 12.00 17.4 '21)3 15,1 >41)17 X 4 31)5 79 4 x 1 9.00 7.5 12.00 17.5 1) 47 >4 33. 7714 :154 34 111,5 71)5 '13 X 11/4 X 41/2 ' 9.00 7.5 12.00 17.5 X 424 227 54 34 127... X 11/2 X 5 9.00 7.5 12.00 17.5 X '127 22(1 .71 317,1 X 2 9.00 7.5 .415 8 X 6 + 20.0 AlSo avaflaOle in trrreaoea small eno NO. s4ortnreaoea large ella NO, 55. + Contact Victaulic for details. 07.01 -11 I No. 18 and 19 Adapter Elbows (Ductile iron) 57 .0 150 No. 113 No. 19 90 Adapter Elbow @ 45 Adapter Elbow @ Approx. Approx. SIZE Nominal C to GE C to TE Weight Each C to GE C to TE Weight Each Inches Inches Inches Lbs, Inches Inches Lbs. Actuvi mn r 11 - ;nn7 tn nrc nrc kg 3/4 2.25 2.25 0.5 1.50 1.50 0.5 1 2.25 2.25 0 175 44 175 0 11/4 2.75 2.75 0.9 1.75 1.75 0.6 42.4 71) 70 (34 4 . 11/2 2.75 2.75 1.1 1.75 1.75 0.9 48.3 70 70 C'S .44 2 3.25 4.25 2.5 2.00 3.00 1.9 30.3 1313 03 1.1 75 0,11 21/2 3.75 3.75 3.0 2.25 2.25 2.3 77: 15 07 3 20.2 4.25 i.S 6.00 152 5.8 25 2.50 .31 4.25 102 5.0 22 31h 4.50 6.25 8.0 5.25 5.25 8.8 13 133 4,1 4 5.00 1 7.25 12.0 3.00 5.25 8.8 1123 127 134 03 33 133 4.0 6 6 .50 j 6.50 I 17.6 3.50 3.50 12.7 155 31 ) 03 83' 0.3 Available with British Standard Pipe Threads, specify BSP' clearly on Order. + Contact Victautic for details. No. 27 Standpipe Tee (Ductile Iron) C to rEOB C 10-1 EOR -r No. 27 07.O1.I6A Approx SIZE C to EOR C to EOB Weight Each Nominal Inches Inches Inches Lbs. Actual mm min mm kg 4X4X21h 3.25 4.00 9.1 1113X114,3X73.0 83 102 6 X 6 X 21/2 3.25 1 5.13 14.8 1813.3)(1513.3X73.G '33 1(30 5,7 Available with British Standard Pipe Threads, specify "BSP" clearly on order. e7 51.17A I Approx SIZE C to EOR C to EOB Weight Each Nominal Inches Inches Inches Lbs. Actual mm mm sirs kg 5 X 5 X 8 7.75 5.50 28.7 x iil.3Y..nill.1 1117 1 1.3.11 6 X 6 X 8 7.75 6.50 37.5 65'7X21111 1117 No. 21 Bullhead Tee (Ductile Iron) C to] Cto16 . -. EOB No. 2`1 07.01 -12 No, 61 Bull Plug (Steel) No 32 Tee Wye (Segmentally welded steel) H E2 Approx. SIZE E to E Weight Each Nominal Inches Inches Lbs. Actuni mm 1111 kq 2 4.00 2.5 21/2 5.00 3.0 699 4.5 4 7.00 7.5 1:4.3 34 5 141.2 8.00 12.0 6 10.00 17.0 133.3 25 + ,mm ..... "j- dvmm LilluuYll 44 to iu,u mm), contact snCLaUliC. No. 60 cap is not suitable for use in vacuums service with Style 72 or 750 couplings. No. 61 Bull Plugs should be used. SIZE Dimensions - lncheS/fllillilrwters Approx. Nominal Weight I Inches Each Actual nun G H E1 E2 Lbs/ks 2 X 2 X 2 2.75 7.00 9.00 4.63 6.4 :3N8°3 N 488 30. 229 :30 23' 2½X2½ X 21/2 3.00 7.75 10.50 5.75 11.5 7.3,0X73.0 N 73.9 73- 137 267 148 52 3X3 X 3 3.25 8.50 11.50 6.50 14.3 38.9x86.2 x 309 83 793' 155 130 31/2 X 31/2 X 31/2 3.25 10.00 13.00 7.75 22.9 131.6 X 3013 N 131,6 63 23.-i .300 :27 1 4 X 4 X 3 3.75 10.50 12.88 7.88 23.0 113.SX11-30 N r3874 95. 747 327 200 10 X 4 3.75 10.50 13.63 8.13 26.0 .% 114.2 ur, 267 346 297 116 5 X 5 X 3 4.00 12.50 14.25 9.25 29.0 141:11(14:3 N 3031 102 313 302 2593 132 X 4 4.00 12.50 15.13 9.63 36.7 XI1.4,3 102 35 3594 245 16,6 X 5 4.00 12.50 16.13 10.00 48.0 N 141,3 132 3.13: 410 254. 71,6 6 X 6 X 3 4.50 14.00 15.31 10.31 37.3 N 8.39 114 359 389 262 199 X 4 4.50 14.00 16.25 10.75 46.3 N 11131 114 5936 13 273 21,0 X 5 4.50 14.00 17.25 11.13 55.0 IC 1413 1- 386 408 263 2431 X 6 4.50 14.00 18.25 11.50 60.5 N 183.3 114 464 232 LRA 8 X 8 X 3 6.00 18.00 18.19 13.19 76.0 212.132121 N 86.9 1172 3172 "3- 345 X 4 6.00 18,00 19.00 13.50 76.4 x .3; .213 337 N 5 6.00 18.00 20.00 13.88 85.6 N :41:1 52 4177 8.33 352 308 X 6 6.00 18.00 21.13 14.38 112.0 N 153.5 1j, 13! 53? 535 53,5. X 8 6.00 18.00 23.25 15.25 127.1 N 219.1 i17 4(7 1797 lox 10 X 3 6.50 20.50 19.88 14.88 96.0 7)5X77.(. N 563 :53 :21 :30 375 435 X 4 6.50 20.50 20.75 15.25 97.4 N 42 :55 827 :307 43,7 X 5 6.50 20.50 21.88 15.75 115.0 N 141.3 In: t'53 40) X 6 6.50 20.50 22.88 16.13 133.1 X11.13 X 8 6.50 20.50 27.25 19.25 156.0 N 230.1 1199' 32'- 822 91113 X 10 6.50 20.50 27.25 18.00 190.0 139 9.' 71/ 4.37 3.37 12 X 12 X 12 7.00 23.00 31.00 20.50 240.0 N 172 ((4 197 53: 3059 07.01 - 13 No. 30-R Reducing Lateral (Segmentally welded steel) No. 80 Female Threaded Adapter Ductile Iron (except as noted) 07.01-200 Approx I Approx. SIZE C to C to Weight SIZE C to C to Weight Nominal LE SE Each Nominal I LE SE Each Inches Inches Inches Lbs. Inches Inches Inches Lbs Ac5rrul rrrr; nrrr nun Ira Actual nran mIll mar kg 3 X 3 X 2 8.50 3.25 9.8 12 X 12 X 10 23.00 7.00 167.0 x 214. -.- 3.3x3722, 75 '7 roL t -7 9 7< 21/2 8.50 3.25 9.8 14 X 14 X 4 26.50 7.50 172.0 1< .'O 7. .n35n3' 7< 7113 X 6 573 721 4 X 4 X 2 10.50 3.75 10.0 26.50 7.50 187.0 1433<11433<50, .237 77, .13 3< 633 773 21 64,13 X 21/2 X 8 10.50 3.75 10.0 26.50 7.50 205.8 7< ?33_ 357 On X 2t3.1 673 1731 73.4 X 3 x 10 10.50 3.75 18.3 26.50 7.50 235.0 X 849- 257 83 33 X 2730 X 12 673 101 10136 5 X 5 X 2 12.50 4.00 24.0 26.50 7.50 250.0 4i .rX 141.7 7< 553 .3171 102 7< 32.39 673 321 113.4 X 3 12.50 4.00 27.0 16 X 16 3< 6 29.00 8.00 215.0 3< 111. .7 7 -X,7'. 123.3 737 .,-7r 2333 X 4 X 8 12.50 4.00 26.5 29.00 8.00 252.5 7< 11-iS 70,? 72.0 3<2231 X 10 737 2(3 6 X 6 X 3 14.00 4.50 37.0 29.00 8.00 265.0 .3<lt777XnC,, 'UI 174 23 X27j5 737 X 4 X 12 14.00 4.50 36.0 29.00 8.00 295.0 3< "43 3½ 174 23.2. 7< 322.2 737 203 133.5 X 5 X 14 14.00 4.50 44.7 29.00 8.00 305.0 353..5 737 323, 133.3 83<8 X 4 18.00 6.00 62.0 18 X 18 X 6 32.00 8.50 274.0 219.17<2371 7<. 3 237 162 22,1 483,53<4553 X 158.3 233 233 121,3 X 5 X 8 18.00 6.00 75.5 32.00 8.50 275.0 7< 1413 467 132 54.,! 7< 212.1 813 216 124.7 X 6 x 12 18.00 6.00 82.0 32.00 8.50 347.0 3< 1513.3 437 132 172 7< 3229 X 14 3313 216 1571 lox 10 X 4 20.50 6.50 104.8 32.00 8.50 350.0 27.3.10X273.OX 11.i,3 521 183 4733. 7<355.6 o13 23d 155,8 X 5 x 16 20.50 6.50 99.0 32.00 8.50 362.0 33 r43 823 136 3< 408.4 233 236 161,2 X 6 20.50 6.50 105.8 20 X 20 X 12 35.00 15.0 X 168.3 321 175 45.0 5053XSu130X 623.9 527 22965.2 3< 8 X 14 20.50 6.50 118.0 35.00 9.00 3< 210.1 231 163 8333 3< 3355 X 16 229 505 12 8139 9.00 [420.0 x 12 x 5 23.00 7.00 122.0 35.00 9.0025.0 3293<323,9 x v -IS s83 '7555.3 x 40131 859 223 92,3 X 6 23.00 7.00 137.0 24 x 24 x 16 40.00 10.0025.0 7< 156.3 554 178 42,1 '310,0 X 01Ot) 3< 305.4 1016 254 132,8 X 8 x 20 23.00 7.00 147.0 40.00 . 10.00 570.0 X 210.1 5&'. 178 4137 3< 5000 1016 25'r 426.6 07.01-21C Approx. SIZE E to E Weight Each Nominal Inches Inches Lbs. Actual mm Clrlr kg 3/4 2.00 1.0 1'• 2.06 1.0 -'337 32 115 1¼ 2.31 1.5 s .137 07 1 1h 231 l5 _s 2.50 1.4 21/2 2.75 1.5 7730 3 2.75 2.9 4 35 4.5 Available with British Standard Pipe threads, specify 'BSP' Clearly on order. S = steel 07.01 -14 No.. 32-R Reducing Tee Wye (Segmentally welded steel) G -I- No. 48 Hose Nipple (Steel) 07.01-22A SIZE Dimensions Approx. Nominal lnches/mrc Weight Each Inches Lbs G H E E2 4 X 3 X 3 3.50 9.50 10.75 5.75 16.0 '4 V X $ 3 17 11.1 745 X 4 3.75 10.50 13.63 8.13 16.0 5 X 3 X 3 1.25 9.75 11.50 7.63 25.0 21 155 242' 17;' X 5 4.00 12.50 16.13 11.13 43.4 Xi_13 102 .l3 41,C 1133 5 X 4 X 3 1.68 9.13 11.88 6.88 21.0 176 X 4 1.88 9.13 12.75 7.25 25.0 X 114..42. 232 6 X 4 X 6 4.50 14.00 18.25 11.50 61.0 , 321 1 14 3 >1 i2t1 114 255 .44 202 27.7 6 X 5 X 3 1.25 10.75 13.00 8.00 27.0 15l$i1X 320 .12 273 3.22 273 X 4 1.25 10.75 13.88 8.38 31.0 8 X 6 X 4 1.00 12.00 14.75 9.25 45.0 21?1X1563 X 1142 30-I 2713 234 8 X 6 X 8 6.00 18.00 23.25 15.25 112.0 1< 51.1 427 3 07 01.270 SIZE Approx. Nominal E to E Weight Each Inches Inches Lbs. Actual mm mm kg 34 3.25 0.3 2513 1313 1 3.38 0.4 33.7 lB 0,2 11/4 3.88 0.6 42,4 213 0,3 11/2 3.88 0.8 4132 06 2 4.50 1.1 114 0.3 21/2 5.38 2.0 3 5.75 3.2 25 1/5 15 4 7.12 4 6 11.00 14.3 5332 20 €15 12.50 24.7 10 27 100 40.1 12 16.00 62.0 07.01 - 15 Sprinkler Systems. Angle- pad design permits assem- bly by removing one nut/ bolt and swinging the housing over the gasket. This reduces components to handle during assembly: speeds and eases installa- tion on pipe grooved to Victaulic specifications, Style 005 FireLock cou- plings with the Vic- plUSTm Gasket System are designed and rec- ommended for use ONLY on fire protection systems. Vic-Plus Gasket System: Victaulic® now offers a gas- ket system which requires no field lubrication. The Vic-Plus System (patent pending) is dry, clean, and non-toxic. It reduces assembly time substantially and eliminates the mess and chance of over-lubrication. ee § LPC reast n :0n'e0 AF AV Ar \tUIIC® AV An G9001 certified company IPARBONSTEELi t ___ FREPRO1ECTION? fr., Style 005 FireLockTM Rigid Coupling with VicPusTM Gasket System (i GasIet System FireLockTM Style 005 rigid O coupling has a unique, pat- ented 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. Patented The FireLocic couplings provide rigidity for valve connections, fire mains and long straight runs. Support and hanging requirements correspond to NFPA 13 10.02-10 SIZE Max. Max. Allow. Dimensions Nominal Work. End Pipe End @ Bolt/Nut Inches/mm Aprx. Inches Press. § Load Sep. t No. - Size Wgt. Ea. Actual Cr01 PSI*/kPa Lbs.*/N In./mm Inches/mm X Y Z Lbs./kg 11/4 350 755 0.05 2 -/8 X 2 2.75 4.50 1.88 1.2 424 213 3570 112 11/2 350 990 0.05 2/8X2 3.00 4.75 1.88 1.2 2411 4/15 1. 7e. 121 148 2.5 2 350 1550 0.07 3 2-/8X2,/2 3.50 5.25 1.88 1.6 zv.0 45 0.7 21/2 350 2270 0.07 2-/aX2 4.00 5.75 1.88 1.9 122 1s 1' 2.9 76,1 mm 350 2475 0.07 2 -/8X2,'S TT5 T5 T55 1.5 1.9 241.5 19 i0 3 350 3365 0.07 2-3/8 X2i5 4.63 6.13 1.88 2.1 llv 4 350 5565 0.16 2-/8X2½ 575 25 23 3.1 108,0 mm 300 4255 0.16 2~X2/2 63 7.25 15' 2.13 .11 3.1 14 - r)i1;.0 5 300 7290 0.16 1 3 2/2X2/4 88 00 2.13 4.5 45 724.1 76 229 54 2.) 133,0 mm 300 6495 0.16 2½X/4 63 9.00 2.13 4.5 22 .-y ,• 22$ 139,7 mm 300 7125 0.16 2½X2~ 88 90 -- 2.13 4.8 '-'- 117u 4. 6 300 10340 0.16 . 2/2X2/4 2.13 5.0 2214' 452125 .1 159,0 mm 300 7)4:. 9200 0.16 2 5/8 X4¼ 7.63 '5,1 10.00 75.1 2.13 74 5.5 165,1 mm 300 9955 0.16 2½X23/n 8.15 10.00 2.13 5.5 2.6 ;,-: .nus 251 54 17525 aig 2-%X4¼ 10.50 2.63 11.3 § t Refer to notes on page 2. 4'% it Ii-h'1 i4 r Z-1 ev Mr Rated for wet and dry sprinkler systems at 350 PSI (2413 kPa) for 11/4 - 4 (42,4 - 114,3 mm) sizes and 300 PSI (2068 IrFa) for 41/4 - 8" (108,0 - 219,1 mm) sizes; Schedule 10 roll grooved or Schedule 40 cut or roll grooved steel pipe. Style 005 is rigid and does not accommodate expan- sion, contraction or angular deflection. I Victaulic® World Headquarters • P.O. Box 31, Easton, PA 18044-0031 • 4901 Kessletsville Rd., Easton, PA 18040 • 1-800-PICK VIC • FA)(: 610/250-8817 • wx.victauIic.com 1538 Rev ,E 10/00 11 Registered Trademark Of Viclalic e copyright 1999 V/c/au/ic Printed in U.S.A. MATERIAL SPECIFICATIONS Housing: Ductile iron conform- ing to ASTM A-395, grade 65- 45-15, and ASTM A-536, grade 65-45-12. Housing Coating: Orange enamel U Optional: Hot dipped galva- nized Gasket: 0 Grade "E" EPDM - Type A Vic-Plus Gasket System t (Violet color code). FireLock products have been Listed by Underwriters Laboratories Inc. and Approved by Factory Mutual Research for wet and dry (oil free air) sprinkler ser- vices up to the rated working pressure using the Grade "E' Type A Vic-Plus Gasket System, requiring no field lubrication. For dry services, Victaulic continues to recommend the use of Grade "E" Type A FlushSeai® Vic-Plus Gasket System. Contact Victaulic for details. Bolts/Nuts: Heat treated car- bon steel, zinc electroplated to ASTM B-633; Track head bolt conforming to ASTM A-183 minimum tensile 110,000 PSI (758340 ItFa); Flanged hex nut conforming to ASTM A-563, Grade A. f Standard gasket and FlushSeat gasket approved for dry pipe systems to -40°F (-40°C). Supplemental lubricant is rec- ommended for services installed at or continuously operating below 0°F (-18°C). Victaulic continues to recom- mend the use of FluahSeat gaskets for dry services. 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. 15.52-2A Rated Working Pressure Rated Working Pressure Pipe Schedule Size Inches UL ULC FM Pipe Schedule Size Inches UL ULC FM 5 11/4-3 175 175 175 EZ 4 300 300 300 10,40 114-4 350 350 350 6 175 175 175 5-8 300 300 300 SF 114-4 300 300 300 BLT 114-2 300 300 300 Super 40 114-2 300 300 300 DF 114-4 300 300 300 Ti. 11/4 2 300 300 300 6 175 175 175 WLS 114-2 300 300 300 DT 11/4 2 300 300 300 XLO(L-1I 11/4 3 300 300 300 EL 1 11/4 2 300 i 300 300 NOTES: 5 refers to Listed/Approved Schedule steel sprinkler pipe. 10 refers to Listed/Approved Schedule 10 steel sprinkler pipe. 40 refers to Listed/Approved Schedule 40 steel sprinkler pipe. ELT refers to Listed/Approved steel sprinkles pipe manufactured by American Tube Company. DF refers to ListedlAppooved Dyne-Flow steel sprinkler pipe manufactured by American Tube Company. DT refers to Listed/Approved Dyne Thread steel sprinkler pipe manufactured by American Tube Company. EL refers to Listed/Approved Eddylite steel sprinkler pipe manufactured by Bull Moose Tube Co. EZ refers to Listed/Approved EZ-Flow steel sprinkler pipe manufactured by Northwest Pipe & Casing Co. SF refers to Listed/Approved Super-Flo steel sprinkler pipe manufactured by Allied Tube and Conduit Corporation. SL refers to Listed/Approved steel sprinkler pipe manufactured by Western Tube and Conduit Corporation. Super 40iXL refers to Listed] Approved Super 40 or Super XL steel sprinkles pipe manufactured by Allied Tube and Conduit Corporation. WLS refers to Listed/Approved steel sprinkles pipe manufactured by Wheatland Tube Company. XIJXL-ll refers to Listed/Approved XL or XL-11 steel sprinkler pipe manufactured by Allied Tube and Conduit Corporation. NOTES Working Pressure and End Load are total, from all internal and external loads, based on standard weight (ANSI) slee t p i p e , s t a n d a r d r o l l o r c u t g r o o v e d i n a c c o r - dance with Victaulic specifications. Contact Victaulic for performance on other pipe. WARNING: FOR ONE TIME FIELD TEST ONLY, the Maximum Joint Working Pressure may be increased to 11/2 limes the figures shown. For field installation only. FireLock Style 005 couplings are essentially rigid and do not accommodate expansion/contraction. © 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 de t a i l s . § Style 005 couplings are VdS and LPC Approved 1012 Bar (175 PSI). WARNING: Piping systems must always be depressurized and drained before attempting disassembly and remova l o f a n y V i c t a u l i c p i p i n g p r o d u c t s . This product shall be rnanulacrured by Victaulic company. All products shall be installed in accordance with current Vic t a u l i c i n s t a l l a t i o n / a s s e m b l y i n s t r u c t i o n s . Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incur r i n g o b l i g a t i o n s . 10.90-2 ill, le'.X Le t STYLE 75 ILPCB SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS 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. Exaggerated for clarity I 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. I Optional: Hot dipped galvanized and others. Gasket: (specify choice*) I . Grade 'E" EPOM 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 I ANSI/NSF 61 for cold +86°F/+30°C and hot +180°F/+82°C potable water service. NOT RECOMMENDED FOR PETROLEUM SERVICES. Grade '1" nitrile Nitrile (Orange color code). Temperature range —20°F to +180°F/-29°C to +82°C. I Recommended for petroleum products, air with oil vapors, vegetable and mineral oils within the specified temperature range; except hot, dry air over +140°F/+600C and water over +150°F/+66°C. NOT RECOMMENDED FOR HOT WATER SERVICES. I * 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 1 I I ---------.-.--.,..---.--.-_-----_-__-.___ requirements of ASTM A-449 and physical requirements of ASTM A-183. JOB/OWNER CONTRACTOR ENGINEER 1 System No. Submitted By Spec Sect Para Location Date Approved www.victaulic.com I Date_________________________ A VICTAULIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. 2007 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. I REVi 06.05. 1 CtRBOW STEEL PIPE -GROOVED COUPLINGS 06.05 Fexbe CoupUng STYLE 75 DIMENSIONS I J1 9r]r IJ&I k 1.315 1500 680 00062 43 I 0712¼ 33.4 3450 3025 0-1.6 48 x 21238TQ7[1J7iu 61 108 I / 1.660 500 1080 0 006 2 10• 0.45 2.68 4.61 1.77 1.4 32 422 3450 4805 0-15. 38 68 11745 05 V 1.900 500 1.420 0-006 0.40 2.91 4.82 1.77 15 483 3450 6320 0-1.6 1 -56 2-/3X2 74 122 45 06 - -- --- -- -----S - ------------ - 2.375 500 2.215 . 0-0.06 • 31 032 2 3.43 522 1.88 1.7 60 - 9860 : ..:±6 - 26J'2J87 133[48 68 2.875 r 500 3.245 0-0.06 • 15 0.26 1 2 2 T 5.68 1.88 1.9 73.0 3450 14440 32 _5X L 98 144 1 48 0.9 3000 500 3.535 0-0.06 V 12 026 4.00 T 590 1.83 1.9 76 L3450 15730 0-16 22 _____ 102 1501 48 03 -- 3.500 500 4.800 0-0.06 2 022 450 7.00 1 1.88 2.9 82_4340 -------- o 18 ::- --i- -- H - - 4.000 500 6.300 1 -= x 21/4 101.6 3450 - 28035 t 0-1.6 16 127 _[ 191 48 1 -- 13 4 1 .500 isoo 7.950 0-0.13 . - . ,6. 2 - J 0.34 T2 x 234 5.80 4.1 143 3450 35380 .. 0-3.2 . _ 4 147 204 - 1 4.250 I 450 6380 0-0.13 0.35 I 555 7.79 j 54 I 3.7 U 108.0 100 3 3 2 iI 29 _2-12x70.0__141 _198 54 4J_ 4 - 5.000 450 1 8.820 F 0-0.13 0.25 6.13 9.43 2.13 55 0-=27O4_31cX 3975010-3.2 1264 21 156 240 54 Z5 -. 5563 450 10.935 0-0.131 V-18 1 0.27 2-Yx3/ 6.88 10.07 5.8 5.8 141.3 00 48660 31 2 23 175 256 54 2.6 2- 6x___________ - 133.0 3100 43325 0-3.2 I 24 - _166 _238 _54 2.7 1-0665 0-013 6.3 5.500 450 0.28 6.80 9.59 2.13 _ 152A 3100 56670 0- 3' 2 IS 187 266 48 2.8 6.000 450 I 12.735 0.21 738 10.48 1.88 I 6.2 : 2 - 5/. x 31/4d V. -6.625 450 ~2 3 "//4 + 525 ff13 1107 oT 1683 3100 1 69085 1 0-3.2 j j 18 203 281 54 3.2 Continued on page 3. 4 @4 Refer to notes on page 3. SIR Lem) 'ILI 11 IJ: www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICIAULIC COMPANY. 02007 VICTAULIC COMPANY. ALL RIGHTS RESERVED- PRINTED IN THE USA. ofS,05_2 REVi CARBOi SIEEL p.. cov cu PL, IN, cos 06.05 Ell STYLE 75 DIMENSIONS 6.250 450 13.800 0-0.13 0,24 2-16.82.576310491213i 6.8 59.mrn 159.0 3100 61405 0-3.2 - r' 20I ............ 3.1 1651inm 6.500 450 14.940 00.13 16 0.23 2YBX3/ 7.84 10.66: 2.06 7.2 165.1 3100 66483 03.2 . 19 199 271 52 3.3 8.000 450 22.635 2012 0.16 00.13 054' 0.16 2t4y • 9.72 13.332.31. 12.6 203.2 3100 100725 0-3.2 - 13 247 339 58 5.7 8 8.625 5 450 26.280 0-0.13 oso' 0.18 23,4 x 4i10.34 :13.97i 2.32 12.4 200 219.1 . 3100 116945 0-3.2 - 14 263 355 L 5.6 2540mm3 10.000 350 27500 0-013 0-43 015 2-7/x5½ 1216 1581 2.53 208 254.0 2400 122375 0-3.2 11 309 402 64 9.4 12.000 . 350 1 39.500 0-0.13 0.13 2-'/x5½ 14.16 17.69 : 2.53 23.6 3048rnm3 304.8 2400 175775 0-3.2 9 360 449 64 10.7 Working Pressure and End Load are total, from all internal and external loads, based on standard weight (ANSI) steel pipe, standard roll or Cut grooved in accordance with Victaulic specifIcations. Contact Victaulic for performance on other pipe. WARNING: FOR ONE TIME FIELD TEST ONLY, the Maximum Joint Working Pressure may be increased to 11/2 times the figures shown. f 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 1/2720-90mm; 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. lot On 12.11 1 Sh 11 W M.-m-ME, www.victaulic.com vlcTAuuc IS REGISTERED TRADEMARK OF vICTAULIC COMPANY. EI 2007 VICTALILIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. RE V.1 \/ctauhc 06.05. 3 r STYLE 75 WARRANTY Refer to the Warranty section of the current Price List or conta c t V i c t a u l i c f o r d e t a i l s . NOTE This product shall be manufactured by Victaulic or to Victaulic sp e c i f i c a t i o n s . A l ! products to be installed in accordance with current Victaulic insta l l a t i o n / a s s e m b l y instructions. Victaulic reserves the right to change product specifi c a t i o n s , d e s i g n s and standard equipment without notice and without incurring oblig a t i o n s . INSTALLATION Reference should always be made to the 1-100 Victaulic Field Installat i o n H a n d b o o k f o r t h e p r o d u c t you are installing. Handbooks are included with each shipment of Vi c t a u l i c p r o d u c t s f o r c o m p l e t e installation and assembly data, and are available in POE format on ou r w e b s i t e a t w w w . v i c t a u l i c . c o m . [1 I Ill II III Ill I Ill 11111111111111 liii 11111 I I Ill WCAS-6ZAQS8 For complete contact information, visit www.victaulic.com 06.05 1470 REV I UPDATED 7/2007 VICTAULIO IS A REGISTERED TRADEMARK OF VICTAULIC COMPAN Y . © 2 0 0 7 v l c T A u u c C O M P A N Y . A L L R I G H T S R E S E R V E D . P R I N T E D I N T H E U S A . ki t_au lid 06,05 SMITH - COOPER INTERNATIONAL Q Cast Iron Threaded Fittings us * ALL FITTINGS 100% AIR TESTED * ANSI B16.4 I.) * ISO 9002 MANUFACTURER * ASTM A126 LISTED * LISTED/APPROVED AT 300 PSI * ANSI B 1.20.1 ICast Iron 900 Elbow Figure 37E1 ICast Iron 45° Elbow APPROVED 37F Size A Wgtilbs. 11/2 1.26 0.40 1314 1.31 0.60 Ii 1.50 0.92 11-1/4 1.75 1.44 11-1/2 1.94 1.95 2 2.25 3.13 2-1/2 2.70 4.94 Cast Iron Reducing 900 Elbow Figure 37RE Size A B Wgt/Ibs. 1 x 1/2 1.36 1.26 0.67 1x3/4 1.45 1.38 0.76 1-114x 112 1.53 1.34 1.07 1-1/4x3/4 1.63 1.45 1.02 1-1/4x1 1.67 1 1.58 1.21 1-1/2x1/2 1.75 1 1.52 1.53 1-1/2x.3/4 1.75 1.52 1.55 1-1/2x1 1.80 1.65 1.44 1-1/2x1-1/4 1.88 1.82 1 1.74 2 x 1/2 1.97 1.60 2.22 2x3/4 1.97 1.60 2.20 2 x 1 2.02 1.73 2.08 2x1-1/2 2.16 2.02 2.59 Size I A I Wgtllbs. 1 1.26 0.83 1-1/4 1.29 1.33 11-1/2 1.44 1.79 Cast Iron Tee Figure 37T Size A Wgtllbs. 1/2 1.13 0.56 3/4 1.31 0.84 1 1.50 1.25 1-1/4 1.75 2.03 1-1/2 1.94 2.70 2 2.25 4.23 1 Cast Iron Hex Reducing Coupling Figure 37RC Size A Wgt/)bs. 1 x 112 1.69 0.54 1x3/4 1.69 0.63 2 x 1(not hex) 2.81 1.83 SMITH - COOPER INTERNATIONAL c® Cast Iron Threaded Fillings * ALL FIrlINGS 100% AIR TESTED *ANSI B16.4 * ISO 9002 MANUFACTURER * ASTM Al2 <E > LISTED * LISTED/APPROVED AT 300 PSI B 1.20.1 APPROVED Cast Iron Reducing Tee Figure 37RT1 _EJIE Size A B I C Wgt. I x 112x 1 1.50 1.36 1.50 1.08 1x314x1 1.50 1.45 1.50 1.13 I xi x 1/2 1.26 1.26 1.36 1.01 lxi x314 1.38 1.38 1.45 1.11 1-114x112x1-114 1.75 1.53 1.75 1.64 1-114x314x1-114 1.75 1.62 1.75 1.73 1-1/4x1x1/2 1.34 1.26 1 1.53 1.27 1-1/4 xix 314 1.45 1.38 1.63 1.36 1-1/4 x I x 1 1.58 1.50 1.69 1.53 1-114 x I x 1-114 1.75 1.69 1.75 1.79 1-114x1-114x112 1.34 1.34 1.53 1.47 1-114x1-1I4x314 1.45 1.45 1.62 1.57 1-1/4x1-114x1 1.58 1.58 1.67 1.73 1-1/2x112x1-114 1.81 1.56 1.88 1.93 1-112x1/2x1-112 1.94 1.66 1.94 2.14 1-112x314x1-114 1.94 1.66 1.88 1.11 1-112x314x1-112 1.94 1.75 1.94 2.18 1-1/2xlx1/2 1.441 1.251 1.69 1.75 1-1/2x1x314 1.50 1.441 1.75 1.70 1-112 x 1 x 1 1.65 1.50 1.80 1.72 1-1/2 x 1 x 1-114 1.82 1.67 1 1.88 2.08 1-1l2x1x1-1/2 1.94 2.29 1-112x1-1/4x112 1.41 1.66 1.67 1-1/2x 1-1/4x3/4 1.94r 1.45 1.52 1.75 1.79 1-112x1-1/4x1 1.65 1.80 1.97 1-1/2x1-1/4x1-1/4 1.82 1.88 2.28 1-112x1-114x1-1/2 1.94 1.88 1.94 2.50 1-1/2 x 1-1/2 x 1/2 1.41 1,41 1.66 1.84 Cast Iron Reducing Tee Con't Figure 37RT Size T B I C Wgt. 1-1/2x 1-112x3/4 1.52 1.521 1.75 11:. 1-1/2x1-1/2x1 1.65 1.65 1 1.80 2.13 1-112x1-1 /2 x1-1/4 1.8' 1.82 1.88 4 2 x I x 2 2.25 2.02 2.25 3.46 2 x 1-1/4 x 2 2.25 2.10 2.25 3.71 2 x 1-1/2 x 1/2 1.49 1.41 1.88 2.34 2x1-1/2x3/4 1.60 1.52 1.97 2.46 2x1-1/2x1 1.73 1.65 2.02 2.66 2x1-1/2x1-1/4 1.90 1.82 2.10 2.98 2x1-1/2x1-1/2 2.02 1.94 1 2.16 3.24 2x1-1/2x2 2.25 2.16 2.25 3.70 2 x 2 x .1/2 1.49 1.49 1.88 2.74 2x2x3!4 1.60 1.60 1.97 2.86 2 x 2 x 1 1.73 1.73 2.02 3.05 2 x 2 x 1-1/4 1.90 1.90 2.io 3.38 2 x 2 x 1-1/2 2.02 2.02 2.16 3.59 Cast Iron Bull Head Tee Figure 37BT -*---A -*- -. -'- 4----li Size A B C Wgt. 1 x 1 x 1-1/4 1.67 1.67 1.58 1.49 1-1/4x1x1-1/2 1.88 1.80 1.82 2.07 1-1/4x1-1/4x1-1/2 1.88 1.88 1.82 2.29 1-1/2 x 1-1/4 x 2 2.16 2.10 2.02 3.07 1-1/2 x 1-1/2 x 2 2.16 2.16 2.02 3.23 2 x 2 x 2-1/2 2.60 2.60 2.39 5.17 All Weights in Pounds Smith-Cooper International 1057 So. Vail Ave., Monteb e l l o , C A 9 0 6 4 0 Tel: (323) 890-4455, (800) 766-0076 Fax: (323) 890-44 5 6 w w w . s m i t h c o o p e r . c o m SMITH COOPER INTERNATIONAL. Ductile Iron Threaded Fittings c us * ALL FITTINGS 100% MR TESTED *ASE/ ANSI B16.3 * ISO 9002 MANUFACTURER * ASTM A536 LISTED * TJSTED/APPRO\TED AT 500 PSI * ASME/ ANSI B 1.20.1 T)nctilp Trnn 900 Elbow Ductile Iron Coupling FM APPROVED Ductile Iron Ke1ucm U' 11 DOW Figure 35RE Size A B I Wgt 314x 112 1.22 1.20 0.33 1x112 1.36 1.26 0.44 1 x314 1.45 1.38 0.53 1-114x1/2 1.53 1.3.4 0.64 1-1/4 x 3/4 1.6.3 1.45 0.75 1-1/4x1 1.67 1.58 0.77 1-1/2 x 112 1.7 1.52 05 1-112x314 1.75 1.52 0.95 1-1/2 xl 1.80 1.65 0.99 1-1/2x1-1/4 1.88 1.82 1.14 2x1/2 1.97 1.60 1.35 2x3/4 1.97 1.60 1.39 2x 1 2.02 1.73 1.58 2x1-1I4 2.10 1.90 1.62 2x1-1I2 2.16 2.02 1 1.67 2-112x1-1I2 2.51 2.161 2.32 2-112x2 I 2.60 2.39 1 3.01 fliifflp Ttm RTQ Sef 1Tri n-n Size Wt 1/2 1.88 0.47 Fi& 7tA 314 2.00 0.66 1 2i9 1.08 1-114 . 2.50 1.54 1-1/2 22 2 1 3.12 1 3.15 1'hi.-'f-i1 T-rrvn 'l'pp Fe 35T Size A I Wgt m 1/2 1.13 0.33 3/4 1.31 050 t. A 1-4 1.75 1.30 2-1/2 2.70 4.55 Figure 35CP Size I A Wgt A 11-1/4 1/2 1.38 0.18 3/4 1.63 0.26 1 1.75 0.44 2.00 0.54 1-1/2 2.19 0.71 2 2.62 1.15 2-1/2 3.00 2.29 ThwHlp Trnr Cio Figure 35C Size A Wgt 4 A ( 1 + 1/2 0.87 0.15 3/4 0.97 0.22 1 1.16 0.33 1-1/4 1.28 0.54 1-112 1.33 j068 2 6 2-1/2 1.45 1.70 0 Thicl-ile Irma TIec Raishirw Figure 35HB Size A Wgt LI A " 4 1 x 1/2 1.06 0.22 1x3/4 1.06 0.18 1-1/4 x I 1.19 0.31 1-1/2 x 1 1.25 0.53 1-1/2x1-1/4 1.25 0.35 2 x 1 1.38 075 2x1-1/4 1.38 0.69 2x1-1/2 1.38 0.62 Ductile Iron 45° Elbow Figure 35F 0.88 11/4 3/4 1.13 1/2 Size gt 0.98F O.22 1 1.29 1-1/2 1.44 0.93 2 1.69 1.55 2-1/21 1.95230 ThieHh lrnn Beam Clan-rnq [Ii Figure Size A I Wgt_ 0.31 3/8 0.75 1/2 0.75 1 0.54 <@> SMITH COOPER I N T RN AT I 0 N AL <@> Ductile Iron Threaded Fittings P, (L us * ALL FITTINGS 100% MR TESTED * ASME/ ANSI B16.3 * ISO 9002 MANUFACTURER * ASTM A536 LISTED <~> * LISTED/APPROVED AT 500 PSI * ASME/ ANSI B 120.1 APPROVED Ductile Iron Bull Head Tee Ducfile Iron Rediwin' Te Firrnr SRT Figure 35BT Size A (B C Wgt 3/4x314x1 1.45 1.45 1.37 0.68 1 x 1 x 1-1/4 1.67 1.67 1.58 0.97 1 x 1 x 1-1/2 1.80 1.80 1.65 1.14 1-1/4 x 1 x 1-1/2 1.88 1.80 1.82 1.43 1-114 x 1-1/4 x 1-1/2 1 1.88 1.88 1.82 1.52 1-114x1-114x2 2.10 2.10 1.90 2.00 1-1/2 x 1-114 x 2 2.16 2.10 2.02 1.94 1-112x1-112x2 2.16 2.16 2.02 2.00 2x2x2-1/2 I 2.60 2.60[ 3.67 Ductile Iron hex Reducing CouDline Figure 35RC Size •• wgt A 1 x 1/2 1.69 0.40 I x 3/4 1.69 0.38 1-114x314 2.06 0.53 2x1(nothex) 2.81 0.53 Ductile mm Cross &RedudnLy Cross Figure 35X Size A I B Wgt A 1 1.50 1.50 0.97 1-1/4 1.75 1.75 1.59 1-1/2 1.94 1.94 1.89 2 2.25 2.25 2.93 Figure 35RX Size A B W 1-1/4x1 1.67 1.58 1.25 1-112x1 1.80 1.65 1.48 2x I 2.02 .1.73 2.64 fli,-.Ii1ø Trnri P1iaoq Figure 355P Size 1/2 0.94 3/4 1.12 FO.2 1 1.25 1-1/4 1.37 1-1/2 1.44 0.70 2 t5000 Size 314 x 3/4 x 1/2 1.20 1.20 1.22 0.46 1 x 1/2 x 1 1.50 1.36 1.50 0.70 1 x 3/4 x 3/4 1.38 1.31 1.45 0.68 1 x 3/4 x 1 1.50 1.45 1.50 0.77 1 x 1 x 1/2 1.26 1.26 1.36 0.66 1 x 1 x 3/4 1.38 1.38 1.45 0.73 1-1/4x1/2x1-1/4 1.75 1.53 1.75 1.04 1-1/4 x 3/4 x 1-1/4 1.75 1.62 1.75 1.09 1-1/4 x I x 1/2 1.34 1.26 1.53 0.81 1-1/4x1x3/4 1.45 1.38 1.63 0.90 1-1/4 x 1 x 1 1.58 1.50 1.69 1.03 1-114x lx 1-1/4 1.75 1.69 1.75 1.10 1-1/4x1-1/4x1/2 1.34 1.34 1.53 0.87 1-1/4 x 1-1/4 x 3/4 1.45 1.45 1.62 0.96 1-1/4x 1-1!4x 1 1.58 1.58 1.67 1.10 1-1/2 x 1/2 x 1-114 TT T A.88 1.371 1-1/2x1/2x1-1/2 1.94 1.66 1.94 1.42 1-1/2x3/4x1-1/4 1.94 1.66 1.88 1.42 1-112x314x1-112 1.94 1.75 1.94 1.47 1-1/2x1x112 1.44 1.25 1.69 0.97 1-1/2x1x3/4 1.50 1.44 1.75 1.14 1-1/2xlx1 1.65 1.50 1.80 1.14 1-1/2 x 1 x 1-1/4 1.82 1.67 1.88 1.47 1-112 x x 1-1/2 1.94 1.80 1.94 1.52 1-1/2x1-1/4 x1/2 1.41 1.34 1.66 1.03 1-1/2x1-1/4x3/4 1.52 1.45 1.75 1.10 1-1/2 x 1-1/4 x 1 1.65 1.58 1.80 1.31 1-1/2 x 1-1/4 x 1-1/4 1.82 1.75 1.88 1.52 1-1/2 x 1-1/4 x 1-1/2 1.94 1.88 1.94 1.50 1-1/2x1-1/2x1/2 1.41 1.41 1.66 1.14 1-1/2 x 1-1/2 x 3/4 1.52 1.52 1.75 1.23 1-112x1-112x1 1.65 1.65 1.80 1.38 1-1/2 x 1-1/2 x 1-1/4 1.82 1.82 1.88 1.50 2 x 1 x 2 2.18 2x1-1/4x2 2.25 2.10 2.25 2.31 2x1-1/2x1/2 1.49 1.41 1.88 1.50 2x1-1/2x3/4 1.60 1.52 1.97 1.61 2x1-1/2x1 1.73 1.65 2.02 1.65 2x 1-1/2x 1-1/4 1.90 1.821 2.10 2.03 2 x 1-1/2 x 1-1/2 2.02 1.94 2.16 2.37 2 x 1-1/2 x 2 22b f 2.1b 2.2 2x2x1/2 1.491 1.49 1.88 1.50 2x2x3/4 1.60 1.60 1.97 1.67 2 x 2 x 1 1.73 1.73 2.02 1.91 2x2x1-1/4 1.90 1.90 2.10 2.05 2 x 2 x 1-1/2 2.02 2.02 2.16 2.11 I I /~ \taUkc® An 9001 certified company Styles 920 and 920N Mechanical'T® Bolted Branch Outlets PRODUCT DESCRIPTION Victaulic lvlechanical-T® 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 perma- nently. A pressure responsive gasket seals on the pipe O.D. cannot be mated to achieve a cross connection. Style 920 and Style 920N Mechanical-T outlets are available with grooved or female threaded outlet. Spec- ify choice on order. Units are supplied painted with plated bolts. Galvanized housings are available, supplied with plated bolts. All sizes of Style 920 and 920N are rated at 500 PSI (3450 kPa) working pressure on steel pipe. They may also be used on high density poly- ethylene or polybutylene (HDPE) pipe. Pressure rat- ings 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 Mechani- cal-T Styles 920 and 920N must be installed so that the main and branch connec- tions are a true 90° angle when permanently attached to the pipeline surface. Styles 920 and 920N Cross-type connections can be achieved by utilizing two upper housings of the same style and size, with the same or differing branch size con- nections. NOTE: Style 920 and Style 920N housings oty See chart on page 4 for pressure ratings. j Vi4-1 Housing/Coating: Ductile iron conforming to ASTM A-395, grade 65-45-15, and ASTM A- 536, grade 65-45-12, with orange enamel coating. O Optional: Hot dipped galva- nized Gasket: (Specify choice*) O 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 chemi- cal 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. U 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 tempera- ture range. Not recom- mended for hot water services over +1 50'F (+66°C) or for hot dry air over +140°F (+60°C). *Services listed are General Ser- vice Recommendations only. It should be noted that there are services for which these gaskets are not recommended. Refer- ence should always be made to the latest Victaulic Gasket Selection Guide for specific gas- ket service recommendations and for a listing of services which are not recommended. Bolts/Nuts: (Styles 920 and 920N) Heat treated carbon steel zinc plated to ASTM B-633, track-head conforming to physi- cal properties of ASTM A-183 minimum tensile 110,000 PSI (758340 kPa). Viclaulic® World Headquarters • P.O. Box 31 Easton, PA 18044-0031 • 4901 Kesslersville Rd., Easton, PA 18040 • 1-800-PICK VIC • FAX: 610/250-8817 • www.viclaulic.com 1490 Pen. E 11/00 ® Registered Trademark at Victaulic a copyright 1999 Vataulic Printed in U.S.A. 11 112-20 Max Dimensions - lnchesimiillrutte'e Aprx. SIZE Work. Hole Fern.- - - Wgt. Each Run X Branch Press. Dia. Thd. Grv. Fern. Nominal Inches Style PSI +0.13 I V V Atueimru No. LP z. -0.00 T" t # W V Z TM. Grv. 2 X '/2(a) °°"N 500 150 2.00 2.53 - 1.63 4.91 2.50 3.1 - 3< 203 3.1-5) Si 64 - 41 125 64 X 3/4 (a) 920 500 1.50 1.97 2.53 - 1.63 4.91 2.75 3.1 - -, - . 1111 s" 64 41 125 75 1.5 X 1(a) 920N 500 1.50 . 1.61 2.53 - 1.63 4.91 2.75 3.0 - 3<237 -411 25 70 1,4 - 3< 11/4 (a) t 500 1.75 2.04 2.75 3.00 1.63 4.91 3.00 3.5 3.2 920N 03 75 403 75 1,71.3 X 11/2 (a) t 500 1.75 2.03 2.75 3.12 1.63 4.91 3.25 3.6 3.2 920N 44.5 52 70 72 41 i 25 63 1.7 1,5 21h X ½ (a) 920k 500 1.50 2.21 2.74 - 1.82 5.14 2.75 3.0 - -'kr' . s.i 33 Os t$ 131 72 14 X 3/4 (a) 500 1.50 2.18 2.74 - 1.82 5.14 2.75 3.0 - 5< 262 920N 3'k 7'. - -' 131 0 4 - 3< 1(a) 920N 500 1.50 2.06 2.74 - 1.82 5.14 2.75 2.9 - '437 3< 71) - .131 131 70 1,4 - X 114 t (a) 500 1:75. 2.29 3.00 3.25 1.82 5.14 3.00 3.5 3.2 920N 63 LI 171 I x 11/2 t (a) 500 2.00 2.27 3.00 3.25 1.82 5.14 3.25 3.6 3.3 x ."k" 920.N ., , 74 83 45 131 53 .7 1,6 76,1 mm X ½(a) 300 1.50 2.22 2.75 - 2.25 6.50 3.18 3.9 - 3<23 920 22-oS 38'. 6-3 70 57 165 8i ,8 -- X 3/4 (a) 920 300 1.50 2.19 2.75 - 2.25 6.50 3.18 3.9 - Y 065 :81 (5 71) - 57 036 131 1,13 - X 1(a) 920 300 1.50 2.07 2.75 - 2.25 6.50 3.18 3.8 - X 33 4 2101--l- 52 0) - 57 1135 131 .7 - X 11/4 (a) t 500 2.00 2.69 3.50 3.50 2.25 6.28 3.63 4.4 - 3< 41 2,2 920 608 66 89 513 57 1642 22 2,0 - X 11/2 (a) 500 2.00 2.69 3.50 - 2.25 6.38 4.4 3< 48.3 920 53 59 - 57 ISO 2.0 3 X ½ (a) 920 N 500 1.50 2.53 3.06 - 2.29 5.75 - 69.23<21,3 151 64 78 - 88 146 T2.753.4 - X ~ (a) 920N 3450 500 1.50 2.50 3.06 - 2.29 5.75 3<25.? 38.1 64 78 -03 1(a) 920N 500 116 X 1.50 2.37 3.06 - 2.29 5.75 - 1< 33,4 315') 33.1 60 78 - 58 146 70 X 1¼(a) t 9 2ON 500 .2.54 3.25 3.56 2.29 5.75 3.00 3.8 3.7 3< 452 )4455T 6F, 73 14 u i.8 14 X 11/2 (a) t 20N 500 2.00 2.77 3.50 3.56 2.29 5.75 3.25 4.1 3.8 X452(b) 3480 503 70 89 20 58 143 83 1,9 1,13 X 2(a) 500 250 214 3.50 3.56 229 515 3.88 4 XSC.3 345') 62.5 70 59 90 58 145 99 2,3 2,1! 4 X ½(a) 920N 500 1.50 1 3,03 3,56 - 2.69 1 6.69 2.75 3.7 - 117 11.3<2171 33.1 77 90 58 1711 72 15 X Y4 (a) 920N 500 1.50 3.00 3.56 - 2.69 6.69 2.75 3.7 - 3<267 3°50 3311 76 00 - 65 X 1(a) 920N 500 1.50 2.88 3.56 - 2.69 6.69 2.75 3.6 - 3< .1)4 11 • 361 77 340 8-3 170 70 1.31 X 1¼(a)l' 500 --1' 3.07 3.78 4.00 2.69 6.69 3.00 4.0 3.6 >5 42215) 920N >: 44,5 76 46 12-2 l7u 75 X 11/2 (8) t 500 2.00 3.28 4.00 4.00 2.69 6.69 3.25 4.2 3.9 X 920N )'k'i 51'I'r 133 102 07 60 170 4-3 2,34 10 X 2(a) t 920N 500 2.50 3.24 4.00 4.00 2.69 669 3.88 5.0 4.6 3< 60.3 .3430- 635 82 102 02 65 170 99 2,3 2,1 X 21/2 (a) t 500 2.75 3.06 4.00 4.00 2.69 7.25 4.63 5.8 5.0 73,10 920 154 115 2,6 21.3 3<76,1mm 500 920 2.75 - - 4.00 2.69 7.25 4.63 - 6.4 58 laA i1q 1 - 2.9 3< 3(a) ' 92. 500 3.50 3.50 4.50 4.13 2.69 7.25 5.25 8.4 6.4 3<54,11 ASS 115 It ,164 S' 56 138.3,5 254 108,0 mm X 11/4 (a) 920N 500 1.75 3.06 3.78 - 2.63 7.25 3.13 5.0 - .3< 55.2 3457 045 75 9° - 67 184 40 2,3 X 11/2 (a) 920N 500 2.00 3.28 4.00 - 2.63 7.25 3.38 5.0 - 3<42,0 )4.7 033. 43 ('2 - ,37 434 60 23 X 2 (a) 920N 500 2.50 3.24 4.00 - 2.63 7.25 4.00 5.6 - 4< 503 '458"3'° 32 102 07 184 22 271 X 2'/ (a) 90 500 2.75 3.06 4.00 - 2.63 7.25 4.41 5.6 - ,11 X 3(a) 920 500 1 3.50 - - 1 4.00 2.63 7.25 5.00 - 6.5 3< -3.0 Table continued on page 3. See notes on page 3 DIMENSIONS Styles 920 & 920N Y Z (e_A14 Styles 920 and 920N w!Grooved Outlet _Y_ Fr__ Z T C~~__L V Ff: A-1 Styles 920 and 920M wJFemale Threaded Outlet NOTE: Style 920 and Style 920N hous- ings Cannot be mated to achieve cross connections. r''7OT03321 These new size Style 920N VJ'ko-- products require a differ- .ijQLE SIZE I ant hole size than the Style L..............s7.J 920 it replaces, for proper installation, Use caution to assure the proper size hots is prepared for the specific size and style used. Failure to use the proper hole size could result in joint leakage and property damage. I I I I I I I 11.02-2 NOTE: Style 920 and Style 920W hous- ings cannot be mated to achieve cross connections. These new size Style 920W products require a differ- HOLEr$IZE ent hole size than the Style 920 it replaces, for proper installation. Use caution to assure the proper size hole is prepared for the specific size and style used. Failure to use the proper hole size could result in joint leakage and property damage. NOTES "Center of run to engaged pipe end, female threaded outlet only (Dimen- sions approximate). t Available with grooved or female threaded outlet. Specify choice on order. Center of run to end of fitting. 4 Female threaded outlets are avail- able to NPT and BSPT specifica- tions. British Standard female pipe threaded outlet is available as listed. Specify 'BSPT" 'clearly on order. For 76,1 mm threaded outlet, specify 21/2' BSPT clearly on order. VF T i:~, N 4 Styles 920 and 920W w/Female Threaded Outlet n02.20 Max. Dimensions - lncheslwitiineter- - Aprx. Hole Fern. SIZE Work. Wgt. Each Run X Branch Press. Dia. Thd. Grv. Lbs.i?. r. Fern. I Nominal Inches Style PSI +0.13 V V Acluaf met No. kP -0.00 T ** W Y Z Thd. GtV. 5 X 11/2 (a) -t 500 2.00 4.06 4.75 4.75 3.25 8.38 3.75 7.4 7.6 920 23 5-5 54 2- X 2 (a) t 500 2.50 4.06 4.75 4.75 3.25 8.38 4.38 8.2 8.0 Y 920 11-IS) 55.5 933121 121 83 213 'ill 37 158 X 21/2 (a) l 500 2.75 3.81 4.75 4.75 3.25 8.38 4.63 8.3 7.9 90 34((1 399 97 121 Si 83 213 itS 33 2.3 500 2.75 3.81 4.75 - 3.25 8.38 5.38 - - - X 76,1 mm (a)(b) 920 4'(18 0 - 37 - X 3(a) I- x . 920 500 3.50 4.00 5.00 4.63 3.25 8.38 5.38 8.4 8.8 :351'; 2 53 25 13? 53) 415 139,7 mm X 1½t 500 2.00 4.06 4.75 - 3.25 8,38 3.75 7.4 - 920 3.5) 572 02 - 33 255 95 2.4 X 2 t 920 500 2.50 4.06 4.75 - 3.25 8.38 4.38 8.3 - 145(1 '(3 ( "'' 213 1(1 37 X 76,1 mm (a)(b) 920 3 500 3.50 - .. - .. .63 4 5 3.25 8.38 5.38 137 - - 8.8 47 C.. 213 40 X 3 920 500 1 3.50 - - 4.63 3.25 8.38 5.38 - 8.8 x - ;117 6 X 31/4 500 "1' 75 .:: 5 - 5.13 3.79 9.13 3.25 - 4.8 I_s .,20N , 2 X 11/2 (a) t 920W 500 2.00 4.40 5.13 5.13 3.79 9.13 3.25 5.4 5.1 >5 467I 342 595 11'? 1:2) 312 237 33 2,4 1Sf X 2(a) 1 920W 500 2.50 4.37 5.13 1 5.13 3.79 9.13 3.88 6.0 5.6 >55.193 . 11? '4')j1'9 0c 352 519 2.7 2.5. X 21/2 (a) t 920 500 2.75 4.19 5.13 5.13 3.69 9.38 4.63 8.3 7.6 >5 73 345(1 499 913 131) 34 238 118 3$ 3.4 X 76,1 mm(a)(b) 920 500 2.75 - - - - 5.21 3.69 9.38 5.38 - 8.4 132 5.1 238 137 X 3 (a) t 500 3.50 4.50 5.50 5.13 3.69 9.38 5.38 9.9 8.4 920 1189 114 ILO 133 9.5 238 137 45 3,8 X 4(a) t 920 500 4.50 4.50 5.75 5.38 3.69 9.38 6.25 10.1 10.1 X 1. 43 2450 114.3 114 44 137 94 234 139 4$ 4,3 159,0 mm X 11/2(a) 920W 500 2.00 4.41 5.13 - 3.63 9.25 3.38 7.8 86 - >5411.3 '450 50.6 12133 - 92 235 X 2(a) 90M 500 2.50 4.37 5.13 - - 3.63 9.25 4.00 8.0 - X sos 3450 535 ill 30 92 235 1512 3.6 X 21/2 (a) 20 500 2.75 4.56 5.50 - -. 3.63 9.25 4.75 8.6 - - >5730 3450 80.9 111 42 92 235 121 3,9 500 4.50 - - 5.38 3.63 9.25 6.25 - 10.0 8450. 114.3 1 - 137 32235 159 - 45 500 2.00 4.44 5.13 5.13 3.69 9.38 3.75 7.9 6.9 3450 82.3 115 1$) 13(1 04 236053,6. 3.1 500 2.50 4.44 5.13 5.13 3.63 9.38 4.38 8.0 7.0 34511 48 2) 112 950 131) 112 2313 111 3.3 3,2 500 2.75 4.19 5.13 5.13 3.69 9.38 4.63 8.6 7.6 3450 59,5' 10.6 138 130 '24 263 118 3.9 3.4 500 2.75 4.08 5.13 5.21 3.69 9.38 5.38 8.6 7.6 l451'l 499 1114 532 13;? 94 283 '1.17 59. 3,3 500 3.50 4.50 5.50 5.13 3.69 9.38 5.38 10.2 8.4 345) 952 154 C'I 5) 83 238 5117 43 33 500 4.50 4.50 5.75 5.38 3.63 9.38 6.25 10.5 8.4 34 2)1 154.8 11 '(L5j 137 53 2)33 15(1 43 '55 500 2.75 5.19 6.25 - - 488 12.00 4.50 11.6 - 3450 30.2' 1.32 159 124 305 '114 6,3 - 500 2.75 5.19 6.25 6.25 4.88 12.25 4.50 11.6 11.6 699 17,2152 13-5 12.5 511 112. 371 53 500 2.75 5.19 6.25 - - 4.88 12.00 5.38 - - - - 345.) 599 132 152' 124 535 137 500 3.50 5.50 6.50 6.25 4.88 12.00 5.38 12.6 11.6 548.5 58.9 1-5) 187 12.5 3253 12II 55,7 5571 500 4.50 1 5.31 6.75 1 6.38 4.88 12.001 6.25 15.3 12.5 5450 1143 85 17 IllS 2 305. 153 99 57 I DIMENSI ONS I Styles 920 & 920N Y Z Styles 920 and 920W w/Grooved Outlet X 41/4 >5 I "I 3. 01 920 165,1 mm X 1½(a) X 462) 920 >5 920 X 21/2 t 920 920 X 76,1 mm (a)(b) X 3(a)t 920 Y, Y 920 5'2>5553 - -;; 920 X 76,1 mm (a)(b) X3(a)t 920 X 4(a)t 920 See notes below 11.02-3 FLOW DATA Flow test data has shown that the total head loss between point® and® for the Style 920, 900N and 929 Mechanical-T® 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. 11.02 3A OUTLET SIZE Nominal Inches Actual mm Equivalent Length FeetIrsrv.r of Pipe Grooved Female Threaded ½ - 2.0 9.6 1¼ 5.5 6.0 1½ 45.7 7.0 31 8.0 2,4 9.0 10.5 21/2 730 11.0 3d 12.5 3 252 13.5 4.1 15.5 4.7 14 S 20.0 22.0 C, Values Values for flow of water at +60°F (+16°C) are shown in the table at right. Formulas for C, Values: Q2 AP = c,2 Q = Where: Q= Flow (GPM) -AP = Pressure Drop (PSI) Flow Coefficient SIZE SIZE SIZE Nominal Inches C, Nominal Inches C, Nominal Inches C, Actuaf mm Values Actual mm Values Actual mm Values ½ 17 1¼ 32-1 45 2½ 135 212 3/4 1½ 3 259 21 4.35 60 200 3.37 25 100 114.3 400 APPROVED 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. T RUN SIZE Rated Working Pressures Nominal Inches Pipe PSllkpa UL ULC FM Actual mm Schedule 2½-6 400 400 400 1040 27S5 2752 2755 2½-4 300 300 300 771. ii4.3 OF 2ta5 21/2 -4 SF 300 300 300 132- 1144 'ru I cu: ru rerers to Listeulapprovect ucfleoule 11.1 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 compan y . SF refers to Listed/Approved Super-Fló steel sprinkler pipe manufactured by Allied Tube and c o n d u i t c o r p o r a t i o n . [1 This product shall be rrrenulaclured by Vicraulic company. All products shall be installed in ac c o r d a n c e w i t h c u r r e n t V i c t a u l i c i n s t a l l a t i o n / a s s e m b l y i n s t r u c t i o n s . Viclaulic resersus the right to change product specifications, designs and standard equip m e n t w i t h o u t n o t i c e a n d w i t h o u t i n c u r r i n g o b l i g a t i o n s . I 11.02-4 Fig. 4A - Pipe Clamp for Sway Bracing Size Range - 4" thru 8" pipe. For sizes smaller than 4" use TOLCO®. Fig. 4. Material - Carbon Steel Function - For bracing pipe against sway and seismic disturbance. Approvals - Underwriters' Laboratories Listed in the USA (UL) and Canada (cUL) 4" thru 8". Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (0 S H P D) Installation Instructions - The Fig. 4A is the 'braced pipe" attachment component of a longitudinal, lateral or riser brace assembly. It is intended to be combined with the "bracing pipe" and TOLCO transitional and structural attachment component(s) to form a complete bracing assembly. NFPA 13 and/or OSHPD guidelines should be followed. To Install - Place the Fig. 4A over the pipe to be braced. Attach TOLCO transitional fitting, either Fig. 980, 910 or 909, to the clamp ears. Tighten bolts and nuts; torque requirement is a minimum of 50 ft. lbs. Transitional fit- ting attachment can pivot for adjustment to proper brace angle. Finish - Plain Note - Available in Electro-Galvanized and HDG finish or Stainless Steel materials. Order By - Figure number, pipe size and finish Component of State of California OSHPD Approved s us.n Seismic Restraints System Pt Fig. 4A - Longitudinal Brace Fig. 4A - Lateral Brace TOLCO® brand bracing components are desgined to be compatible ONLY with other TOLCO® brand bracing components, resulting in a Listed I 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 JI 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. Dimensions -Weights Pipe Max. Horizontal Approx. Sizes A B C D Bolt Size Design Load Wt.1100 I 4 81/2 9/16 3/8 31Vie • 112 2015 221 5 93/4 9/16 3/8 43/a 1/2 2015 253 6 11½ 5/8 5 51/e 1/2 2015 513 8 131/4 3/4 6Ae 61/s 1/2 2015 601 OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92079 • PH: 951.737.5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.786.5266 www.tolco.com Fig. 4L US LISTED Longitudinal "In-Line" Sway Brace Attachment Size Range - 2" through 8" IFS. Material - Carbon Steel Function - For bracing pipe against sway and seismic disturbance. Approvals - Underwriter's Laboratories Listed in the USA (UL) and Canada (cUL) 2" - 8". Approved by Factory Mutual Engineering (FM), 2' - 8° pipe. Installation Instructions - The Fig. 4L is the 'braced pipe" attachment component of a longitudinal sway brace assembly. It is intended to be combined with the "bracing pipe' and TOLCO structural attachment component to form a complete bracing assembly. NFPA 13 and/or OSHPD guidelines should be followed. To Install - Place the Fig. 4L over the pipe to be braced and tighten bolts. Then engage "bracing pipe" into jaw opening and tighten set bolt until hex head snaps off. Jaw attachment can pivot for adjustment to proper brace angle. Finish - Plain Note - Available in Electro-Galvanized and HDG finish. Order By - Figure number, pipe size and finish. / /1 -- -- 11— I fl Dimensions eWeights - I Max. Rec. *Max Rec. I / Sizes A C D Load Lbs. Load Lbs. Approx. ize (cULus I (FM WtJ100 A, Li I " \ 21h 6A6 21h 2/4 1/2 2015 3000 253 3 7 23/4 31/1s 1/2 2015 1550 268 4 81/2 33/8 3Y16 1/2 2015 1550 348 5 93/4 37/8 43/8 1/2 2015 1450 380 c 111/,, ,:: Iz1I.. 1/')oni a 1W.) 01+ULongitudinal Brace 8 131/4 611/16 61/8 1/2 2015 1450 728 * Load shown is allowable with brace installed, between 300 - 90°. No reduction of load based on brace angle is required. FM approved when used with 1", 11/4", 11/2" or 2" Sch. 40 brace pipe. 4-Way Riser Brace (Plan view) ' TOLCO® brand bracing components are designed to be compatible ONLY with other TOLCO® brand bracing components, resulting in a Listed seismic bracing assembly. DISCLAIMER - NIBCO does NOT warrant against the failure of TOLCO® brand bracing components, in the instance that such TOLCO® brand bracing components are used in combination with products, parts or systems which are not manufactured or sold under the TOLCO® brand. NIBCO shall NOT be liable under any circumstance for any direct or indirect, incidental or consequemial 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. OFFICEJMANIJFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92873 • PH: 9517375599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.7885266 1 www.tolco.com Fig. 69 - Beam Clamp Retaining Strap Size Range - 3/8' thru 7/8 rod by 4 thru 16' length.* Material - Pre-Galvanized Steel Function - To offer more secure fastening of various types of beam clamps to beam where danger of movement might be expected. NFPA 13 requires the use of retaining straps With all beam clamps installed in earthquake areas. Satisfies requirements of NFPA 13 (1999) 6-4.7.1. Important Note - Good installation practice of a retaining strap requires that the strap be held tightly and securely to all component parts of the assembly. Therefore a locking mech- anism of some kind such as a hex nut or the beveled locking slot on the TOLCO® Fig. 69R will provide a more secure reliable installation. Approvals - Underwriters' Laboratories listed in the USA (UL) and Canada (cUL). Approved for use with any listed beam clamp. Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relat- ing to OSHPD proiects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Finish -Pre-Galvanized Order By - Figure number, type, length "B" and rod size being used with beam clamp Note - Minimum return on Strap: 1". Dimensions Type Rod Size A Hole Size 1 3/8 7/16 Specify 1/2 9/16 Specify 2 5/8 11/16 Specify 3/4 13/16 Specify 3 3/8 -7/8 Specify Specify * Longer lengths are available, consult factory. Component, of State of California OSHPD Approved Seismic Restraints System OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 9517375599 • FAX: 951737.0330 S CUSTOMER SERVICE • 800.786.5266 www.lolco.com Component of State of California OSHPD Approved Seismic Restraints System .-- FIG. 98 Size Range - Secures 3/8" thru 7/8 rod in 1 "increments Material - Carbon Steel Maximum Temperature - 750°F Finish - Plain Note - Available in Electro-Galvanized and HDG finish;or Stainless Steel materials. Order By - Figure number, rod diameter, rod length and finish Dimensions 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 Plannina and Development (OSHPD) For additional load, spacing and placement information relatino to OSHPD oroiects, nlease refer to the TOLCO Seismic Restraint Systems Guidelines Finish - Electro Galvanized Note - Available in HDG finish or Stainless Steel materials. Order By By - Figure number . r II liii Ill L.VJ HO UJ FIG. 98B Fig. 99 — All Thread Rod Cut to Length Size Range - Secures 318° thru 11,/2" rod in 10' lengths Material - Carbon Steel Maximum Temperature - 750°F Finish Plain Note - Available in Electro-Galvanized and HOG finish or Stainless Steel materials. Order By - Figure number, rod diameter and finish in 100- All Thread Rod Full Lcnnth 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 1½ 13800 510 OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.7375599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800 786.5266 www.tolco.com 1' component of State of California OSHPD Approved Seismic Restraints System '44- N - . Fig. 800 - Adjustable Sway Brace Attachment to Steel COU1111111 Size Range - 4' thru 18" beam width Material - Carbon Steel Function - Seismic brace attachment to steel. Features - This products design incorporates a concentric attachment point which is critical to the performance of structural seismic connections. NFPA 13 indicates the importance of concentric loading of connections and fasteners. Permits secure connection to steel where drilling and/or welding of brace connection could present structural issues. Installation Instructions - The Fig. 800 is the structural attachment com- ponent of a longitudinal or lateral sway brace assembly. It is intended to be combined with a TOLCO transitional attachment, bracing pipe and a TOLCO "braced pipe attachment to form a complete bracing assembly. NFPA 13 and/or OSHPD guidelines should be followed. To Install - Place the Fig. 800 on the steel beam, tighten the cone point set bolts on flange until bolt heads break off. Tighten hex head bolts into clamp body until lock washers are fully flat. Attach other TOLCO tran- sitional attachment fitting, Fig. 909, 910, 980 or 986. Transitional fitting 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. Finish - Plain Note - Available in Electro-Galvanized and HDG finish. Order By - Figure number, type number and size number. Dimensions • Weights Max. Design Loads/Lbs. (clJLus) Fits Beam Along Across Size Range (In.) Beam Beam 1 4-6 1265 2015 2 6-8 1265 2015 3 8-10 1265 2015 4 10-12 1265 2015 5 12-14 1265 2015 6 14-16 1265 2015 7 16-18 1265 2015 "Max. Design Loads/Lbs. (FM) Along Across Beam Beam 2800 2800 2800 2800 2800 2800 2800 2800 2800 2800 2800 2800 2800 2800 Dimensions Weights Max. Design Loads/Lbs. (cULus) "Max. Design Loads/Lbs. (FM) Flange Thickness Along Across Along Across Type Max. (In.) Beam Beam Beam Beam 1 3/4 1265 2015 2800 2800 2 11/4 1265 2015 2800 2800 * Load shown is allowable with brace installed, between 30" - 90". No reduction of load based on brace angle is required. TOLCO® brand bracing components are desgined to be compatible QiUi with other TOLCO® brand bracing components, resulting in a Listed seismic bracing assembly. DISCLAIMER - NISCO 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 manLfsctured 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 02679 • PH: 051.737.5599 • FAX: 951737.0330 CUSTOMER SERVICE • 000.786.5266 www.7s1c0.com Fig. 980 - Universal Swivel Sway Brace Attachment C®US USTEIt 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 Function - Multi-functional attachment to structure or braced pipe fitting. Features This product's design incorporates a concen- tric attachment opening which is critical to the performance of structural seismic connections. NFPA 13 (2002) Figure 9.3.5.9.1 indicates clearly that fastener table load values are based only on concentric loading. Mounts to any surface angle. Break off bolt head assures verification of proper installation. Installation - The Fig.980 is the structural or transitional attachment component of a longitudinal or lateral sway brace assembly. it is intended to be combined with the bracing pipe and TOLCO braced pipe attachment, Fig. 1000, 1001, 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 47,441,730 Lateral Brace Dimensions 'Weights Max. Design **Max. Design Approx. A B Load Lbs. Load Lbs. Wt./-100 (cULus) (FM) 51/4 17/8 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 30° - 90° No reduction of load based on brace angle is required. 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 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 un d e r the TOLCO® brand. NlBco shall NIQI be liable under any circumstance for any direct or indirect, incidental or consequential dama g e s o f a n y kind, including but not limited to loss of business or profit, where non-TOLCO brand bracing components have been, or a r e u s e d . OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. CORONA, CA 52879 • Pit: 951.737.5599 • FA(: 951.737.0330 CUSTOMER SERVICE • 808.786.5266 www.iolco.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 IPS. * 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 10 thru 4' pipe size - 2015 lbs. 6" size - 1265 lbs. FM Approved Design Loads* 1" - 2h/2' - 600 lbs. 3" - 4" -700 lbs. I -TOLCOO brand bracing components are desgined to be compatible QRLI with other TOLCOa 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. NISCO 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. OFFICEIMANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.737.5599 • FAX 951.737.0330 CUSTOMER SERVICE • 800.786.5266 www.tolco.com Im Job Name Contractor Job Location Approval Engineer Approval Series 709DCDA Double Check Detector Assemblies Sizes: 3" - 10" (80 - 250mm) Series 709DCDA Double Check Detector Assemblies are designed exclusively for use in accordance with water authori- ty containment requirements. It is mandatory to prevent the reverse flow of fire protection system substances, i.e. glycerin wetting agents, stagnant water and water of non-potable qual- ity from being pumped or siphoned into the potable water line. Benefits: Detects leaks . . . with emphasis on the cost of unac- countable water; incorporates a meter which allows the water utility to: detect leaks underground that historically create great annual cost due to waste. provide a detection point for unauthorized use. It can help locate illegal taps. Modular check design concept facilitates maintenance arid assembly access. All sizes are standardly equipped with resilient seated OSY shutoff valves, 5/9' x ¼' (16 x 19mm) meter and ball type test cocks. Features Body construction fused epoxy coated cast iron Replaceable bronze, seats Maximum flow at low pressure drop Compact for economy combined with performance Design simplicity for easy maintenance Furnished with /e" x 3/4' (16 x 19mm) bronze meter No special tools required for servicing Specifications A Double Check Detector Assembly shall be installed on fire protection systems when connected to a potable water sup- ply. Degree of hazard present is determined by the local authority having jurisdiction. The unit shall be a complete assembly including UL listed resilient seated OSY shutoff valves and test cocks. The unit shall be ULJFM approved with ULJFM approved OSY shutoff valves. The auxiliary line shall consist of an approved bacicflow preventer and water meter. The assembly shall meet the basic requirements of ASSE 1048; AWVVA Std. C510 for Double Check Valves. Approved by the Foundation for Cross-Connection Control and Hydraulic Research at the University of Southern California. Assembly shall be a Watts Regulator Company Series 709DCDA. Contractors P.O. No. Representative 7O9OCDAOSY Check A Mm t Cock Cover Seat Disc Check Assembly Module Features a modular design concept which facilitates complete maintenance and assembly by retaning the spring load. First and second check valve spring modules are not inter- changeable. NñwAvaiIáhIe WattsBox InsuIcfted EnëJbsue's. For more nformEtib r'd 'fTlifërthiESWB. IMPORTANT INQUIRE WITH GOVERNING AUTHORITIES FOR LOCAL INSTALLATION REQUIREMENTS I Watts product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise measurements, please contact Watts Technical Service. Watts reserves the right to change or modify product design, construction, specifications, or materials with- out prior notice and without incurring any obligation to make such changes and modifications on Watts products previously or subsequently sold. Materials Body: Epoxy coated cast iron Seat: Bronze Disc Holder: Bronze Trim: Stainless steel Check Valve Discs: Rubber Test Cocks: Bronze Models Suffix: OSY - UL/FM outside stem and yoke resilient seated gate valves CFM - cubic feet per minute meter GPM - gallons per minute meter LF - 4" - 10" (100 - 250mm) without shutoff valves Pressure - Temperature Temperature Range: 33F - 110F (5 - 43CC) continuous, 1 40F (60'C) intermittent Maximum Working Pressure: 1 75psi (12.06 bar) Standards A\MNA Standard C510 Approvals . c®r co us Approved 13.64 1048 Approved by the foundation for Cross-Connection Control and Hydraulic Research at the University of Southern California. Sizes 4" - 10' (100 - 250mm) approved for horizontal and vertical flow up". Size 3" (76mm) approved for horizontal only. Factory Mutual approved 4" - 10' vertical 'flow up". Dimensions -Weights --------A -------------------------------------------------- I D mm in. mm in.Em in. I mm in. mm w,SYf gates lbs. kgS. m in.A mm in. mm n. mm 3 80 40 1016 18Ia 479 31/2 89 12 305 24 610 14 356 3 76 14 356 190 86 4 100 52 1321 22/4 578 33/4 95 17 432 34 864 15 381 6 152 14 356 403 183 6 150 62½ 1588 301/8 765 41/2 114 21 533 41½ 1054 16 406 7½ 191 16 406 727 330 8 200 75 1905 373,4 959 51/2 140 26 660 1 52 1321 17 432 9 229 21 533 1327 602 10 250 90 2286 1 451/4 1162 I 6½ 165 32 813 64 1626 1 18 457 1 101/4 260 25 635 2093 949 * Service clearance for check assembly from center. tUUFM approved backflow preventers must include UL/FM approved OSY. Capacity *Typical maximum system flow rate (7.5 ft/Sec.) ""UL rated flow (80mm) kPa psi 69 10L 41 6_ AMMI 2 - 14 2 I 0 0l I o 100 200 300 400 9pm 0 360 760 1140 1620 1pm 5 7.5 15 fps 1.5 2.3 4.6 mps Flow (100mm) ld'apsi * ** 0. 96 1 2 2 69 1 " 41 U, 2 0. 14 0 100 200 300 400 500 600 gpm 0 300 260 1140 1520 1900 2280 1pm 5 7.5 15 tPS 1.5 2.3 4.6 mps Flow 6" (150mm) - MINIM MIMI MEN WA 2~9 NOW aUI ._MMMII ___ ME I ;rs 8" (200mm) sPa psi * ** 98 14 69 10 2 = 'a 41 ± 14 2.1 # 0 0 400 800 1200 3800 2000 40 gpm 0 1520 3040 458 6080 7600 15000 1pm 5 7.5 15 ps 1.5 2.3 4.6 mps Row TI!ONE aai UU _III 1111111111IMME T•I IwFM a Elm IMMON ui• 1 • ri • a.i UU • For Technical Assistance Call Your Authorized Watts Agent. Telephone Id Fax 4 HE.uDOUARTERS: Watts Regulator Company 815 Chestnut St., North Andover, MA 01845-6098 U.S.A. 978 688-1811 978 794-1848 Edwards, Platt & Deely, Inc. 271 Royal Ave., Hawthorne, NJ 07506 973 427-2898 973 427-4246 IVA Edwards, Platt & Deely, Inc. 368 Wyandanch Ave., North Babylon, NY 11703 631253-0600 631253-0303 W. P. Haney Co., Inc. 51 Norfolk Ave., South Easton, MA 02375 508 238-2030 508 238-8353 J. B. O'Connor Company, Inc. P.O. Box 12927, Pittsburgh, PA 15241 724 745-5300 724 745-7420 RMI Glenfield Bus. Ctr., 2535 Mechanicsville Tpk., Richmond, VA 23223 804 643-7355 804 643-7380 The Joyce Agency, Inc. 8442 Alban Rd., Springfield, VA 22150 703 866-3111 703 866-2332 Vernon Bitzer Associates, Inc. 980 Thomas Drive, Warminster, PA 18974 215 443-7500 215 443-7573 WMS Sales, Inc. (Main office) 9580 County Rd., Clarence Center, NY 14032 716 741-9575 716 741-4810 Billingsley & Associates, Inc. 2728 Crestview Ave., Kenner, LA 70062-4829 504 602-8100 504 602-8106 Billingsley & Associates, Inc. 478 Cheyenne Lane, Madison, MS 39110 601856-7565 601856-8390 Francisco J. Ortiz & Co., Inc. Charlyn Industrial Pk., Road 190 KM1.9 - Lot #8, Carolina, Puerto Rico 00983 787 769-0085 787 750-5120 Mid-America Marketing, Inc. 203 Industrial Drive, Birmingham, AL 35211 205 879-3469 205 870-5027 Mid-America Marketing, Inc. 1364 Foster Avenue, Nashville, TN 37210 615 259-9944 615 259-5111 Mid-America Marketing, Inc. 5466 Old Hwy. 78, Memphis, TN 38118 901795-0045 901795-0394 Smith & Stevenson Co., Inc. 4935 Chastain Ave., Charlotte, NC 28217 704 525-3388 704 525-6749 Harry Warren, Inc. 1243 West Colonial Dr., Orlando, FL 32804 407 841-9237 407 841-9246 Watts Georgia 2861-B Bankers Industrial Drive, Atlanta, GA 30360 770 209-3310 770 447-4583 Aspinall Associates, Inc. 6840 Hillsdale Court, Indianapolis, IN 46250 317 849-5757 317 845-7967 Dave Watson Associates 1325 West Beecher, Adrian, MI 49221 517 263-8988 517 263-2328 Disney McLane & Associates 428 McGregor Ave., Cincinnati, OH 45206 800 542-1682 877 476-1682 BWA Company 17610 S. Waterloo Rd., Cleveland, OH 44119 216 486-1010 216 486-2860 Mid-Continent Marketing Services Ltd. 1724 Armitage Ct., Addison, IL 60101 630 953-1211 630 953-1067 Soderholm & Associates, Inc. 7150 143rd Ave. NW., Anoka, MN 55303 763 427-9635 763 427-5665 Stickler & Associates 333 North 121 St, Milwaukee, WI 53226 414 771-0400 414 771-3607 Hugh M. Cunningham, Inc. 13755 Benchmark, Dallas, TX 75234 972 888-3808 972 888-3838 Mack McClain & Associates 11132 South Towne Square, Suite 202, St Louis, MO 63123 314 894-8188 314 894-8388 Mack McClain & Associates, Inc. 1450 NE 69th Place, Ste. 56 Ankeny, IA 50021 515 288-0184 515 288-5049 Mack McClain & Associates, Inc. 15090 West 116th St., Olathe, KS 66062 913 339-6677 913 339-9518 OK! Sales, Inc. 2200 Blue Creek Dr., Norman, OK 73026 405 360-6161 405 360-0092 Phoenix Marketing, Ltd. 2416 Candelaria N.E., Albuquerque, NM 87107 505 883-7100 505 883-7101 Delco Sales, Inc. 1930 Raymer Ave., Fullerton, CA 92833 714 888-2444 714 888-2448 Delco Sales, Inc. 111 Sand Island Access Rd., Unit 1-10, Honolulu, HI 96819 808 842-7900 808 842-9625 Fanning & Associates, Inc. 6765 Franklin St., Denver, CO 80229-7111 303 289-4191 303 286-9069 Hollabaugh Brothers & Associates 6915 South 194th St., Kent, WA 98032 253 867-5040 253 867-5055 Hollabaugh Brothers & Associates 3028 S.E. 17th Ave., Portland, OR 97202 503 238-0313 503 235-2824 P1 R Sales, Inc. 3050 North San Marcos Place, Chandler, AZ 85225 480 892-6000 480 892-6096 Preferred Sales 31177 Wiegman Road, Hayward, CA 94544 510 487-9755 510 476-1595 R. E Fitzpatrick Sales, Inc. 4109 West Nike Dr. (8250 South), West Jordan, UT 84088 801282-0700 801282-0600 Watts Industries (Canada) Inc. I Watts Regulator Co. Division) 5435 North Service Road, Burlington, Ontario L7L 5H7 905 332-4090 905 332-7068 Con-Cur West Marketing, Inc. 71 B Clipper Street, Coquitlam, British Columbia V3K 6X2 604 540-5088 604 540-5084 D.C. Sales Corporation Inc. #10-6130 4th St. SE., Calgary, Alberta T2H 2A6 403 253-6808 403 259-8331 D.C. Sales Corporation Inc. 11420 142 Street, Edmonton,AIbertaT5M lvi 780 496-9495 780 496-9621 GTA Sales Team. Greater Toronto Area 888 208-8927 888 479-2887 Hydro-Mechanical Sales, Ltd. 3700 Joseph Howe Drive, Suite 1, Halifax, Nova Scotia B3L 4H7 902 443-2274 902 443-2275 Hydro-Mechanical Sales, Ltd. P.O. Box 1445 (Mailing), 297 Collishaw St., Suite 7 (shipping) • Moncton, New Brunswick El 9R2 506 859-1107 506 859-2424 ' J.D.S. Sales Ltd. 4 Lancaster Street, St John's, Newfoundland AlA 5P7 709 579-5771 709 579-1558 Le Groupe B.G.T., Inc. 23 du Buisson, Pont Rouge, Quebec G3H 1X9 418 873-2500 418 873-2505 Le Groupe B.G.T., Inc. 86 des Enterprises 41208, Boisbriand, Quebec J7G 2T3 450 434-9010 450 434-9848 Mar-Win Agencies, Ltd. 1333 Clifton St., Winnipeg, Manitoba R3E 2V1 204 775-8194 204 786-8016 Northern Mechanical Sales P.O. Box 280 (mailing) 163 Pine St (shipping), Garson, Ontario P3L 1S6 705 693-2715 705 693-4394 Palser Enterprises, Ltd. P.O. Box 28136 (mailing), 1885 Blue Heron Dr., #4, London, Ontario N6H 51_9 519 471-9382 519 471-1049 RAM Mechanical Marketing Inc. 1401 St. John Street, Regina, Saskatchewan S4R 1S5 306 525-1986 306 525-0809 RAM Mechanical Marketing Inc. 510 Ave M South, Saskatoon, Saskatchewan S7M 2K9 306 244-6622 306 244-0807 Walmar Mechanical Sales 24 Gurdwara Rd., Nepean, Ontario K2E 8B5 613 225-9774 613 225-0673 EXPO1IT Hdqtrs.: Watts Regulator Co. 815 Chestnut St., North Andover, MA 01845-6098 U.S.A. 978 688-1811 978 794-1848 IWWATM 0 E19OO1 1 Watts USA website: www.wattsreg.com L CERTIFIED I Watts Canada website: www.wattscanada.ca ES-709DCDA 0522 © Watts Regulator Company, 2005 I I WESTERN FIRE PROTECTION, INC. 1ST FLOOR CALC. 13630 DANIELSON STREET UPRIGHTS POWAY,CA 92064 I HYDRAULIC CALCULATIONS I FOR LIFE TECHNOLOGIES CP 18 5781 VAN ALLEN WAY I CARLSBAD, CA 92008 "FILE NUMBER: C-2656 I DATE: AUG 7, 2009 -DESIGN DATA- OCCUPANCY CLASSIFICATION: LIGHT HAZARD DENSITY: .10 GPM. AREA OF APPLICATION: 1033 SQ.FT.*QR.RED. I COVERAGE PER SPRINKLER: 130 SQ.FT. NUMBER OF SPRINKLERS _CALCULATED: 9 sprinklers I TOTAL SPRINKLER WATER FLOW REQUIRED: 157.0 gpm TOTAL WATER REQUIRED (including hose): 257.1 gpm I FLOW AND PRESSURE (@ BOR): 157.0 GPM @ 64.2 PSI I SPRINKLER K-FACTOR: 5.6 NAME OF CONTRACTOR: WESTERN FIRE PROTECTION I DESIGN/LAYOUT BY: G.RUIZ AUTHORITY HAVING JURISDICTION: CALSBAD FIRE DEPT. CONTRACTOR CERTIFICATION NUMBER: CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 50040828 HRS SYSTEMS, INC. TUCKER, GA 30084 TUCKER, GA 30084 SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: I SPRINKLER 8/7/2009-2656 LIFE TECHNOLOGIES CP18\CALCULATIONS\1ST FLOOR UPS.SDF JOB TITLE: 1st Floor Upright Protection WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D PRESS. PRESS. @ PRESS. @ DEMAND PRESS. I NODE TAG (PSI) (PSI) (GPM) (PSI) (GEM) (PSI) SRC 111.6 102.6 1060.0 110.9 257.1 74.6 AGGREGATE FLOW ANALYSIS: I TOTAL FLOW AT SOURCE 257.1 GPM HOSE STREAM ALLOWANCE AT SOURCE 100.0 GEM 'TOTAL OTHER HOSE STREAM ALLOWANCES 0.0 GEM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 157.1 GEM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GEM) Si 1570 K= 560 7 .0 148 15.0 K= 5.60 7.1 15.0 I S2 S3 15.0 K= 5.60 7.7 15.5 S4 15.0 K= 5.60 8.8 16.6 15.0 K= 5.60 10.8 18.4 I S5 S6 15.0 K= 5.60 11.7 19.2 S7 15.0 K= 5.60 12.7 20.0 S8 15.0 K= 5.60 10.8 18.4 15.0 K= 5.60 11.8 19.2 I S9 Ti 15.0 - - - - 13.5 - - - T2 15.0 - - - - 12.5 - - - I T3 T4 15.0 - 15.0 - - - - - - - 23.7 25.6 - - - - - - T5 15.0 - - - - 27.5 - - - A 13.5 - - - - 24.3 - - - I B 13.5 - - - - 26.2 - - - 31 13.5 - - - - 28.1 - - - C 11.8 - - - - 48.2 - - - • D 11.8 - - - - 54.4 - - - E 30.8 - - - - 48.3 - - - F 30.8 - - - - 50.8 - - - T 15.0 - - - - 13.8 - - - I Ri 31.8 - - - - 50.5 - - - R2 31.8 - - - - 50.5 - - - R3 31.8 - - - - 50.5 - - - R4 31.8 - - - - 50.5 - - - I R5 31.8 - - - - 50.5 - - - R6 31.8 - - - - 50.5 - - - I R7 R8 31.8 - 31.8 - - - - - - - 50.5 50.5 - - - - - - R9 31.8 - - - - 50.5 - - - RiO 31.8 - - - - 50.5 - - - I Rll 31.8 - - - - 50.5 - - - R12 31.8 - - - - 50.5 - - - I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 8/7/2009-2656 LIFE TECHNOLOGIES CP18\CALCULATIONS\1ST FLOOR UPS.SDF JOB TITLE: 1st Floor Upright Protection I NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) R13 31.8 - - - - 50.5 - - - R14 31.8 - - - - 50.5 - - - I R15 R16 31.8 31.8 - - - - 50.5 - - - - - - - 50.5 - - - R17 31.8 - - - - 50.5 - - - R18 31.8 - - - - 50.4 - - - I R19 31.8 - - - - 50.5 - - - R20 31.8 - - - - 50.4 - - - R21 31.8 - - - - 50.5 - - - 31.8 - - - - 50.4 - - - I R22 R23 31.8 - - - - 50.5 - - - R24 31.8 - - - - 50.4 - - - 31.8 - - - - 50.5 - - - I R25 R26 31.8 - - - - 50.4 - - - R27 31.8 - - - - R28 31.8 - - - - 50.4 - - - 31.8 - - - - 50.5 - - - I R29 R30 31.8 - - - - 50.4 - - - R31 318 - - - - 5fr5 - - - 31.8 - - - - 50.4 - - - I R32 R33 31.8 - - - - 50.5 - - - R34 31.8 - - - - 50.4 - - - R35 31.8 - - - - 50.5 - - - I R36 31.8 - - - - 50.4 - - - R37 31.8 - - - - 50.5 - - - R38 31.8 - - - - 50.4 - - - 31.8 - - - - 50.5 - - - I R39 R40 31.8 - - - - 50.4 - - - R41 31.8 - - - - 50.5 - - - R42 31.8 - - - - 50.4 - - - I R43 31.8 - - - - 50.5 - - - R44 31.8 - - - - 50.4 - - - R45 31.8 - - - - 50.5 - - - R46 31.8 - - - - 50.4 - - - I R47 31.8 - - - - 50.5 - - - R48 31.8 - - - - 50.4 - - - R49 31.8 - - - - 50.5 - - - I R50 31.8 - - - - 50.4 - - - Ml 30.8 - - - - 50.9 - - - M2 30.8 - - - - 50.9 - - - I M3 30.8 - - - - 50.9 - - - M4 30.8 - - - - 50.9 - - - MS 30.8 - - - - 50.9 - - - M6 30.8 - - - - 50.9 - - - I M7 30.8 - - - - 50.9 - - - M8 30.8 - - - - 50.9 - - - M9 30.8 - - - - 50.9 - - - I Mb 30.8 - - - - 50.9 - - - Mu 30.8 - - - - 50.9 - - - M12 30.8 - - - - 50.9 - - - M13 30.8 - - - - 50.9 - - - I M14 30.8 - - - - 50.9 - - - I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 8/7/2009-2656 LIFE TECHNOLOGIES CP18\CALCULATIONS\1ST FLOOR UPS.SDF JOB TITLE: 1st Floor Upright Protection I NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) I M15 30.8 - - - - 50.9 - - - M16 30.8 - - - - 50.9 - - - I M17 M18 30.8 - - - - 30.8 - - - - 50.9 - - - 50.9 - - - M19 30.8 - - - - 50.9 - - - M20 30.8 - - - - 50.9 - - - I M21 30.8 - - - - 50.9 - - - M22 30.8 - - - - 50.9 - - - M23 30.8 - - - - 50.9 - - - M24 30.8 - - - - 50.9 - - - 1 M25 30.8 - - - - 50.9 - - - M26 30.8 - - - - 50.9 - - - 30.8 - - - - 50.9 - - - I M27 M28 30.8 - - - - 50.8 - - - M29 30.8 - - - - 50.9 - - - M30 30.8 - - - - 50.8 - - - 30.8 - - - - 50.9 - - - I M31 M32 30.8 - - - - 50.8 - - - 3 0c8 - - - - 5TTh-9 - - - 30.8 - - - - 50.8 - - - I M34 M35 30.8 - - - - 50.9 - - - M36 30.8 - - - - 50.8 - - - M37 30.8 - - - - 50.9 - - - I N38 30.8 - - - - 50.8 - - - M39 30.8 - - - - 50.9 - - - M40 30.8 - - - - 50.8 - - - M41 30.8 - - - - 50.9 - - - I M42 30.8 - - - - 50.8 - - - M43 30.8 - - - - 51.0 - - - M44 30.8 - - - - 50.8 - - - I M45 30.8 - - - - 51.0 - - - M46 30.8 - - - - 50.8 - - - M47 30.8 - - - - 51.0 - - - I M48 30.8 - - - - 50.8 - - - M49 30.8 - - - - 51.0 - - - M50 30.8 - - - - 50.8 - - - TOR 30.8 - - - - 51.0 - - - I BOR 0.5 - - - - 64.2 - - - DI -3.0 - - - - 65.8 - - - UG4 -3.0 - - - - 65.8 - - - I UG5 -3.0 - - - - 65.8 - - - U UG6 -3.0 - - - - 75.8 - - - UG7 -3.0 - - - - 75.8 - - - BF1 3.0 - - - - 63.2 - - - I BF2 3.0 - - - - 73.2 - - - SRC 0.0 SOURCE 74.6 157.1 I I I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 8/7/2009-2656 LIFE TECHNOLOGIES CP18\CALCULATIONS\15T FLOOR UPS.SDF JOB TITLE: 1st Floor Upright Protection PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. I END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -14.8 1.408 PL 8.00 PF 0.1 I Si 15.0 5.6 7.0 14.8 3.1 120 FTG ---- PE 0.0 S2 15.0 5.6 7.1 15.0 0.018 TL 8.00 PV I Pipe: 2 -29.8 1.408 PL 8.00 PF 0.5 I S2 15.0 5.6 7.1 15.0 6.1 120 FTG ---- PE 0.0 S3 15.0 5.6 7.7 15.5 0.065 TL 8.00 PV I Pipe: 3 -45.3 1.408 PL 8.00 PF 1.1 S3 15.0 5.6 7.7 15.5 9.3 120 FTG ---- PE 0.0 I S4 15.0 5.6 8.8 16.6 0.141 TL 8.00 PV Pipe: 4 -61.9 1.408 PL 8.00 PF 2.0 S4 15.0 5.6 8.8 16.6 12.8 120 FTG ---- PE 0.0 I S5 15.0 5.6 10.8 18.4 0.251 TL 8.00 PV P i p e: 5 - 8_U . 3 l408PL 7 .42 - .0 I S5 15.0 5.6 10.8 18.4 16.5 120 FTG ---- PE 0.0 T 15.0 0.0 13.8 0.0 0.406 TL 7.42 PV Pipe: 6 -19.2 1.080 PL 11.50 PF 1.8 I S6 15.0 5.6 11.7 19.2 6.7 120 FTG T PE 0.0 Ti 15.0 0.0 13.5 0.0 0.104 TL 17.26 PV Pipe: 7 -20.0 1.080 PL 1.00 PF 0.8 S7 15.0 5.6 12.7 20.0 7.0 120 FTG T PE 0.0 Ti 15.0 0.0 13.5 0.0 0.113 TL 6.76 PV I Pipe: 8 -18.4 1.080 PL 11.50 PF 1.7 S8 15.0 5.6 10.8 18.4 6.4 120 FTG T PE 0.0 I T2 15.0 0.0 12.5 0.0 0.097 TL 17.26 PV Pipe: 9 -19.2 1.080 PL 1.00 PF 0.7 S9 15.0 5.6 11.8 19.2 6.7 120 FTG T PE 0.0 I T2 15.0 0.0 12.5 0.0 0.105 TL 6.76 PV Pipe: 10 -37.6 1.408 PL 10.17 PF 1.0 T2 15.0 0.0 12.5 0.0 7.8 120 FTG ---- PE 0.0 Ti 15.0 0.0 13.5 0.0 0.100 TL 10.17 PV Pipe: ii -76.8 1.408 PL 0.83 PF 0.3 I Ti 15.0 0.0 13.5 0.0 15.8 120 FTG ---- PE 0.0 T 15.0 0.0 13.8 0.0 0.374 TL 0.83 PV Pipe: 12 -157.0 2.203 PL 28.00 PF 9.9 T 15.0 0.0 13.8 0.0 13.2 120 FTG 3ET FE 0.6 A 13.5 0.0 24.3 0.0 0.159 TL 62.10 PV I I SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: I SPRINKLER 8/7/2009-2656 LIFE TECHNOLOGIES CP18\CALCULATIONS\1ST FLOOR UPS.SDF JOB TITLE: 1st Floor Upright Protection I PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) 1 Pipe: 13 0.0 1.408 PL 1.00 PF 0.0 T3 15.0 0.0 23.7 0.0 0.0 120 FTG T FE 0.6 I A13.5 0.0 24.3 0.0 0.000 TL 7.62 PV Pipe: 14 0.0 1.408 FL 1.00 PF 0.0 T4 15.0 0.0 25.6 0.0 0.0 120 FTG T PE 0.6 B 13.5 0.0 26.2 0.0 0.000 TL 7.62 PV Pipe: 14A 0.0 1.408 PL 1.00 PF 0.0 15.0 0.0 27.5 0.0 0.0 120 FTG T PE 0.6 I TS Bi 13.5 0.0 28.1 0.0 0.000 TL 7.62 PV Pipe: 15 -157.0 2.203 PL 12.00 PF 1.9 I A13.5 0.0 24.3 0.0 13.2 120 FTG ---- PE 0.0 B 13.5 0.0 26.2 0.0 0.159 TL 12.00 PV iSA -157.0 2.203 PL 12.00 PF 1.9 I Pipe: B 13.5 0.0 26.2 0.0 13.2 120 FTG ---- FE 0.0 13 1 13 . 500281 00 159TL 0V Pipe: 16 -157.0 2.203 PL 94.58 PF 19.3 - Bi 13.5 0.0 28.1 0.0 13.2 120 FTG 4E FE 0.8 C 11.8 0.0 48.2 0.0 0.159 TL 121.86 PV I Pipe: 17 -157.0 2.703 FL 68.17 PF 6.2 C 11.8 0.0 48.2 0.0 8.8 120 FTG 2ET FE 0.0 I D11.8 0.0 54.4 0.0 0.059 TL 105.47 PV Pipe: 18 -157.0 2.703 PL 18.25 FT 2.2 D 11.8 0.0 54.4 0.0 8.8 120 FTG 2E PE -8.2 I E 30.8 0.0 48.3 0.0 0.059 TL 36.90 PV Pipe: 19 -157.0 2.703 PL 13.50 PF 2.4 30.8 0.0 48.3 0.0 8.8 120 FTG ET PE 0.0 I E F 30.8 0.0 50.8 0.0 0.059 TL 41.48 PV • Pipe: 20 3.8 2.157 PL 136.33 PF 0.0 Ri 31.8 0.0 50.5 0.0 0.3 120 FTG 2T FE 0.0 R2 31.8 0.0 50.5 0.0 0.000 TL 160.33 PV I Pipe: 21 3.8 2.157 PL 136.33 PF 0.0 • R3 31.8 0.0 50.5 0.0 0.3 120 FTG 2T PE 0.0 R4 31.8 0.0 50.5 0.0 0.000 TL 160.33 PV I Pipe: 22 3.8 2.157 FL 136.33 PF 0.0 R5 31.8 0.0 50.5 0.0 0.3 120 FTG 2T PE 0.0 R6 31.8 0.0 50.5 0.0 0.000 TL 160.33 PV I Pipe: 23 3.8 2.157 FL 136.33 PF 0.0 R7 31.8 0.0 50.5 0.0 0.3 120 FTG 2T PE 0.0 R8 31.8 0.0 50.5 0.0 0.000 TL 160.33 PV I SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: I SPRINKLER 8/7/2009-2656 LIFE TECHNOLOGIES CP18\CALCULATIONS\1ST FLOOR UPS.SDF JOB TITLE: 1st Floor Upright Protection ' PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) 1 Pipe: 24 3.9 2.157 PL 136.33 PF 0.0 R9 31.8 0.0 50.5 0.0 0.3 120 FTG 2T PE 0.0 RiO 31.8 0.0 50.5 0.0 0.000 TL 160.33 PV I Pipe: 25 4.0 2.157 PL 136.33 PF 0.0 Rll 31.8 0.0 50.5 0.0 0.3 120 FTG 2T PE 0.0 R12 31.8 0.0 50.5 0.0 0.000 TL 160.33 PV Pipe: 26 4.1 2.157 PL 136.33 PF 0.0 I R13 R14 31.8 31.8 0.0 0.0 50.5 50.5 0.0 0.0 0.4 120 0.000 FTG TL 2T 160.33 PE PV 0.0 Pipe: 27 4.3 2.157 PL 136.33 PF 0.0 I R15 31.8 0.0 50.5 0.0 0.4 120 FTG 2T PE 0.0 R16 31.8 0.0 50.5 0.0 0.000 TL 160.33 PV I Pipe: 28 4.5 2.157 PL 136.33 PF 0.0 • R17 31.8 0.0 50.5 0.0 0.4 120 FTG 2T PE 0.0 3--8 0--0---5-0---4 - 0. 0 0 . O-O-0 -T--L 1 GO . 33 PV I Pipe: 29 4.7 2.157 PL 136.33 PF 0.0 - R19 31.8 0.0 50.5 0.0 0.4 120 FTG 2T PE 0.0 R20 31.8 0.0 50.4 0.0 0.000 TL 160.33 PV I Pipe: 30 5.0 2.157 PL 136.33 PF 0.0 R21 31.8 0.0 50.5 0.0 0.4 120 FTG 2T PE 0.0 I R22 31.8 0.0 50.4 0.0 0.000 TL 160.33 PV Pipe: 31 5.4 2.157 PL 136.33 PF 0.1 R23 31.8 0.0 50.5 0.0 0.5 120 FTG 2T PE 0.0 R24 31.8 0.0 50.4 0.0 0.000 TL 160.33 PV Pipe: 32 5.8 2.157 PL 136.33 PF 0.1 31.8 0.0 50.5 0.0 0.5 120 FTG 2T PE 0.0 I R25 R26 31.8 0.0 50.4 0.0 0.000 TL 160.33 PV • Pipe: 33 6.2 2.157 PL 136.33 PF 0.1 I R27 31.8 0.0 50.5 0.0 0.5 120 FTG 2T PE 0.0 R28 31.8 0.0 50.4 0.0 0.000 TL 160.33 PV I Pipe: 34 6.7 2.157 PL 136.33 PF 0.1 I R29 31.8 0.0 50.5 0.0 0.6 120 FTG 2T PE 0.0 R30 31.8 0.0 50.4 0.0 0.001 TL 160.33 PV Pipe: 35 7.3 2.157 FL 136.33 PF 0.1 R31 31.8 0.0 50.5 0.0 0.6 120 FTG 2T PE 0.0 R32 31.8 0.0 50.4 0.0 0.001 TL 160.33 PV I Pipe: 36 8.0 2.157 PL 136.33 PF 0.1 R33 31.8 0.0 50.5 0.0 0.7 120 FTG 2T PE 0.0 R34 31.8 0.0 50.4 0.0 0.001 TL 160.33 PV Li SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 'SPRINKLER 8/7/2009-2656 LIFE TECHNOLOGIES CP18\CALCULATIONS\1ST FLOOR tJPS.SDF JOB TITLE: 1st Floor Upright Protection ' PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) I Pipe: 37 8.7 2.157 PL 136.33 PF 0.1 R35 31.8 0.0 50.5 0.0 0.8 120 FTG 2T PE 0.0 R36 31.8 0.0 50.4 0.0 0.001 TL 160.33 PV I Pipe: 38 9.0 2.157 PL 136.33 PF 0.1 R37 31.8 0.0 50.5 0.0 0.8 120 FTG 2T PE 0.0 R38 31.8 0.0 50.4 0.0 0.001 TL 160.33 PV Pipe: 39 8.8 2.157 PL 136.33 PF 0.1 31.8 0.0 50.5 0.0 0.8 120 FTG 2T PE 0.0 I R39 R40 31.8 0.0 50.4 0.0 0.001 TL 160.33 PV Pipe: 40 8.8 2.157 PL 136.33 PF 0.1 I R41 31.8 0.0 50.5 0.0 0.8 120 FTG 2T PE 0.0 R42 31.8 0.0 50.4 0.0 0.001 TL 160.33 PV I Pipe: 41 8.9 2.157 PL 105.00 PF 0.1 • R43 31.8 0.0 50.5 0.0 0.8 120 FTG 2T PE 0.0 -R-4-4 3-1-8----G--0----5-0--4 0--0 0--9-0-1--T L-i-2-9-0---P-V I Pipe: 42 9.0 2.157 PL 105.00 PF 0.1 R45 31.8 0.0 50.5 0.0 0.8 120 FTG 2T PE 0.0 R46 31.8 0.0 50.4 0.0 0.001 TL 129.00 PV I Pipe: 43 9.2 2.157 PL 105.00 PF 0.1 R47 31.8 0.0 50.5 0.0 0.8 120 FTG 2T PE 0.0 I R48 31.8 0.0 50.4 0.0 0.001 TL 129.00 PV Pipe: 44 9.5 2.157 PL 105.00 PF 0.1 R49 31.8 0.0 50.5 0.0 0.8 120 FTG 2T PE 0.0 R50 31.8 0.0 50.4 0.0 0.001 TL 129.00 PV Pipe: 45 -3.8 2.157 PL 2.00 PF 0.0 31.8 0.0 50.5 0.0 0.3 120 FTG T PE 0.4 I Ri Ml 30.8 0.0 50.9 0.0 0.000 TL 14.00 PV • Pipe: 46 3.8 2.157 PL 2.00 PF 0.0 I R2 31.8 0.0 50.5 0.0 0.3 120 FTG T PE 0.4 M2 30.8 0.0 50.9 0.0 0.000 TL 14.00 PV I Pipe: 47 -3.8 2.157 FL 2.00 PF 0.0 I R3 31.8 0.0 50.5 0.0 0.3 120 FTG T PE 0.4 M3 30.8 0.0 50.9 0.0 0.000 TL 14.00 PV Pipe: 48 3.8 2.157 PL 2.00 PF 0.0 R4 31.8 0.0 50.5 0.0 0.3 120 FTG T FE 0.4 M4 30.8 0.0 50.9 0.0 0.000 TL 14.00 PV I Pipe: 49 -3.8 2.157 PL 2.00 PF 0.0 R5 31.8 0.0 50.5 0.0 0.3 120 FTG T PE 0.4 I MS 30.8 0.0 50.9 0.0 0.000 TL 14.00 PV SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: I SPRINKLER 8/7/2009-2656 LIFE TECHNOLOGIES CP18\CALCULATIONS\1ST FLOOR UPS.SDF JOB TITLE: 1st Floor Upright Protection ' PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) 1 Pipe: 50 3.8 2.157 PL 2.00 PF 0.0 R6 31.8 0.0 50.5 0.0 0.3 120 FTG T PE 0.4 M6 30.8 0.0 50.9 0.0 0.000 TL 14.00 PV I Pipe: 51 -3.8 2.157 PL 2.00 PF 0.0 R7 31.8 0.0 50.5 0.0 0.3 120 FTG T PE 0.4 M7 30.8 0.0 50.9 0.0 0.000 TL 14.00 PV Pipe: 52 3.8 2.157 PL 2.00 PF 0.0 • R8 31.8 0.0 50.5 0.0 0.3 120 FTG T PE 0.4 M8 30.8 0.0 50.9 0.0 0.000 TL 14.00 PV Pipe: 53 -3.9 2.157 PL 2.00 PF 0.0 I R9 31.8 0.0 50.5 0.0 0.3 120 FTG T PE 0.4 M9 30.8 0.0 50.9 0.0 0.000 TL 14.00 PV I Pipe: 54 3.9 2.157 PL 2.00 PF 0.0 RiO 31.8 0.0 50.5 0.0 0.3 120 FTG T PE 0.4 0--OO-8-T-L 1-4--&O---F-V I Pipe: 55 -4.0 2.157 PL 2.00 PF 0.0 - R11 31.8 0.0 50.5 0.0 0.3 120 FTG T PE 0.4 Mil 30.8 0.0 50.9 0.0 0.000 TL 14.00 PV I Pipe: 56 4.0 2.157 PL 2.00 PF 0.0 R12 31.8 0.0 50.5 0.0 0.3 120 FTG T PE 0.4 I M12 30.8 0.0 50.9 0.0 0.000 TL 114.00 PV Pipe: 57 -4.1 2.157 FL 2.00 PF 0.0 R13 31.8 0.0 50.5 0.0 0.4 120 FTG T PE 0.4 M13 30.8 0.0 50.9 0.0 0.000 TL 14.00 PV Pipe: 58 4.1 2.157 PL 2.00 PF 0.0 31.8 0.0 50.5 0.0 0.4 120 FTG T PE 0.4 I R14 M14 30.8 0.0 50.9 0.0 0.000 TL 14.00 PV Pipe: 59 -4.3 2.157 PL 2.00 PF 0.0 I R15 31.8 0.0 50.5 0.0 0.4 120 FTG T PE 0.4 M15 30.8 0.0 50.9 0.0 0.000 TL 14.00 PV I Pipe: 60 4.3 2.157 PL 2.00 PF 0.0 I R16 31.8 0.0 50.5 0.0 0.4 120 FTG T PE 0.4 M16 30.8 0.0 50.9 0.0 0.000 TL 14.00 PV Pipe: 61 -4.5 2.157 FL 2.00 PF 0.0 R17 31.8 0.0 50.5 0.0 0.4 120 FTG T PE 0.4 M17 30.8 0.0 50.9 0.0 0.000 TL 14.00 PV I Pipe: 62 4.5 2.157 FL 2.00 PF 0.0 R18 31.8 0.0 50.4 0.0 0.4 120 FTG T FE 0.4 M18 30.8 0.0 50.9 0.0 0.000 TL 14.00 PV I SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: I SPRINKLER 8/7/2009-2656 LIFE TECHNOLOGIES CP18\CALCULATIONS\1ST FLOOR UPS.SDF JOE TITLE: 1st Floor Upright Protection I PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. \7EL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) I Pipe: 63 -4.7 2.157 PL 2.00 PF 0.0 R19 31.8 0.0 50.5 0.0 0.4 120 FTG T PR 0.4 M19 30.8 0.0 50.9 0.0 0.000 TL 14.00 PV I Pipe: 64 4.7 2.157 FL 2.00 PF 0.0 R20 31.8 0.0 50.4 0.0 0.4 120 FTG T PE 0.4 I M20 30.8 0.0 50.9 0.0 0.000 TL 14.00 PV Pipe: 65 -5.0 2.157 PL 2.00 PF 0.0 31.8 0.0 50.5 0.0 0.4 120 FTG T FE 0.4 I R21 M21 30.8 0.0 50.9 0.0 0.000 TL 14.00 PV Pipe: 66 5.0 2.157 PL 2.00 PF 0.0 I R22 31.8 0.0 50.4 0.0 0.4 120 FTG T PR 0.4 M22 30.8 0.0 50.9 0.0 0.000 TL 14.00 PV I Pipe: 67 -5.4 2.157 PL 2.00 PF 0.0 • R23 31.8 0.0 50.5 0.0 0.5 120 FTG T PE 0.4 -M2 3 30.8 0--0 5-0--9 0.0 9-40--T-L I-4---0-O----1-7 I Pipe: 68 5.4 2.157 PL 2.00 PF 0.0 - R24 31.8 0.0 50.4 0.0 0.5 120 FTG T PE 0.4 M24 30.8 0.0 50.9 0.0 0.000 TL 14.00 PV I Pipe: 69 -5.8 2.157 FL 2.00 PF 0.0 R25 31.8 0.0 50.5 0.0 0.5 120 FTG T PE 0.4 I M25 30.8 0.0 50.9 0.0 0.000 TL 14.00 PV Pipe: 70 5.8 2.157 PL 2.00 PF 0.0 R26 31.8 0.0 50.4 0.0 0.5 120 FTG T PR 0.4 M26 30.8 0.0 50.9 0.0 0.000 TL 14.00 PV Pipe: 71 -6.2 2.157 FL 2.00 PF 0.0 31.8 0.0 50.5 0.0 0.5 120 FTG T FE 0.4 I R27 M27 30.8 0.0 50.9 0.0 0.000 TL 14.00 PV • Pipe: 72 6.2 2.157 FL 2.00 PF 0.0 I R28 31.8 0.0 50.4 0.0 0.5 120 FTG T PE 0.4 M28 30.8 0.0 50.8 0.0 0.000 TL 14.00 PV I Pipe: 73 -6.7 2.157 FL 2.00 PF 0.0 • R29 31.8 0.0 50.5 0.0 0.6 120 FTG T FE 0.4 M29 30.8 0.0 50.9 0.0 0.001 TL 14.00 PV I Pipe: 74 6.7 2.157 FL 2.00 PF 0.0 R30 31.8 0.0 50.4 0.0 0.6 120 FTG T FE 0.4 M30 30.8 0.0 50.8 0.0 0.001 TL 14.00 PV I Pipe: 75 -7.3 2.157 FL 2.00 PF 0.0 R31 31.8 0.0 50.5 0.0 0.6 120 FTG T FE 0.4 M31 30.8 0.0 50.9 0.0 0.001 TL 14.00 PV I SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: I SPRINKLER 8/7/2009-2656 LIFE TECHNOLOGIES CP18\CALCULATIONS\1ST FLOOR UPS.SDF JOE TITLE: 1st Floor Upright Protection I PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) I Pipe: 76 7.3 2.157 PL 2.00 PF 0.0 R32 31.8 0.0 50.4 0.0 0.6 120 FTG T PE 0.4 M32 30.8 0.0 50.8 0.0 0.001 TL 14.00 PV I Pipe: 77 -8.0 2.157 PL 2.00 PF 0.0 R33 31.8 0.0 50.5 0.0 0.7 120 FTG T PE 0.4 I M33 30.8 0.0 50.9 0.0 0.001 TL 14.00 PV Pipe: 78 8.0 2.157 PL 2.00 PF 0.0 31.8 0.0 50.4 0.0 0.7 120 FTG T PE 0.4 I R34 M34 30.8 0.0 50.8 0.0 0.001 TL 14.00 PV Pipe: 79 -8.7 2.157 PL 2.00 PF 0.0 I R35 31.8 0.0 50.5 0.0 0.8 120 FTG T PE 0.4 M35 30.8 0.0 50.9 0.0 0.001 TL 14.00 PV I Pipe: 80 8.7 2.157 FL 2.00 PF 0.0 R36 31.8 0.0 50.4 0.0 0.8 120 FTG T PE 0.4 M-36 30--8----9--0 5-0--8 0--@ 0--0-0-1--T-L-1-4, 0- PV I Pipe: 81 -9.0 2.157 PL 2.00 PF 0.0 R37 31.8 0.0 50.5 0.0 0.8 120 FTG T PE 0.4 M37 30.8 0.0 50.9 0.0 0.001 TL 14.00 PV I Pipe: 82 9.0 2.157 PL 2.00 PF 0.0 R38 31.8 0.0 50.4 0.0 0.8 120 FTG T PE 0.4 I M38 30.8 0.0 50.8 0.0 0.001 TL 14.00 PV Pipe: 83 -8.8 2.157 PL 2.00 PF 0.0 R39 31.8 0.0 50.5 0.0 0.8 120 FTG T PE 0.4 M39 30.8 0.0 50.9 0.0 0.001 TL 14.00 PV Pipe: 84 8.8 2.157 PL 2.00 PF 0.0 31.8 0.0 50.4 0.0 0.8 120 FTG T PE 0.4 I R40 M40 30.8 0.0 50.8 0.0 0.001 TL 14.00 PV - Pipe: 85 -8.8 2.157 PL 2.00 PF 0.0 I R41 31.8 0.0 50.5 0.0 0.8 120 FTG T PE 0.4 M41 30.8 0.0 50.9 0.0 0.001 TL 14.00 PV I Pipe: 86 8.8 2.157 FL 2.00 PF 0.0 I R42 31.8 0.0 50.4 0.0 0.8 120 FTG T PE 0.4 M42 30.8 0.0 50.8 0.0 0.001 TL 14.00 PV I Pipe: 87 -8.9 2.157 PL 2.00 PF 0.0 R43 31.8 0.0 50.5 0.0 0.8 120 FTG T PE 0.4 M43 30.8 0.0 51.0 0.0 0.001 TL 14.00 PV I Pipe: 88 8.9 2.157 FL 2.00 PF 0.0 R44 31.8 0.0 50.4 0.0 0.8 120 FTG T PE 0.4 I M44 30.8 0.0 50.8 0.0 0.001 TL 14.00 PV SYSTEM HYDRAULIC ANALYSIS Page 12 DATE: 'SPRINKLER 8/7/2009-2656 LIFE TECHNOLOGIES CP18\CALCULATIONS\1ST FLOOR UPS.SDF JOB TITLE: 1st Floor Upright Protection I PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) I Pipe: 89 -9.0 2.157 PL 2.00 PF 0.0 R45 31.8 0.0 50.5 0.0 0.8 120 FTG T PE 0.4 I M45 30.8 0.0 51.0 0.0 0.001 TL 14.00 PV Pipe: 90 9.0 2.157 PL 2.00 PF 0.0 R46 31.8 0.0 50.4 0.0 0.8 120 FTG T PE 0.4 M46 30.8 0.0 50.8 0.0 0.001 TL 14.00 PV Pipe: 91 -9.2 2.157 PL 2.00 PF 0.0 31.8 0.0 50.5 0.0 0.8 120 FTG T PE 0.4 I R47 M47 30.8 0.0 51.0 0.0 0.001 TL 14.00 PV Pipe: 92 9.2 2.157 PL 2.00 PF 0.0 I R48 31.8 0.0 50.4 0.0 0.8 120 FTG T PE 0.4 M48 30.8 0.0 50.8 0.0 0.001 TL 14.00 PV I Pipe: 93 -9.5 2.157 PL 2.00 PF 0.0 • R49 31.8 0.0 50.5 0.0 0.8 120 FTG T PE 0.4 M49 30. 070 5170 070 07cToYT L F47007Fv I Pipe: 94 9.5 2.157 PL 2.00 PF 0.0 R50 31.8 0.0 50.4 0.0 0.8 120 FTG T PE 0.4 M50 30.8 0.0 50.8 0.0 0.001 TL 14.00 PV I Pipe: 95 -3.8 6.357 PL 10.00 PF 0.0 Ml 30.8 0.0 50.9 0.0 0.0 120 FTG ---- PE 0.0 I M3 30.8 0.0 50.9 0.0 0.000 TL 10.00 Pv Pipe: 96 -7.6 6.357 PL 10.00 PF 0.0 30.8 0.0 50.9 0.0 0.1 120 FTG ---- PE 0.0 I N3 MS 30.8 0.0 50.9 0.0 0.000 TL 10.00 PV Pipe: 97 -11.4 6.357 PL 10.00 PF 0.0 I MS 30.8 0.0 50.9 0.0 0.1 120 FTG ---- PE 0.0 M7 30.8 0.0 50.9 0.0 0.000 TL 10.00 PV • Pipe: 98 -15.2 6.357 PL 10.00 PF 0.0 M7 30.8 0.0 50.9 0.0 0.2 120 FTG ---- PE 0.0 M9 30.8 0.0 50.9 0.0 0.000 TL 10.00 PV I Pipe: 99 -19.1 6.357 PL 10.00 PF 0.0 • N9 30.8 0.0 50.9 0.0 0.2 120 FTG ---- PE 0.0 Mil 30.8 0.0 50.9 0.0 0.000 TL 10.00 PV Pipe: 100 -23.1 6.357 PL 10.00 PF 0.0 Mil 30.8 0.0 50.9 0.0 0.2 120 FTG ---- PE 0.0 I M13 30.8 0.0 50.9 0.0 0.000 TL 10.00 PV Pipe: 101 -27.2 6.357 PL 10.00 PF 0.0 M13 30.8 0.0 50.9 0.0 0.3 120 FTG ---- PE 0.0 MiS 30.8 0.0 50.9 0.0 0.000 TL 10.00 PV I SYSTEM HYDRAULIC ANALYSIS Page 13 DATE: I SPRINKLER 8/7/2009-2656 LIFE TECHNOLOGIES CP18\CALCULATIONS\1ST FLOOR UPS.SDF JOB TITLE: 1st Floor Upright Protection I PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) I Pipe: 102 -31.5 6.357 PL 10.00 PF 0.0 M15 30.8 0.0 50.9 0.0 0.3 120 FTG ---- PE 0.0 I M17 30.8 0.0 50.9 0.0 0.000 TL 10.00 PV Pipe: 103 -35.9 6.357 PL 10.00 PF 0.0 M17 30.8 0.0 50.9 0.0 0.4 120 FTG ---- PE 0.0 M19 30.8 0.0 50.9 0.0 0.000 TL 10.00 PV Pipe: 104 -40.7 6.357 PL 10.00 PF 0.0 I M19 30.8 0.0 50.9 0.0 0.4 120 FTG ---- PE 0.0 M21 30.8 0.0 50.9 0.0 0.000 TL 10.00 PV 105 -45.7 6.357 PL 10.00 PF 0.0 I Pipe: M21 30.8 0.0 50.9 0.0 0.5 120 FTG ---- PE 0.0 M23 30.8 0.0 50.9 0.0 0.000 TL 10.00 PV I Pipe: 106 -51.0 6.357 PL 10.00 PF 0.0 M23 30.8 0.0 50.9 0.0 0.5 120 FTG ---- PE 0.0 M25 30.8 0.0 50.9 0.0 0.000 TL 10.00 PV I Pipe: 107 -56.8 6.357 PL 10.00 PF 0.0 M25 30.8 0.0 50.9 0.0 0.6 120 FTG ---- PE 0.0 M27 30.8 0.0 50.9 0.0 0.000 TL 10.00 PV I Pipe: 108 -63.0 6.357 PL 10.00 PF 0.0 M27 30.8 0.0 50.9 0.0 0.6 120 FTG ---- PE 0.0 M29 30.8 0.0 50.9 0.0 0.000 TL 10.00 PV Pipe: 109 -69.7 6.357 PL 10.00 PF 0.0 30.8 0.0 50.9 0.0 0.7 120 FTG ---- PE 0.0 l M29 M31 30.8 0.0 50.9 0.0 0.000 TL 10.00 PV Pipe: 110 -77.0 6.357 PL 10.00 PF 0.0 I M31 30.8 0.0 50.9 0.0 0.8 120 FTG ---- PE 0.0 M33 30.8 0.0 50.9 0.0 0.000 TL 10.00 PV 111 -85.0 6.357 PL 10.00 PF 0.0 I Pipe: M33 30.8 0.0 50.9 0.0 0.9 120 FTG ---- PE 0.0 M35 30.8 0.0 50.9 0.0 0.000 TL 10.00 PV I Pipe: 112 -93.7 6.357 PL 10.00 PF 0.0 M35 30.8 0.0 50.9 0.0 0.9 120 FTG ---- PE 0.0 M37 30.8 0.0 50.9 0.0 0.000 TL 10.00 PV I Pipe: 113 -102.7 6.357 FL 10.00 PF 0.0 M37 30.8 0.0 50.9 0.0 1.0 120 FTG ---- PE 0.0 I M39 30.8 0.0 50.9 0.0 0.000 TL 10.00 PV Pipe: 114 -111.5 6.357 PL 10.00 PF 0.0 M39 30.8 0.0 50.9 0.0 1.1 120 FTG ---- PE 0.0 I M41 30.8 0.0 50.9 0.0 0.000 TL 10.00 PV I SYSTEM HYDRAULIC ANALYSIS Page 14 DATE: I SPRINKLER 8/7/2009-2656 LIFE TECHNOLOGIES CF18\CALCULATIONS\1ST FLOOR UPS.SDF JOB TITLE: 1st Floor Upright Protection I PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) I Pipe: 115 -120.3 6.357 FL 10.00 PF 0.0 M41 30.8 0.0 50.9 0.0 1.2 120 FTG ---- PE 0.0 I M43 30.8 0.0 51.0 0.0 0.001 TL 10.00 PV Pipe: 116 -129.2 6.357 PL 10.00 PF 0.0 M43 30.8 0.0 51.0 0.0 1.3 120 FTG ---- PE 0.0 M45 30.8 0.0 51.0 0.0 0.001 TL 10.00 PV Pipe: 117 -138.3 6.357 FL 10.00 PF 0.0 30.8 0.0 51.0 0.0 1.4 120 FTG ---- PE 0.0 I M45 M47 30.8 0.0 51.0 0.0 0.001 TL 10.00 PV Pipe: 118 -147.5 6.357 FL 10.00 PF 0.0 M47 30.8 0.0 51.0 0.0 1.5 120 FTG ---- PE 0.0 M49 30.8 0.0 51.0 0.0 0.001 TL 10.00 PV I Pipe: 119 3.8 4.260 FL 10.00 PF 0.0 I M2 30.8 0.0 50.9 0.0 0.1 120 FTG ---- PE 0.0 M4 30.8 0.0 50.9 0.0 0.000 TL 10.00 PV I Pipe: 120 7.6 4.260 FL 10.00 PF 0.0 M4 30.8 0.0 50.9 0.0 0.2 120 FTG ---- PE 0.0 M6 30.8 0.0 50.9 0.0 0.000 TL 10.00 PV I Pipe: 121 11.4 4.260 FL 10.00 PF 0.0 M6 30.8 0.0 50.9 0.0 0.3 120 FTG ---- FE 0.0 I M8 30.2 0.0 50.9 0.0 0.000 TL 10.00 PV Pipe: 122 15.2 4.260 FL 10.00 PF 0.0 I M8 MiD 30.8 30.8 0.0 0.0 50.9 50.9 0.0 0.0 0.3 120 0.000 FTG TL ---- 10.00 PE PV 0.0 Pipe: 123 19.1 4.260 FL 10.00 PF 0.0 I M10 30.8 0.0 50.9 0.0 0.4 120 FTG ---- FE 0.0 M12 30.8 0.0 50.9 0.0 0.000 TL 10.00 PV 124 23.1 4.260 FL 10.00 PF 0.0 I Pipe: M12 30.8 0.0 50.9 0.0 0.5 120 FTG ---- FE 0.0 M14 30.8 0.0 50.9 0.0 0.000 TL 10.00 PV I Pipe: 125 27.2 4.260 FL 10.00 PF 0.0 M14 30.8 0.0 50.9 0.0 0.6 120 FTG ---- FE 0.0 M16 30.8 0.0 50.9 0.0 0.000 TL 10.00 PV I Pipe: 126 31.5 4.260 FL 10.00 PF 0.0 M16 30.8 0.0 50.9 0.0 0.7 120 FTG ---- FE 0.0 I M18 30.8 0.0 50.9 0.0 0.000 TL 10.00 PV Pipe: 127 35.9 4.260 FL 10.00 PF 0.0 M18 30.8 0.0 50.9 0.0 0.8 120 FTG ---- FE 0.0 M20 30.8 0.0 50.9 0.0 0.000 TL 10.00 PV I SYSTEM HYDRAULIC ANALYSIS Page 15 DATE: I SPRINKLER 8/7/2009-2656 LIFE TECHNOLOGIES CP18\CALCULATIONS\1ST FLOOR UPS.SDF JOB TITLE: 1st Floor Upright Protection I PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) I Pipe: 128 40.7 4.260 PL 10.00 PF 0.0 M20 30.8 0.0 50.9 0.0 0.9 120 FTG ---- PE 0.0 I M22 30.8 0.0 50.9 0.0 0.001 TL, 10.00 PV Pipe: 129 45.7 4.260 FL 10.00 PF 0.0 M22 30.8 0.0 50.9 0.0 1.0 120 FTG ---- PE 0.0 M24 30.8 0.0 50.9 0.0 0.001 TL 10.00 FV Pipe: 130 51.0 4.260 PL 10.00 PF 0.0 30.8 0.0 50.9 0.0 1.1 120 FTG ---- PE 0.0 I N24 M26 30.8 0.0 50.9 0.0 0.001 TL 10.00 PV 131 56.8 4.260 FL 10.00 PF 0.0 I Pipe: M26 30.8 0.0 50.9 0.0 1.3 120 FTG ---- PE 0.0 M28 30.8 0.0 50.8 0.0 0.001 TL 10.00 FV I Pipe: 132 63.0 4.260 PL 10.00 PF 0.0 M28 30.8 0.0 50.8 0.0 1.4 120 FTG ---- PE 0.0 M30 30.8 0.0 50.8 0.0 0.001 TL 10.00 PV I Pipe: 133 69.7 4.260 PL 10.00 PF 0.0 M30 30.8 0.0 50.8 0.0 1.6 120 FTG ---- PE 0.0 M32 30.8 0.0 50.8 0.0 0.001 TL 10.00 PV I Pipe: 134 77.0 4.260 FL 10.00 PF 0.0 M32 30.8 0.0 50.8 0.0 1.7 120 FTG ---- PE 0.0 M34 30.8 0.0 50.8 0.0 0.002 TL 10.00 FV Pipe: 135 85.0 4.260 PL 10.00 PF 0.0 30.8 0.0 50.8 0.0 1.9 120 FTG ---- FE 0.0 I M34 M36 30.8 0.0 50.8 0.0 0.002 TL 10.00 PV Pipe: 136 93.7 4.260 PL 5.00 PF 0.0 I M36 30.8 0.0 50.8 0.0 2.1 120 FTG ---- PE 0.0 F 30.8 0.0 50.8 0.0 0.002 TL 5.00 PV • Pipe: 137 -63.3 4.260 FL 5.00 PF 0.0 F 30.8 0.0 50.8 0.0 1.4 120 FTG ---- PE 0.0 M38 30.8 0.0 50.8 0.0 0.001 TL 5.00 PV I Pipe: 138 -54.3 4.260 PL 10.00 PF 0.0 M38 30.8 0.0 50.8 0.0 1.2 120 FTG ---- FE 0.0 M40 30.8 0.0 50.8 0.0 0.001 TL 10.00 PV I Pipe: 139 45.5 4.260 FL 10.00 PF 0.0 M40 30.8 0.0 50.8 0.0 1.0 120 FTG ---- FE 0.0 I M42 30.8 0.0 50.8 0.0 0.001 TL 10.00 FV Pipe: 140 -36.7 4.260 FL 41.33 PF 0.0 M42 30.8 0.0 50.8 0.0 0.8 120 FTG 2E FE 0.0 I M44 30.8 0.0 50.8 0.0 0.000 TL 67.33 PV SYSTEM HYDRAULIC ANALYSIS Page 16 DATE: I SPRINKLER 8/7/2009-2656 LIFE TECHNOLOGIES CP18\CALCULATIONS\1ST FLOOR UPS.SDF JOB TITLE: 1st Floor Upright Protection I PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) I Pipe: 141 -27.8 4.260 FL 10.00 PF 0.0 M44 30.8 0.0 50.8 0.0 0.6 120 FTG ---- FE 0.0 I M46 30.8 0.0 50.8 0.0 0.000 TL 10.00 PV Pipe: 142 -18.7 4.260 PL 10.00 PF 0.0 M46 30.8 0.0 50.8 0.0 0.4 120 FTG ---- PE 0.0 M48 30.8 0.0 50.8 0.0 0.000 TL 10.00 PV Pipe: 143 -9.5 4.260 PL 10.00 PF 0.0 30.8 0.0 50.8 0.0 0.2 120 FTG ---- FE 0.0 I M48 M50 30.8 0.0 50.8 0.0 0.000 TL 10.00 PV Pipe: 144 -157.0 6.357 PL 3.50 PF 0.1 I M49 30.8 0.0 51.0 0.0 1.6 120 FTG 3E FE 0.0 TOR 30.8 0.0 51.0 0.0 0.001 TL 57.50 PV I Pipe: 145 -157.0 6.357 PL 30.25 PF 0.1 TOR 30.8 0.0 51.0 0.0 1.6 120 FTG ETB PE 13.1 BO R U . S 0U 6472 OTU 070D1 TL 9925 PV I Pipe: 146 -157.0 7.980 FL 10.00 PF 0.0 BOR 0.5 0.0 64.2 0.0 1.0 150 FTG 2L FE 1.5 DI -3.0 0.0 65.8 0.0 0.000 TL 50.00 PV I Pipe: 147 -157.0 7.980 PL 135.50 PF 0.0 DI -3.0 0.0 65.8 0.0 1.0 150 FTG ET FE 0.0 I UG4 -3.0 0.0 65.8 0.0 0.000 TL 215.50 PV Pipe: 148 -157.0 7.980 FL 25.50 PF 0.0 -3.0 0.0 65.8 0.0 1.0 150 FTG 2L PE 0.0 I UG4 UG5 -3.0 0.0 65.8 0.0 0.000 TL 65.50 PV Pipe: 149 -157.0 8.390 PL 6.00 PF 0.0 I UG5 -3.0 0.0 65.8 0.0 0.9 140 FTG 2L FE -2.6 BF1 3.0 0.0 63.2 0.0 0.000 TL 50.00 PV Pipe: 150 FIXED PRESSURE LOSS DEVICE I BF2 3.0 0.0 73.2 0.0 10.0 psi, 157.0 gpm BF1 3.0 0.0 63.2 0.0 I Pipe: 151 -157.0 8.390 FL 6.00 PF 0.0 BF2 3.0 0.0 73.2 0.0 0.9 140 FTG 2L FE 2.6 UG6 -3.0 0.0 75.8 0.0 0.000 TL 50.00 PV I Pipe: 152 -157.0 7.980 FL 16.83 PF 0.0 UGG -3.0 0.0 75.8 0.0 1.0 150 FTG TL 25 0.0 I UG7 -3.0 0.0 75.8 0.0 0.000 TL 89.83 PV Pipe: 153 -157.1 7.980 FL 126.00 PF 0.0 UG7 -3.0 0.0 75.8 0.0 1.0 150 FTG 2ETG PS -1.3 I SRC 0.0 SRCE 74.6 (N/A) 0.000 TL 239.00 PV U SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 17 DATE: 8/7/2009-2656 LIFE TECHNOLOGIES CP18\CALCULATIONS\1ST FLOOR UPS.SDF JOB TITLE: 1st Floor Upright Protection NOTES (HASS) I (1) Calculations were performed by the HASS 8.0 computer program under license no. 50040828 granted by HRS Systems, Inc. I 208 South Public Square Petersburg, TN 37144 (2) The system has been calculated to provide an average I imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.165 gpm. I (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 16.5 ft/sec at pipe 5. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP I PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N I Eli Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 1.080 2.30 5.76 2.30 5.76 6.91 1.15 11.52 11.52 5.76 1.408 3.31 6.62 2.21 7.72 6.62 1.10 11.03 11.03 6.62 I 2.203 6.82 13.64 4.09 15.00 8.18 1.36 13.64 13.64 13.64 2.703 9.33 18.65 6.22 21.76 10.88 1.55 15.54 15.54 18.65 PAGE: B MATERIAL: THNWL HWC: 120 I Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee I 2.157 6.00 12.00 3.00 14.00 8.00 1.00 12.00 12.00 12.00 4.260 13.00 26.00 8.00 29.00 16.00 3.00 26.00 26.00 26.00 6.357 18.00 38.00 11.00 40.00 13.00 4.00 35.00 35.00 38.00 I PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N I Eli Tee LngEll ChkVlv BfyVlv GatVlv NPTee 8.390 31.00 59.00 22.00 76.00 20.00 7.00 59.00 I PAGE: E MATERIAL: PVC150 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Eli Tee LngEll ChkVlv BfyVlv GatVlv NPTee I 7.980 27.00 53.00 20.00 68.00 18.00 6.00 53.00 I I 01 - - - - - - - - - - - - - - - - - - - o tj WATER SUPPLY ANALYSIS Static: 111.60_psResid: 102.60 psi Flow: 1060.0 gpm 120.0 I LEGEND N) 1 Available pressure i 110.95 psi @ 257.1 gpm I Required pressure IrJN.) 100.0 - 2 74.59 psi @ 257.1 gpm A. Source Supply curve 0 C-fl G B System Demand curve A U fr G . z LO -3 80.0 - c1 (t1 2 P hI 0(1) R r0U) E S c-tJ 60.0 - 0 X U R 00 E I- n L (400 C) P S i 0(/) (1) Cl) - 20.0 - Cl) '-3 0 0 0.0 B_ C CI)'i 0 CI)LQ - - — r -14.7 I - I I '-i Co I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 19 DATE: 8/7/2009-2656 LIFE TECHNOLOGIES C918\CALCULATIONS\1ST FLOOR UPS.SDF JOB TITLE: 1st Floor Upright Protection I WATER SUPPLY CURVE 120+ I *\\\\ I 110+0 \\\\\ \\\\\ I \\\\\ * <-102.6 psi @ 1060 gpm 100+ Flow Test Point I 90+ P80+ E ix S 70+ I UI R I E I I (t 60+ P I S I I I 50+. 40+ I I 30+ I = = = = = = = = = = = = = = = = = = = = = = = = = = = = 20+ LEGEND = = I X = Required Water Supply I 74.59 psi 8 257.1 gpm I I 0 = Available Water Supply it I 110.95 psi 8 257.1 gpm 0++-+---++-----+ ------+ --------+ --------+ ---------+ -----------+ I 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) I I WESTERN FIRE PROTECTION, INC. 1ST FLOOR CALC. 13630 DANIELSON STREET PENDENTS POWAY,CA 92064 HYDRAULIC CALCULATIONS FOR LIFE TECHNOLOGIES CP 18 5781 VAN ALLEN WAY CARLSBAD, CA 92008 AFILE NUMBER: C-2656 DATE: AUG 7, 2009 -DESIGN DATA- OCCUPANCY CLASSIFICATION: LIGHT HAZARD DENSITY: .10 GPM. AREA OF APPLICATION: 1007 SQ.FT. *QRRED COVERAGE PER SPRINKLER: 225 SQ.FT. NUMBER OF SPRINKLERS CALCULATED: 12 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 178.3 gpm TOTAL WATER REQUIRED (including hose): 278.3 gprn FLOW AND PRESSURE (@ BOR) : 178.3 GPM @ 53.3 PSI SPRINKLER K-FACTOR: 5.6 NAME OF CONTRACTOR: WESTERN FIRE PROTECTION DESIGN/LAYOUT BY: G.RUIZ AUTHORITY HAVING JURISDICTION: CALSBAD FIRE DEPT. CONTRACTOR CERTIFICATION NUMBER: CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 50040828 HRS SYSTEMS, INC. TUCKER, GA 30084 TUCKER, GA 30084 I I I I I I I I I I 1 LI I I I I I I SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: I SPRINKLER 8/7/2009 LIFE TECHNOLOGIES CP18\CALCULATIONS\1ST FLOOR PENDENTS.SDF JOB TITLE: 1st Floor Pendent Protection WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D I NODE PRESS. PRESS. @ PRESS. 8 DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) Z 111.6 102.6 1060.0 110.8 278.3 63.7 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 278.3 GPM I TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 178.3 GPM I NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE I (FT) (PSI) (GPM) S10 11.0 K= 5.21 8.0 14.8 11.0 K= 5.21 8.2 14.9 I Sil S12 11.0 K= 5.21 8.2 14.9 S13 11.0 K= 5.21 8.3 15.0 • S14 11.0 K= 5.21 7.7 14.5 S15 11.0 K= 5.21 7.9 14.6 S16 11.0 K= 5.21 7.0 13.8 S17 11.0 K= 5.21 7.1 13.9 I S18 11.0 K= 5.21 7.4 14.2 S19 11.0 K= 5.21 9.2 15.8 S20 11.0 K= 5.21 9.3 15.9 11.0 K= 5.21 9.6 16.2 I S21 T3 14.5 - - - - 7.3 - - - T4 14.5 - - - - 6.9 - - - T5 14.5 - - - - 9.5 - - - I A 13.5 - - - - 9.5 - - - B 13.5 - - - - 9.8 - - - Bi 13.5 - - - - 11.2 - - - 11.8 - - - - 36.4 - - - I C D 11.8 - - - - 42.8 - - - E 30.8 ---- 37.3 30.8 - - - - 39.7 - - - I F Ri 31.8 - - - - 39.5 - - - R2 31.8 - - - - 39.4 - - - R3 31.8 - - - - 39.5 - - - I R4 31.8 - - - - 39.4 - - - R5 31.8 - - - - 39.5 - - - R6 31.8 - - - - 39.4 - - - R7 31.8 - - - - 39.5 - - - I R8 31.8 - - - - 39.4 - - - R9 31.8 - - - - 39.5 - - - RiO 31.8 - - - - 39.4 - - - I Rll 31.8 - - - - 39.5 - - - I R12 31.8 - - - - 39.4 - - - I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 8/7/2009 LIFE TECHNOLOGIES CP18\CALCULATIONS\1ST FLOOR PENDENTS.SDF JOB TITLE: 1st Floor Pendent Protection I NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (PSI) (GPM) I (FT) R13 31.8 - - - - 39.5 - - - R14 31.8 - - - - 39.4 - - - I R15 31.8 - - - - 39.5 - - - R16 31.8 - - - - 39.4 - - - R17 31.8 - - - 39.5 - - - 31.8 - - - - 39.4 - - - I R18 R19 31.8 - - - - 39.5 - - - R20 31.8 - - - - 39.4 - - - R21 31.8 - - - - 39.5 - - - I R22 31.8 - - - - 39.4 - - - R23 31.8 - - - - 39.5 - - - R24 31.8 - - - - 39.4 - - - 31.8 - - - - 39.5 - - - I R25 R26 31.8 - - - - 39.4 - - - R27 31.8 - - - - 39.5 - - - l R28 R29 31.8 31.8 - - - - 39.4 - - - - - - - 39.5 - - - R30 31.8 - - - - 39.4 - - - R31 31.8 - - - - 39.5 - - - I R32 31.8 - - - - 39.4 - - - R33 31.8 - - - - 39.5 - - - R34 31.8 - - - - 39.3 - - - 31.8 - - - - 39.5 - - - I R35 R36 31.8 - - - - 39.3 - - - R37 31.8 - - - - 39.5 - - - R38 31.8 - - - - 39.3 - - - I R39 31.8 - - - - 39.5 - - - R40 31.8 - - - - 39.3 - - - R41 31.8 - - - - 39.5 - - - R42 31.8 - - - - 39.3 - - - I R43 31.8 - - - - 39.5 - - - R44 31.8 - - - - 39.4 - - - R45 31.8 - - - - 39.5 - - - I R46 31.8 - - - 39.4 - - - R47 31.8 - - - - 39.5 - - - R48 31.8 - - - - 39.4 - - - I R49 31.8 - - - - 39.5 - - - R50 31.8 - - - - 39.4 - - - Ml 30.8 - - - - 39.9 - - - M2 30.8 - - - - 39.9 - - - I M3 30.8 - - - - 39.9 - - - M4 30.8 - - - - 39.9 - - - M5 30.8 - - - - 39.9 - - - I M6 30.8 - - - - 39.9 - - - M7 30.8 - - - - 39.9 - - - M8 30.8 - - - - 39.9 - - - M9 30.8 - - - - 39.9 - - - I M10 30.8 - - - - 39.9 - - - M11 30.8 - - - - 39.9 - - - M12 30.8 - - - - 39.9 - - - I N13 30.8 - - - - 39.9 - - - M14 30.8 - - - - 39.9 - - - I M17 M18 M19 I M20 M21 M22 M23 I M24 M25 M26 I M27 M28 M29 I M30 M31 M32 M33 I M34 M35 M36 l M37 M38 M39 M40 I M41 M42 M43 I M44 M45 M46 I M47 M48 M49 M50 I TOR BOR DI I UG4 UGS UG 6 UG7 I BF1 B F2 I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 8/7/2009 LIFE TECHNOLOGIES CP18\CALCULATIONS\1ST FLOOR PENDENTS.SDF JOB TITLE: 1st Floor Pendent Protection NODE ANALYSIS DATA NODE TAG ELEVATION I M15 N16 NODE TYPE PRESSURE DISCHARGE (PSI) (GPM) 30.8 - - - - 39.9 - - - 30.8 - - - - 39.9 - - - 30.8 - - - - 39.9 - - - 30.8 - - - 39.8 - - - 30.8 - - - - 39.9 - - - 30.8 - - - - 39.8 - - - 30.8 - - - - 39.9 - - - 30.8 - - - - 39.8 - - - 30.8 - - - - 39.9 - - - 30.8 - - - - 39.8 - - - 30.8 - - - - 39.9 - - - 30.8 - - - - 39.8 - - - 30.8 - - - - 39.9 - - - 30.8 - - - - 39.8 - - - 30.8 - - - - 39.9 - - - 30.8 - - - - 39.8 - - - 30.8 - - - - 39.9 - - - 30.8 - - - - 39.8 - - - 30.8 - - - - 39.9 - - - 30.8 - - - - 39.8 - - - 30.8 - - - - 39.9 - - - 30.8 - - - - 39.7 - - - 30.8 - - - - 39.9 - - - 30.8 - - - - 39.7 - - - 30.8 - - - - 39.9 - - - 30.8 - - - - 39.7 - - - 30.8 - - - - 39.9 - -.- 30.8 - - - - 39.7 - - - 30.8 - - - - 39.9 - - - 30.8 - - - - 39.8 - - - 30.8 - - - - 40.0 - - - 30.8 - - - - 39.8 - - - 30.8 - - - - 40.0 - - - 30.8 - - - - 39.8 - - - 30.8 - - - - 40.0 - - - 30.8 - - - - 39.8 - - - 30.8 - - - - 40.0 - - - 0.5 - - - - 53.3 - - - -3.0 - - - - 54.8 - - - -3.0 - - - - 54.8 - - - -3.0 - - - - 54.9 - - - -3.0 - - - - 64.9 - - - -3.0 - - - - 64.9 - - - 3.0 - - - - 52.3 - - - 3.0 - - - - 62.3 - - - 0.0 SOURCE 63.7 178.3 SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 8/7/2009 I SPRINKLER LIFE TECHNOLOGIES CP18\CALCULATIONS\1ST FLOOR PENDENTS.SDF JOB TITLE: 1st Floor Pendent Protection PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. I END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) I Pipe: 1 -14.8 1.408 PL 10.00 PF 0.2 • S10 11.0 5.2 8.0 14.8 3.0 120 FTG ---- PE 0.0 Sil 11.0 5.2 8.2 14.9 0.018 TL 10.00 PV I Pipe: 2 -29.7 1.408 PL 2.42 PF 0.6 - Sil 11.0 5.2 8.2 14.9 6.1 120 FTG T PE -1.5 T3 14.5 0.0 7.3 0.0 0.064 TL 9.04 PV I Pipe: 2A -14.9 1.408 PL 6.17 PF 0.1 S12 11.0 5.2 8.2 14.9 3.1 120 FTG ---- PE 0.0 I S13 11.0 5.2 8.3 15.0 0.018 TL 6.17 PV Pipe: 3 -29.9 1.408 PL 1.42 PF 0.5 11.0 5.2 8.3 15.0 6.2 120 FTG T PE -1.5 I S13 T3 14.5 0.0 7.3 0.0 0.065 TL 8.04 PV Pipe: 4 -14.5 1.408 PL 10.00 PF 0.2 11.0 5.2 7.7 14.5 3.0 120 FTG ---- PE 0.0 I S14 S15 11.0 5.2 7.9 14.6 0.017 TL 10.00 PV • Pipe: 5 -29.1 1.408 PL 2.42 PF 0.6 S15 11.0 5.2 7.9 14.6 6.0 120 FTG T PE -1.5 T4 14.5 0.0 6.9 0.0 0.062 TL 9.04 PV I Pipe: 6 -13.8 1.408 PL 6.50 PF 0.1 U S16 11.0 5.2 7.0 13.8 2.8 120 FTG ---- PE 0.0 S17 11.0 5.2 7.1 13.9 0.016 TL 6.50 PV I Pipe: 7 -27.7 1.408 PL 6.17 PF 0.3 S17 11.0 5.2 7.1 13.9 5.7 120 FTG ---- PE 0.0 S18 11.0 5.2 7.4 14.2 0.057 TL 6.17 PV I Pipe: 8 -41.9 1.408 PL 1.42 PF 1.0 S18 11.0 5.2 7.4 14.2 8.6 120 FTG T PE -1.5 1 T4 14.5 0.0 6.9 0.0 0.122 TL 8.04 PV Pipe: 9 -15.8 1.408 PL 5.83 PF 0.1 S19 11.0 5.2 9.2 15.8 3.2 120 FTG ---- PE 0.0 I S20 11.0 5.2 9.3 15.9 0.020 TL 5.83 PV Pipe: 10 -31.6 1.408 PL 5.17 PF 0.4 I S20 11.0 5.2 9.3 15.9 6.5 120 FTG ---- PE 0.0 S21 11.0 5.2 9.6 16.2 0.072 TL 5.17 PV I Pipe: 11 -47.8 1.408 PL 2.42 PF 1.4 S21 11.0 5.2 9.6 16.2 9.9 120 FTG T PE -1.5 T5 14.5 0.0 9.5 0.0 0.156 TL 9.04 PV I I SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 8/7/2009 I SPRINKLER LIFE TECHNOLOGIES CP18\CALCULATIONS\1ST FLOOR PENDENTS.SDF JOB TITLE: 1st Floor Pendent Protection PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) I Pipe: 13 -59.6 1.408 FL 1.00 Pr 1.8 T3 14.5 0.0 7.3 0.0 12.3 120 FTG T PE 0.4 A 13.5 0.0 9.5 0.0 0.234 TL 7.62 PV Pipe: 14 -70.9 1.408 FL 1.00 Pr 2.5 14.5 0.0 6.9 0.0 14.6 120 FTG T PE 0.4 I T4 B 13.5 0.0 9.8 0.0 0.323 TL 7.62 PV Pipe: 14A -47.8 1.408 FL 1.00 FE' 1.2 I T5 14.5 0.0 9.5 0.0 9.9 120 FTG T PE 0.4 Bi 13.5 0.0 11.2 0.0 0.156 TL 7.62 PV I Pipe: 15 -59.6 2.203 FL 12.00 Pr 0.3 A 13.5 0.0 9.5 0.0 5.0 120 FTG ---- PE 0.0 B 13.5 0.0 9.8 0.0 0.026 TL 12.00 PV I Pipe: 16 -130.5 2.203 FL 12.00 Pr 1.4 B 13.5 0.0 9.8 0.0 11.0 120 FTG ---- PE 0.0 Bl 13.5 0.0 11.2 0.0 0.113 TL 12.00 PV Pipe: 16A -178.3 2.203 PL 94.58 Pr 24.5 B1 13.5 0.0 11.2 0.0 15.0 120 FTG 4E PE 0.8 I C11.8 0.0 36.4 0.0 0.201 TL 121.86 PV Pipe: 17 -178.3 2.703 PL 68.17 Pr 6.4 C 11.8 0.0 36.4 0.0 10.0 120 FTG 2E FE 0.0 I D 11.8 0.0 42.8 0.0 0.074 TL 86.82 PV Pipe: 18 -178.3 2.703 FL 18.25 Pr 2.7 11.8 0.0 42.8 0.0 10.0 120 FTG 2E PE -8.2 I D B 30.8 0.0 37.3 0.0 0.074 TL 36.90 PV - Pipe: 19 -178.3 2.703 FL 13.50 Pr 2.4 I B 30.8 0.0 37.3 0.0 10.0 120 FTG T PE 0.0 F 30.8 0.0 39.7 0.0 0.074 TL 32.15 PV • Pipe: 20 4.3 2.157 PL 136.33 Pr 0.0 Ri 31.8 0.0 39.5 0.0 0.4 120 FTG 2T PE 0.0 R2 31.8 0.0 39.4 0.0 0.000 TL 160.33 PV I Pipe: 21 4.3 2.157 FL 136.33 Pr 0.0 R3 31.8 0.0 39.5 0.0 0.4 120 FTG 2T PE 0.0 R4 31.8 0.0 39.4 0.0 0.000 TL 160.33 PV I Pipe: 22 4.3 2.157 PL 136.33 FE' 0.0 R5 31.8 0.0 39.5 0.0 0.4 120 FTG 2T PE 0.0 I R6 31.8 0.0 39.4 0.0 0.000 TL 160.33 PV Pipe: 23 4.4 2.157 PL 136.33 FE' 0.0 _ R7 31.8 0.0 39.5 0.0 0.4 120 FTG 2T PE 0.0 R8 31.8 0.0 39.4 0.0 0.000 TL 160.33 PV I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 8/7/2009 LIFE TECHNOLOGIES CP18\CALCULATIONS\1ST FLOOR PENDENTS.SDF JOB TITLE: 1st Floor Pendent Protection PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) I Pipe: 24 4.4 2.157 PL 136.33 PF 0.0 R9 31.8 0.0 39.5 0.0 0.4 120 FTG 2T FE 0.0 RiO 31.8 0.0 39.4 0.0 0.000 TL 160.33 PV Pipe: 25 4.5 2.157 FL 136.33 PF 0.0 Rll 31.8 0.0 39.5 0.0 0.4 120 FTG 2T PE 0.0 R12 31.8 0.0 39.4 0.0. 0.000 TL 160.33 PV Pipe: 26 4.7 2.157 PL 136.33 PF 0.0 I R13 31.8 0.0 39.5 0.0 0.4 120 FTG 2T PE 0.0 R14 31.8 0.0 39.4 0.0 0.000 TL 160.33 PV I Pipe: 27 4.8 2.157 PL 136.33 PF 0.0 R15 31.8 0.0 39.5 0.0 0.4 120 FTG 2T PE 0.0 R16 31.8 0.0 39.4 0.0 0.000 TL 160.33 PV 1 Pipe: 28 5.1 2.157 FL 136.33 PF 0.0 - R17 31.8 0.0 39.5 0.0 0.4 120 FTG 2T PE 0.0 R18 31.8 0.0 39.4 0.0 0.000 TL 160.33 PV I Pipe: 29 5.4 2.157 PL 136.33 PF 0.1 R19 31.8 0.0 39.5 0.0 0.5 120 FTG 2T PE 0.0 I R20 31.8 0.0 39.4 0.0 0.000 TL 160.33 PV Pipe: 30 5.7 2.157 PL 136.33 PF 0.1 R21 31.8 0.0 39.5 0.0 0.5 120 FTG 2T FE 0.0 R22 31.8 0.0 39.4 0.0 0.000 TL 160.33 PV Pipe: 31 6.1 2.157 PL 136.33 PF 0.1 R23 31.8 0.0 39.5 0.0 0.5 120 FTG 2T PE 0.0 I R24 31.8 0.0 39.4 0.0 0.000 TL 160.33 PV • Pipe: 32 6.5 2.157 FL 136.33 PF 0.1 ' R25 31.8 0.0 39.5 0.0 0.6 120 FTG 2T PE 0.0 R26 31.8 0.0 39.4 0.0 0.000 TL 160.33 PV • Pipe: 33 7.1 2.15.7 FL 136.33 PF 0.1 R27 31.8 0.0 39.5 0.0 0.6 120 FTG 2T FE 0.0 R28 31.8 0.0 39.4 0.0 0.001 TL 160.33 PV I Pipe: 34 7.6 2.157 FL 136.33 PF 0.1 R29 31.8 0.0 39.5 0.0 0.7 120 FTG 2T FE 0.0 R30 31.8 0.0 39.4 0.0 0.001 TL 160.33 PV I Pipe: 35 8.3 2.157 FL 136.33 PF 0.1 R31 31.8 0.0 39.5 0.0 0.7 120 FTG 2T PS 0.0 R32 31.8 0.0 39.4 0.0 0.001 TL 160.33 PV Pipe: 36 9.1 2.157 FL 136.33 PF 0.1 R33 31.8 0.0 39.5 0.0 0.8 120 FTG 2T PE 0.0 R34 I I 31.8 0.0 39.3 0.0 0.001 TL 160.33 PV SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 8/7/2009 I SPRINKLER LIFE TECHNOLOGIES CP18\CALCULATIONS\1ST FLOOR PENDENTS.SDF JOB TITLE: 1st Floor Pendent Protection PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) I Pipe: 37 9.9 2.157 PL 136.33 PF 0.2 R35 31.8 0.0 39.5 0.0 0.9 120 FTG 2T PE 0.0 R36 31.8 0.0 39.3 0.0 0.001 TL 160.33 PV Pipe: 38 10.2 2.157 PL 136.33 PF 0.2 31.8 0.0 39.5 0.0 0.9 120 FTG 2T PE 0.0 I R37 R38 31.8 0.0 39.3 0.0 0.001 TL 160.33 PV Pipe: 39 10.0 2.157 PL 136.33 PF 0.2 I R39 31.8 0.0 39.5 0.0 0.9 120 FTG 2T PE 0.0 R40 31.8 0.0 39.3 0.0 0.001 TL 160.33 PV 40 10.0 2.157 PL 136.33 PF 0.2 I Pipe: R41 31.8 0.0 39.5 0.0 0.9 120 FTG 2T PE 0.0 R42 31.8 0.0 39.3 0.0 0.001 TL 160.33 PV 1 Pipe: 41 10.1 2.157 PL 105.00 PF 0.1 R43 31.8 0.0 39.5 0.0 0.9 120 FTG 2T PE 0.0 R44 31.8 0.0 39.4 0.0 0.001 TL 129.00 PV I Pipe: 42 10.3 2.157 PL 105.00 PF 0.1 R45 31.8 0.0 39.5 0.0 0.9 120 FTG 2T PE 0.0 R46 31.8 0.0 39.4 0.0 0.001 TL 129.00 PV Pipe: 43 10.5 2.157 PL 105.00 PF 0.2 R47 31.8 0.0 39.5 0.0 0.9 120 FTG 2T PE 0.0 I R48 31.8 0.0 39.4 0.0 0.001 TL 129.00 PV Pipe: 44 10.8 2.157 PL 105.00 PF 0.2 31.8 0.0 39.5 0.0 0.9 120 FTG 2T PE 0.0 I R49 R50 31.8 0.0 39.4 0.0 0.001 TL 129.00 PV Pipe: 45 -4.3 2.157 PL 2.00 PF 0.0 I Ri 31.8 0.0 39.5 0.0 0.4 120 FTG T PE 0.4 Ml 30.8 0.0 39.9 0.0 0.000 TL 14.00 PV I Pipe: 46 4.3 2.157 PL 2.00 PF 0.0 R2 31.8 0.0 39.4 0.0 0.4 120 FTG T PE 0.4 M2 30.8 0.0 39.9 0.0 0.000 TL 14.00 PV I Pipe: 47 -4.3 2.157 PL 2.00 PF 0.0 R3 31.8 0.0 39.5 0.0 0.4 120 FTG T PE 0.4 M3 30.8 0.0 39.9 0.0 0.000 TL 14.00 PV I Pipe: 48 4.3 2.157 PL 2.00 PF 0.0 R4 31.8 0.0 39.4 0.0 0.4 120 FTG T PE 0.4 I M4 30.8 0.0 39.9 0.0 0.000 TL 14.00 PV Pipe: 49 -4.3 2.157 PL 2.00 PF 0.0 31.8 0.0 39.5 0.0 0.4 120 FTG T PE 0.4 I RS M5 I 30.8 0.0 39.9 0.0 0.000 TL 14.00 PV SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 8/7/2009 I SPRINKLER LIFE TECHNOLOGIES CF18\CALCULATIONS\1ST FLOOR PENDENTS.SDF JOB TITLE: 1st Floor Pendent Protection PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) I Pipe: 50 4.3 2.157 PL 2.00 PF 0.0 R6 31.8 0.0 39.4 0.0 0.4 120 FTG T PE 0.4 I M6 30.8 0.0 39.9 0.0 0.000 TL 14.00 PV Pipe: 51 -4.4 2.157 PL 2.00 PF 0.0 31.8 0.0 39.5 0.0 0.4 120 FTG T FE 0.4 I R7 N7 30.8 0.0 39.9 0.0 0.000 TL 14.00 PV Pipe: 52 4.4 2.157 FL 2.00 PF 0.0 I R8 31.8 0.0 39.4 0.0 0.4 120 FTG T PE 0.4 M8 30.8 0.0 39.9 0.0 0.000 TL 14.00 PV I Pipe: 53 -4.4 2.157 FL 2.00 PF 0.0 R9 31.8 0.0 39.5 0.0 0.4 120 FTG T PE 0.4 M9 30.8 0.0 39.9 0.0 0.000 TL 14.00 PV Pipe: 54 4.4 2.157 FL 2.00 PF 0.0 - RiO 31.8 0.0 39.4 0.0 0.4 120 FTG T PE 0.4 M10 30.8 0.0 39.9 0.0 0.000 TL 14.00 PV I Pipe: 55 -4.5 2.157 PL 2.00 PF 0.0 Rll 31.8 0.0 39.5 0.0 0.4 120 FTG T PE 0.4 I Nil 30.8 0.0 39.9 0.0 0.000 TL 14.00 PV Pipe: 56 4.5 2.157 PL 2.00 PF 0.0 R12 31.8 0.0 39.4 0.0 0.4 120 FTG T PE 0.4 M12 30.8 0.0 39.9 0.0 0.000 TL 14.00 PV Pipe: 57 -4.7 2.157 FL 2.00 PF 0.0 31.8 0.0 39.5 0.0 0.4 120 FTG T PE 0.4 I R13 N13 30.8 0.0 39.9 0.0 0.000 TL 14.00 PV - Pipe: 58 4.7 2.157 PL 2.00 PF 0.0 I R14 31.8 0.0 39.4 0.0 0.4 120 FTG T PE 0.4 M14 30.8 0.0 39.9 0.0 0.000 TL 14.00 PV I Pipe: 59 -4.8 2.157 FL 2.00 PF 0.0 R15 31.8 0.0 39.5 0.0 0.4 120 FTG T FE 0.4 M15 30.8 0.0 39.9 0.0 0.000 TL 14.00 PV I Pipe: 60 4.8 2.157 FL 2.00 PF 0.3 R16 31.8 0.0 39.4 0.0 0.4 120 FTG T PE 0.4 M16 30.8 0.0 39.9 0.0 0.000 TL 14.00 PV I Pipe: 61 -5.1 2.157 FL 2.00 PF 0.0 R17 31.8 0.0 39.5 0.0 0.4 120 FTG T FE 0.4 I M17 30.8 0.0 39.9 0.0 0.000 TL 14.00 PV Pipe: 62 5.1 2.157 FL 2.00 PF 0.0 R18 31.8 0.0 39.4 0.0 0.4 120 FTG T FE 0.4 M18 I I 30.8 0.0 39.8 0.0 0.000 TL 14.00 PV I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 8/7/2009 LIFE TECHNOLOGIES CP18\CALCULATIONS\1ST FLOOR PENDENTS.SDF JOB TITLE: 1st Floor Pendent Protection PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. I NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 63 -5.4 2.157 PL 2.00 PF 0.0 R19 31.8 0.0 39.5 0.0 0.5 120 FTG T PE 0.4 N19 30.8 0.0 39.9 0.0 0.000 TL 14.00 PV Pipe: 64 5.4 2.157 PL 2.00 PF 0.0 31.8 0.0 39.4 0.0 0.5 120 FTG T PE 0.4 I R20 M20 30.8 0.0 39.8 0.0 0.000 TL 14.00 PV Pipe: 65 -5.7 2.157 PL 2.00 PF 0.0 I R21 31.8 0.0 39.5 0.0 0.5 120 FTG T PE 0.4 M21 30.8 0.0 39.9 0.0 0.000 TL 14.00 PV 66 5.7 2.157 PL 2.00 PF 0.0 I Pioe: R22 31.8 0.0 39.4 0.0 0.5 120 FTG T PE 0.4 M22 30.8 0.0 39.8 0.0 0.000 TL 14.00 PV I Pipe: 67 -6.1 2.157 PL 2.00 PF 0.0 - R23 31.8 0.0 39.5 0.0 0.5 120 FTG T PE 0.4 M23 30.8 0.0 39.9 0.0 0.000 TL 14.00 PV I Pipe: 68 6.1 2.157 PL 2.00 PF 0.0 R24 31.8 0.0 39.4 0.0 0.5 120 FTG T PE 0.4 I M24 30.8 0.0 39.8 0.0 0.000 TL 14.00 PV Pipe: 69 -6.5 2.157 PL 2.00 PF 0.0 R25 31.8 0.0 39.5 0.0 0.6 120 FTG T PE 0.4 I M25 30.8 0.0 39.9 0.0 0.000 TL 14.00 PV Pipe: 70 6.5 2.157 PL 2.00 PF 0.0 31.8 0.0 39.4 0.0 0.6 120 FTG T PE 0.4 I R26 M26 30.8 0.0 39.8 0.0 0.000 TL 14.00 PV • Pipe: 71 -7.1 2.157 PL 2.00 PF 0.0 I R27 31.8 0.0 39.5 0.0 0.6 120 FTG T PE 0.4 M27 30.8 0.0 39.9 0.0 0.001 TL 14.00 PV I Pipe: 72 7.1 2.157 PL 2.00 PF 0.0 • R28 31.8 0.0 39.4 0.0 0.6 120 FTG T PE 0.4 M28 30.8 0.0 39.8 0.0 0.001 TL 14.00 PV I Pipe: 73 -7.6 2.157 PL 2.00 PF 0.0 R29 31.8 0.0 39.5 0.0 0.7 120 FTG T PE 0.4 M29 30.8 0.0 39.9 0.0 0.001 TL 14.00 PV I Pipe: 74 7.6 2.157 PL 2.00 PF 0.0 R30 31.8 0.0 39.4 0.0 0.7 120 FTG T PE 0.4 I M30 30.8 0.0 39.8 0.0 0.001 TL 14.00 PV Pipe: 75 -8.3 2.157 PL 2.00 PF 0.0 R31 31.8 0.0 39.5 0.0 0.7 120 FTG T PE 0.4 I I M31 30.8 0.0 39.9 0.0 0.001 TL 14.00 PV I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 8/7/2009 LIFE TECHNOLOGIES CP18\CALCULATIONS\1ST FLOOR PENDENTS.SDF JOB TITLE: 1st Floor Pendent Protection PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. FT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) I Pipe: 76 8.3 2.157 PL 2.00 PF 0.0 R32 31.8 0.0 39.4 0.0 0.7 120 FTG T PE 0.4 . M32 30.8 0.0 39.8 0.0 0.001 TL 14.00 PV Pipe: 77 -9.1 2.157 PL 2.00 PF 0.0 I R33 M33 31.8 30.8 0.0 0.0 39.5 39.9 0.0 0.0 0.8 120 0.001 FTG TL T 14.00 FE PV 0.4 Pipe: 78 9.1 2.157 PL 2.00 PF 0.0 I R34 31.8 0.0 39.3 0.0 0.8 120 FTG T FE 0.4 M34 30.8 0.0 39.8 0.0 0.001 TL 14.00 PV 79 -9.9 2.157 PL 2.00 PF 0.0 I Pipe: R35 31.8 0.0 39.5 0.0 0.9 120 FTG T FE 0.4 M35 30.8 0.0 39.9 0.0 0.001 TL 14.00 PV Pipe: 80 9.9 2.157 FL 2.00 PF 0.0 • R36 31.8 0.0 39.3 0.0 0.9 120 FTG T FE 0.4 M36 30.8 0.0 39.7 Pipe: 81 R37 31.8 0.0 39.5 I M37 30.8 0.0 39.9 Pipe: 82 R38 31.8 0.0 39.3 I M38 . 30.8 0.0 39.7 U Pipe: 83 31.8 0.0 39.5 I R39 M39 30.8 0.0 39.9 84 I Pipe: R40 31.8 0.0 39.3 M40 30.8 0.0 39.7 85 I Pipe: R41 31.8 0.0 39.5 M41 30.8 0.0 39.9 Pipe: 86 R42 31.8 0.0 39.3 M42 30.8 0.0 39.7 I Pipe: 87 R43 31.8 0.0 39.5 U M43 30.8 0.0 39.9 Pipe: 88 31.8 0.0 39.4 I R44 M44 U 30.8 0.0 39.8 0.0 0.001 TL 14.00 PV -10.2 2.157 FL 2.00 PF 0.0 0.0 0.9 120 FTG T FE 0.4 0.0 0.001 TL 14.00 PV 10.2 2.157 FL 2.00 FE 0.0 0.0 0.9 120 FTG T PE 0.4 0.0 0.001 TL 14.00. PV -10.0 2.157 FL 2.00 FE 0.0 0.0 0.9 120 FTG T FE 0.4 0.0 0.001 TL 14.00 PV 10.0 2.157 PL 2.00 PF 0.0 0.0 0.9 120 FTG T FE 0.4 0.0 0.001 TL 14.00 PV -10.0 2.157 FL 2.00 FE 0.0 0.0 0.9 120 FTG T FE 0.4 0.0 0.001 TL 14.00 PV 10.0 2.157 FL 2.00 PE 0.0 0.0 0.9 120 FTG T FE 0.4 0.0 0.001 TL 14.00 PV -10.1 2.157 FL 2.00 PF 0.0 0.0 0.9. 120 FTG T FE 0.4 0.0 0.001 TL 14.00 FV 10.1 2.157 FL 2.00 FE 0.0 0.0 0.9 120 FTG T FE 0.4 0.0 0.001 TL 14.00 PV SYSTEM HYDRAULIC ANALYSIS Page 12 DATE: 8/7/2009 U SPRINKLER LIFE TECHNOLOGIES CP18\CALCULATIONS\1ST FLOOR PENDENTS.SDF JOB TITLE: 1st Floor Pendent Protection PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) I Pipe: 89 -10.3 2.157 FL 2.00 PF 0.0 R45 31.8 0.0 39.5 0.0 0.9 120 FTG T PE 0.4 I M45 30.8 0.0 40.0 0.0 0.001 TL 14.00 PV Pipe: 90 10.3 2.157 FL 2.00 PF 0.0 I R46 M46 31.8 30.8 0.0 0.0 39.4 39.8 0.0 0.0 0.9 120 0.001 FTG TL T 14.00 PE PV 0.4 Pipe: 91 -10.5 2.157 FL 2.00 PF 0.0 I R47 31.8 0.0 39.5 0.0 0.9 120 FTG T PE 0.4 M47 30.8 0.0 40.0 0.0 0.001 TL 14.00 PV • Pipe: 92 10.5 2.157 FL 2.00 PP 0.0 • R48 31.8 0.0 39.4 0.0 0.9 120 FTG T PE 0.4 M48 30.8 0.0 39.8 0.0 0.001 TL 14.00 PV I Pipe: 93 -10.8 2.157 PL 2.00 PP 0.0 R49 31.8 0.0 39.5 0.0 0.9 120 FTG T PE 0.4 M49 30.8 0.0 40.0 0.0 0.001 TL 14.00 PV I Pipe: 94 10.8 2.157 PL 2.00 PP 0.0 R50 31.8 0.0 39.4 0.0 0.9 120 FTG T PE 0.4 I M50 30.8 0.0 39.8 0.0 0.001 TL 14.00 PV Pipe: 95 -4.3 6.357 PL 10.00 PP 0.0 Ml 30.8 0.0 39.9 0.0 0.0 120 FTG ---- PE 0.0 I M3 30.8 0.0 39.9 0.0 0.000 TL 10.00 PV Pipe: 96 -8.6 6.357 FL 10.00 PF 0.0 30.8 0.0 39.9 0.0 0.1 120 FTG ---- PE 0.0 I M3 MS 30.8 0.0 39.9 0.0 0.000 TL 10.00 PV - Pipe: 97 -12.9 6.357 PL 10.00 PP 0.0 I MS 30.8 0.0 39.9 0.0 0.1 120 FTG ---- PE 0.0 M7 30.8 0.0 39.9 0.0 0.000 TL 10.00 PV • Pipe: 98 -17.3 6.357 PL 10.00 PF 0.0 • M7 30.8 0.0 39.9 0.0 0.2 120 FTG ---- PE 0.0 M9 30.8 0.0 39.9 0.0 0.000 TL 10.00 PV I Pipe: 99 -21.7 6.357 FL 10.00 PF 0.0 M9 30.8 0.0 39.9 0.0 0.2 120 FTG ---- PE 0.0 Mil 30.8 0.0 39.9 0.0 0.000 TL 10.00 PV I Pipe: 100 -26.2 6.357 FL 10.00 PP 0.0 Mil 30.8 0.0 39.9 0.0 0.3 120 FTG ---- FE 0.0 I M13 30.8 0.0 39.9 0.0 0.000 TL 10.00 PV Pipe: 101 -30.9 6.357 FL 10.00 PF 0.0 M13 30.8 0.0 39.9 0.0 0.3 120 FTG ---- PE 0.0 I I MiS 30.8 0.0 39.9 0.0 0.000 TL 10.00 PV SYSTEM HYDRAULIC ANALYSIS Page 13 DATE: 8/7/2009 I SPRINKLER LIFE TECHNOLOGIES CP18\CALCULATIONS\1ST FLOOR PENDENTS.SDF JOB TITLE: 1st Floor Pendent Protection I PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) I Pipe: 102 -35.7 6.357 PL 10.00 PF 0.0 M15 30.8 0.0 39.9 0.0 0.4 120 FTG ---- PE 0.0 I M17 30.8 0.0 39.9 0.0 0.000 TL 10.00 PV Pipe: 103 -40.8 6.357 PL 10.00 PF 0.0 M17 30.8 0.0 39.9 0.0 0.4 120 FTG ---- PE 0.0 I M19 30.8 0.0 39.9 0.0 0.000 TL 10.00 PV Pipe: 104 -46.2 6.357 PL 10.00 PF 0.0 30.8 0.0 39.9 0.0 0.5 120 FTG ---- PE 0.0 I N19 M21 30.8 0.0 39.9 0.0 0.000 TL 10.00 PV 105 -51.8 6.357 PL 10.00 PF 0.0 I Pipe: M21 30.8 0.0 39.9 0.0 0.5 120 FTG ---- PE 0.0 M23 30.8 0.0 39.9 0.0 0.000 TL 10.00 PV I Pipe: 106 -57.9 6.357 PL 10.00 PF 0.0 M23 30.8 0.0 39.9 0.0 0.6 120 FTG ---- PE 0.0 M25 30.8 0.0 39.9 0.0 0.000 TL 10.00 PV I Pipe: 107 -64.5 6.357 PL 10.00 PF 0.0 M25 30.8 0.0 39.9 0.0 0.7 120 FTG ---- PE 0.0 I M27 30.8 0.0 39.9 0.0 0.000 TL 10.00 PV Pipe: 108 -71.5 6.357 PL 10.00 PF 0.0 M27 30.8 0.0 39.9 0.0 0.7 120 FTG ---- PE 0.0 M29 30.8 0.0 39.9 0.0. .0.000 TL 10.00 PV Pipe: 109 -79.2 6.357 PL 10.00 PF 0.0 • M29 30.8 0.0 39.9 0.0 0.8 120 FTG ---- PE 0.0 M31 30.8 0.0 39.9 0.0 0.000 TL 10.00 PV Pipe: 110 -87.5 6.357 PL 10.00 PF 0.0 I N31 30.8 0.0 39.9 0.0 0.9 120 FTG ---- PE 0.0 M33 30.8 0.0 39.9 0.0 0.000 TL 10.00 PV 111 -96.5 6.357 PL 10.00 PF 0.0 I Pipe: M33 30.8 0.0 39.9 0.0 1.0 120 FTG ---- PE 0.0 M35 30.8 0.0 39.9 0.0 0.000 TL 10.00 PV I Pipe: 112 -106.4 6.357 PL 10.00 PF 0.0 M35 30.8 0.0 39.9 0.0 1.1 120 FTG ---- PE 0.0 M37 30.8 0.0 39.9 0.0 0.000 TL 10.00 PV I . Pipe: 113 -116.6 6.357 PL 10.00 PF 0.0 M37 30.8 0.0 39.9 0.0 1.2 120 FTG ---- PE 0.0 I M39 30.8 0.0 39.9 0.0 0.001 TL 10.00 PV Pipe: 114 -126.7 6.357 PL 10.00 PF 0.0 M39 30.8 0.0 39.9 0.0 1.3 120 FTG ---- PE 0.0 I M41 30.8 0.0 39.9 0.0 0.001 TL 10.00 PV SYSTEM HYDRAULIC ANALYSIS Page 14 DATE: 8/7/2009 I SPRINKLER LIFE TECHNOLOGIES C218\CALCULATIONS\1ST FLOOR PENDENTS.SDF JOB TITLE: 1st Floor Pendent Protection I PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) I Pipe: 115 -136.6 6.357 PL 10.00 PF 0.0 M41 30.8 0.0 39.9 0.0 1.4 120 FTG ---- PE 0.0 I M43 30.8 0.0 39.9 0.0 0.001 TL 10.00 PV Pipe: 116 -146.8 6.357 PL 10.00 PF 0.0 M43 30.8 0.0 39.9 0.0 1.5 120 FTG ---- PE 0.0 M45 30.8 0.0 40.0 0.0 0.001 TL 10.00 PV Pipe: 117 -157.0 6.357 PL 10.00 PF 0.0 30.8 0.0 40.0 0.0 1.6 120 FTG ---- PE 0.0 I M45 M47 30.8 0.0 40.0 0.0 0.001 TL 10.00 PV 118 -167.5 6.357 PL 10.00 PF 0.0 I Pipe: M47 30.8 0.0 40.0 0.0 1.7 120 FTG ---- PE 0.0 M49 30.8 0.0 40.0 0.0 0.001 TL 10.00 PV Pipe: 119 4.3 4.260 PL 10.00 PF 0.0 • M2 30.8 0.0 39.9 0.0 0.1 120 FTG ---- PE 0.0 M4 30.8 0.0 39.9 0.0 0.000 TL 10.00 PV Pipe: 120 8.6 4.260 PL 10.00 PF 0.0 M4 30.8 0.0 39.9 0.0 0.2 120 FTG ---- PE 0.0 I M6 30.8 0.0 39.9 0.0 0.000 TL 10.00 PV Pipe: 121 12.9 4.260 PL 10.00 PF 0.0 M6 30.8 0.0 39.9 0.0 0.3 120 FTG ---- PE 0.0 MS 30.8 0.0 39.9 0.0- 0.000 TL 10.00 PV Pipe: 122 17.3 4.260 PL 10.00 PF 0.0 30.8 0.0 39.9 0.0 0.4 120 FTG ---- PE 0.0 I M8 M10 30.8 0.0 39.9 0.0 0.000 TL 10.00 PV Pipe: 123 21.7 4.260 PL 10.00 PF 0.0 I MiD 30.8 0.0 39.9 0.0 0.5 120 FTG ---- PE 0.0 M12 30.8 0.0 39.9 0.0 0.000 TL 10.00 PV 124 26.2 4.260 PL 10.00 PF 0.0 I Pipe: M12 30.8 0.0 39.9 0.0 0.6 120 FTG ---- PE 0.0 M14 30.8 0.0 39.9 0.0 0.000 TL 10.00 PV I Pipe: 125 30.9 4.260 PL 10.00 PF 0.0 M14 30.8 0.0 39.9 0.0 0.7 120 FTG ---- PE 0.0 M16 30.8 0.0 39.9 0.0 0.000 TL 10.00 PV I Pipe: 126 35.7 4.260 PL 10.00 PF 0.0 M16 30.8 0.0 39.9 0.0 0.8 120 FTG ---- PE 0.0 I M18 30.8 0.0 39.8 0.0 0.000 TL 10.00 PV Pipe: 127 40.8 4.260 PL 10.00 PF 0.0 MiS 30.8 0.0 39.8 0.0 0.9 120 FTG ---- PE 0.0 M20 30.8 0.0 39.8 0.0 0.001 TL 10.00 PV I 0.0 39.8 0.0 79.2 0.0 39.8 0.0 1.8 0.0 39.8 0.0 0.0 39.8 0.0 39.8 0.0 39.8 0.0 39.7 0.0 39.7 0.0 39.7 0.0 39.7 0.0 •39.7 0.0 39.7 0.0 39.7 0.0 39.7 0.0 39.7 0.0 39.7 0.0 39.8 87.5 0.0 2.0 0.0 96.5 0.0 2.2 0.0 106.4 0.0 2.4 0.0 -71.9 0.0 1.6 0.0 -61.7 0.0 1.4 0.0 -51.7 0.0 1.2 0.0 -41.7 0.0 0.9 0.0 SYSTEM HYDRAULIC ANALYSIS Page 15 DATE: I SPRINKLER 8/7/2009 LIFE TECHNOLOGIES CP18\CALCULATIONS\1ST FLOOR PENDENTS.SDF JOB TITLE: 1st Floor Pendent Protection I PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) I Pipe: 128 46.2 4.260 FL 10.00 PF 0.0 M20 30.8 0.0 39.8 0.0 1.0 120 FTG ---- FE 0.0 I M22 30.8 0.0 39.8 0.0 0.001 TL 10.00 PV Pipe: 129 51.8 4.260 FL 10.00 PF 0.0 I M22 M24 30.8 30.8 0.0 0.0 39.8 39.8 0.0 0.0 1.2 120 0.001 FTG TL ---- 10.00 PE PV 0.0 Pipe: 130 57.9 4.260 PL 10.00 PF 0.0 30.8 0.0 39.8 0.0 1.3 120 FTG ---- FE 0.0 I M24 M26 30.8 0.0 39.8 0.0 0.001 TL 10.00 FV 131 64.5 4.260 FL 10.00 PF 0.0 I Pipe: M26 30.8 0.0 39.8 0.0 1.5 120 FTG ---- FE 0.0 M28 30.8 0.0 39.8 0.0 0.001 TL 10.00 PV I Pipe: 132 71.5 4.260 FL 10.00 PF 0.0 M28 30.8 0.0 39.8 0.0 1.6 120 FTG ---- FE 0.0 M30 30.8 I Pipe: 133 M30 30.8 M32 30.8 I Pipe: 134 M32 30.8 I M34 30.8 Pipe: 135 30.8 I M34 M36 30.8 Pipe: 136 I M36 30.8 F 30.8 137 I Pipe: F 30.8 M38 30.8 I Pipe: 138 M38 30.8 M40 30.8 I Pipe: 139 M40 30.8 I M42 30.8 Pipe: 140 M42 30.8 M44 30.8 I 0.001 TL 10.00 PV 4.260 FL 10.00 PF 120 FTG ---- FE 0.002 TL 10.00 PV 4.260 PL 10.00 PF 120 FTG ---- PH 0.002 TL 10.00 PV 4.260 FL 10.00 PF 120 FTG ---- FE 0.003 TL 10.00 PV 4.260 FL 5.00 PF 120 FTG ---- FE 0.003 TL 5.00 PV 4.260 FL 5.00 PF 120 FTG ---- FE 0.002 TL 5.00 PV 4.260 FL 10.00 PF 120 FTG ---- FE 0.001 TL 10.00 PV 4.260 FL 10.00 PF 120 FTG ---- PE 0.001 TL 10.00 PV 4.260 FL 41.33 PF 120 FTG 2E FE 0.001 TL 67.33 PV S SI SI I S I [lice S SI I IS I I SI I I I I I S I SYSTEM HYDRAULIC ANALYSIS Page 16 DATE: 8/7/2009 I SPRINKLER LIFE TECHNOLOGIES CP18\CALCULATIONS\1ST FLOOR PENDENTS.SDF JOB TITLE: 1st Floor Pendent Protection PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) I Pipe: 141 -31.6 4.260 PL 10.00 PF 0.0 M44 30.8 0.0 39.8 0.0 0.7 120 FTG ---- PE 0.0 I M46 30.8 0.0 39.8 0.0 0.000 TL 10.00 PV Pipe: 142 -21.3 4.260 PL 10.00 PF 0.0 I M46 M48 30.8 30.8 0.0 0.0 39.8 39.8 0.0 0.0 0.5 120 0.000 FTG TL ---- 10.00 PE PV 0.0 Pipe: 143 -10.8 4.260 PL 10.00 PF 0.0 I M48 30.8 0.0 39.8 0.0 0.2 120 FTG ---- PE 0.0 M50 30.8 0.0 39.8 0.0 0.000 TL 10.00 PV 144 -178.3 6.357 PL 3.50 PF 0.1 I Pipe: M49 30.8 0.0 40.0 0.0 1.8 120 FTG 3E PE 0.0 TOR 30.8 0.0 40.0 0.0 0.001 TL 57.50 PV I Pipe: 145 -178.3 6.357 PL 30.25 PF 0.1 TOR 30.8 0.0 40.0 0.0 1.8 120 FTG ETB PE 13.1 BOR 0.5 0.0 53.3 0.0 0.001 TL 99.25 PV I Pipe: 146 -178.3 7.980 PL 10.00 PF 0.0 BOR 0.5 0.0 53.3 0.0 1.1 150 FTG 2L PE 1.5 I DI -3.0 0.0 54.8 0.0 0.000 TL 50.00 PV Pipe: 147 -178.3 7.980 PL 135.50 PF 0.1 DI -3.0 0.0 54.8 0.0 1.1 150 FTG ET PE 0.0 I UG4 -3.0 0.0 54.8 0.0 0.000 TL 215.50 PV Pipe: 148 -178.3 7.980 PL 25.50 PF 0.0 UG4 -3.0 0.0 54.8 0.0 1.1 150 FTG 2L PE 0.0 I UG5 -3.0 0.0 54.9 0.0 0.000 TL 65.50 PV Pipe: 149 -178.3 8.390 PL 6.00 PF 0.0 I UGS -3.0 0.0 54.9 0.0 1.0 140 FTG 2L PE -2.6 BF1 3.0 0.0 52.3 0.0 0.000 TL 50.00 PV Pipe: 150 FIXED PRESSURE LOSS DEVICE I BF2 3.0 0.0 62.3 0.0 10.0 psi, 178.3 gpm BF1 3.0 0.0 52.3 0.0 I Pipe: 151 -178.3 8.390 PL 6.00 PF 0.0 BF2 3.0 0.0 62.3 0.0 1.0 140 FTG 2L PE 2.6 UG6 -3.0 0.0 64.9 0.0 0.000 TL 50.00 PV I Pipe: 152 -178.3 7.980 PL 16.83 PF 0.0 UGG -3.0 0.0 64.9 0.0 1.1 150 FTG TL PE 0.0 I UG7 -3.0 0.0 64.9 0.0 0.000 TL 89.83 PV Pipe: 153 -178.3 7.980 PL 126.00 PF 0.1 UG7 -3.0 0.0 64.9 0.0 1.1 150 FTG 2ETG PE -1.3 I z 0.0 SRCE 63.7 (N/A) 0.000 TL 239.00 PV I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 17 DATE: 8/7/2009 LIFE TECHNOLOGIES CP18\CALCULATIONS\15T FLOOR PENDENTS.SDF JOB TITLE: 1st Floor Pendent Protection NOTES (HASS) I (1) Calculations were performed by the HASS 8.0 computer program under license no. 50040828 granted by HRS Systems, Inc. I 208 South Public Square Petersburg, TN 37144 I (2) The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.105 1j L, Total pressure at each node is used in balancing the system. Maximum water velocity is 15.0 ft/sec at pipe 16A. PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVlv BfyVlv GatVlv AimChk DPVlv NPTee 1.408 3.31 6.62 2.21 7.72 6.62 1.10 11.03 11.03 6.62 2.203 6.82 13.64 4.09 15.00 8.18 1.36 13.64 13.64 13.64 2.703 9.33 18.65 6.22 21.76 10.88 1.55 15.54 15.54 18.65 PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 2.157 6.00 12.00 3.00 14.00 8.00 1.00 12.00 12.00 12.00 4.260 13.00 26.00 8.00 29.00 16.00 3.00 26.00 26.00 26.00 6.357 18.00 38.00 11.00 40.00 13.00 4.00 35.00 35.00 38.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Eli Tee LngEll ChkVlv BfyVlv GatVlv NPTee 8.390 31.00 59.00 22.00 76.00 20.00 7.00 59.00 PAGE: E MATERIAL: PVC150 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Eli Tee LngEll ChkVlv BfyVlv GatVlv NPTee 7.980 27.00 53.00 20.00 68.00 18.00 6.00 53.00 c-Ia o WATER SUPPLY ANALYSIS Static: 111.60_psResid: 102.60 psi Flow; 1060.0 gpm I-I 120.0 _______________________________________________________ I LEGEND ..--- 1 Available pressure N) F-i cJ 1 110.84 psi @ 278.3 gpm 0) 0 Required pressure 2 63.67 psi 8 278.3 gpm rJL-I 100.0 - A. Source Supply Curve 0 '1 G B System Demand Curve - A U CD O CHI 0.2 Z CD O B800 - rO Dii P R I-I DIC/) 0W< rt Cl) B 2 5 S 60.0 - F-- CD U R E(-- I-3 n 40.0 - o P S i U) U) U) 20.0 - 0 0 z a 0.0 B_ I-i Di ---z Cl) Iii I_rI -14.7 I I I co 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 19 DATE: 8/7/2009 LIFE TECHNOLOGIES C218\CALCULATIONS\1ST FLOOR PENDENTS.SDF JOB TITLE: 1st Floor Pendent Protection WATER SUPPLY CURVE 120+ *\\\\ I 110+ 0 \\\\\ I \\\\\ I * <-102.6 psi @ 1060 gpm 100+ Flow Test Point I I 90+ I P 80+ I RI E I - S I S 70+ I UI R I E IX I 60+ P I 150+ I I 40-- I I 30+ I = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = 20+ LEGEND I I IT I X = Required Water Supply I 63.67 psi @ 278.3 gpm 10+ IT I I 0 = Available Water Supply I 110.84 psi @ 278.3 gpm I 0++-+---+----+-----+ ------+ --------+ --------+ ---------+ -----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 20 DATE: 8/7/2009 LIFE TECHNOLOGIES CP18\CALCULATIONS\1ST FLOOR PENDENTS.SDF JOB TITLE: 1st Floor Pendent Protection Utility Report: Equivalent K-Factor Calculator Node Sprinkler Pres. Dia. Pipe Ftgs. Total H-W Equivalent Name K-Factor (psi) (in) Len. (ft) Len. (ft) coef. K-factor ----------------------------------------------------------------------- Sil 5.60 7.00 1.080 8.50 ET 16.57 120.00 5.21