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Report (2) Y AUTOMATIC SPRINKLERS Iii LOBE GL SERIES Well 4est, FIRE SPRINKLER DRY Tiiii `k `' CORPORATION PENDENT RECESSED PENDENT co DESCRIPTION AND OPERATION C C C The Globe GL Series Dry Type Pendent Sprinkler is o 0 0 designed for use in special applications such as freezing environ- rn rn cn ments and conditions where sediment or foreign materials might o 0 0 accumulate in ordinary drop nipples. The Globe GL Series Dry Type Pendent Sprinkler utilizes a N N o frangible glass ampule sprinkler. At the ampule's rated temperature, 0 0 0 the sprinkler opens releasing the bulb seat, causing the inner tube OD 00 oo assembly to move,allowing spring assembly to pivot alongside the s O N w inner tube. At this time, water flows through the sprinkler and is `' w: c. ,..0 N distributed by the deflector, in an approved discharge pattern. , The heart of Globe's GL Series sprinkler proven actuating ;,.. ; "a. assembly is a hermetically sealed frangible glass ampule that contains " } :;. a precisely measured amount of fluid. When heat is absorbed,the liquid within the bulb expands increasing the internal pressure. At CO CO Co the prescribed temperature the internal pressure within the ampule xi = 7, exceeds the strength of the glass causing the glass to shatter. This z z 2 results in water discharge which is distributed in an approved SURFACE SLEEVE pattern. MOUNT &SKIRT W APPROVED PLANS /� cm co INCLUDE UN-ATTACHED: co C C OFFICE COPY .SPECIFICATION ffi�JL v NJ NJ ro _.-STRUCTURAL CALCS it GEOTECH REPORT o c o TECHNICAL DATAMISC DOCUMENTS I. 000000 0 • See reverse side for Approvals and Specifications. 0 0 • Temperature Ratings - 135°F(57°C) 155°F (68°C) I75°F (79°C) 'v , 200°F(93°C),286°F(141°C), 360°F(182°C). £Y 0 0 0 ub,; 00 Oo Oo • Water Working Pressure Rating- 175 psi (12 Bars). -- - v • Factory tested hydrostatically to 500 psi (34 Bars). - - . cn v) (.4 • Maximum low temperature glass bulb rating is-67°F(-55°C). D D D • Frame - bronze • Deflector-brass • Screw- brass fit°" W z z • Bulb seat- brass • Spring -teflon coated nickel alloy 1 1 i m rn • Retainer- brass • Pin - stainless steel • Torsion spring-stainless steel W • Bulb -glass with glycerin solution,5mm • Orifice insert- brass c c c 70 z xi • 3/4" or I" NPT • Outer tube-galvanized steel pipe EXTENDED RECESSED < < r r z • Inner tube -stainless steel z z z •SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING CLASSIFICATION AVAILABLE SPRINKLER BULB COLOR N.F.P.A.MAXIMUM TEMPERATURES CEILING TEMPERATURE f:i57. F' ORANGE/RED c 4 INTERMEDIATE c �� ,. f � r ", r,- _ ,�. .i YELLOW/GREEN � HIGH -- HI . ' : H 2- 1F71-4,,-4-1- , P., - BLUE �T EXTRA HIGH s `rays s€ ', ' � �,E 1'" MAUig '' F j¢ & - "n r , . ' 4077 AIRPARK DRIVE,STANDISH, MICHIGAN 48658r, 1.- tea _<' �,;nw,ed •:9-846-4583 .. FAX989-846-923 APRIL 2004 FAroily thu , �'crcrib din: RERMiT t,,) 3.Q� d L5679,REV.#7 See Letter to r-JI:CYW'_........,...-.,................... ( ): y: :: __ A [TOMATIC SPRINKLERS GL SERIES DRY TYPE PENDENT RECESSED PENDENT SPECIFICATIONS NOMINAL"K"FACTOR THREAD SIZE LENGTH"* FINISHES Factory Bronze 5.6 (80 metric) I"NPT *Satin Chrome STANDARD Bright Chrome Variable White Polyester+ 3/4"NPT(5.6K) to 48„ Black Polyester+ UPON REQUEST *Lead Coated 8.1 (1 16 metric) *Wax Coated *Wax over Lead NOTE: METRIC CONVERSIONS ARE APPROXIMATE *FINISHES AVAILABLE ON SPECIAL ORDER. WAX COATING cULus LISTED UP TO 200°F. "*cULus LISTED FOR UP TO A 48"'A"DIMENSION. +AVAILABLE AS cULus LISTED CORROSION RESISTANT WHEN APPROVALS SPECIFIED ON ORDER. STYLESIN K THREAD 135•F 155"F 175"F 200"F 286*F 360"F §cULus MODEL FACTOR SIZE 57"C 68"C 79•C 93"C 141•C 182"C GL5679 5.6 I"NPT X X X X X X X PENDENT GL5680 5.6 3/4"NPT X X X X X X X GL8179 8.1 I"NPT X X X X X X X GL5679 5.6 I"NPT X X X X X -- X RECESSED PENDENT G15680 5.6 3/4"NPT X X X X X -- X GL8179 8.1 I"NPT X X X X X — X §LISTED FOR ALL HAZARDS. 360°F IS%"NPT ONLY. CROSS SECTIONS IMPORTANT INSTALLATIONDATA Globe GL Series Dry Pendent sprinklers should be installed in accordance with the requirements set forth in 7 NFPA 13. These sprinklers are to be installed using a pipe ( wrench applied to the outer tube. When this is not possible, " the proper sprinkler head wrench may be used with extreme IV 4 Icare for lengths up to approximately 18". Excessive force n- n. may distort the frame thus destroying the unit ,7 •- 1 r For further important installation data,please refer to ",4-• our Dry Sprinkler Caution Sheet 1111 ACE IN (11'. wF ORDERING INFORMATION EXTENDED PENDENT PENDENT SPECIFY _ •Quantity • Model Number •Style a,Q. -- ,,,a„•.M`uc^ •Orifice • Temperature • Finishes desired • , { •Quantity-Wrenches-P/N 333010 •Quantity-Recessed Wrenches-P/N 337014 •Quantity-Protective Caps-P/N 327109-CAP(Friction � -WING Fit Recessed) •Escutcheons desired - i��r „e: •"A"Dimension-Distance from face of fitting to the 1 n..• finished ceiling line regardless of escutcheon used. A111111IW`i — n. �,�a k 'NP ��`°" ; ' GLOW PRODUCT WARRANTY Globe agrees to repair or replace any of its own manufactured products found to be defective in material or RECESSED PENDENT SLEEVE&SKIRT PENDENT workmanship for a period of one year from date of shipment eery LOBE' For specific details of our warranty please refer to Price List Terms and Conditions of Sale(Our Price List). FIRE SPRINKLER 4077 AIRPARK DRIVE,STANDISH,MICHIGAN 48658 CORPORATION 989-846-4583 FAX 989-846-923 I I-800-248-0278 www.globesprinkler.com APRIL 2004 PRINTED U.S.A. BULLETIN GL5679, REV.#7 1 LoBEe RESIDENTIAL AUTOMATIC SPRINKLERS Viihrab FIRE SPRINKLER MODEL GL4110 & GL4710 CORPORATION PENDENT RECESSED PENDENT DESCRIPTION AND OPERATION The Globe Model GL4110 and GL4710 Residential Sprinklers have a low profile yet durable design which utilize a 3mm frangible •. glass ampule as the thermosensitive element They feature economy, aesthetics and low flow. The combination of the 3mm frangible glass ampule and specially designed deflector make the Model GL4110 and GL4710 Residential Sprinklers the ultimate in life safety and fire control. These Globe Pendent and Recessed Pendent Residential Sprin- klers have met the strict requirements of Underwriters Labora- tories Inc. as described in the UL Standard for residential Sprinklers for Fire Protection Service, UL 1626, and should be used accordingly. These sprinklers should also be installed in accordance with the appropriate NFPA Standard 13, 13D or 13R and under the direction of the approving authorities having jurisdiction. RESIDENTIAL The heart of Globe's Model GL4110 and GL4710 sprinklers PENDENT proven actuating assembly is a hermetically sealed frangible glass ampule that contains 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. TECHNICAL DATAlir 1111 x ,, •See reverse side for Approvals and Specifications. '=1' •Temperature Rating- 155°F (68°C), 175°F (79°C). •Water Working Pressure Rating- 175 psi (12 Bars). •Factory tested hydrostatically to 500 psi (34 Bars). RESIDENTIAL •Maximum low temperature glass bulb rating is -67°F (-55°C). •Frame - bronze • Deflector- brass • Screw- brass RECESSED PENDENT •Bulb seat - copper • Spring- nickel alloy • Seal -teflon •Bulb - glass with alcohol based solution, 3mm size. •Escutcheon Assembly- steel •SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING CLASSIFICATION AVAILABLE SPRINKLER BULB N.F.P.A.MAXIMUM TEMPERATURES COLOR CEILING TEMPERATURE ORDINARY - r/z z: RED S INTERMEDIATE k _ , .,} YELLOW 4077 AIRPARK DRIVE,STANDISH,MICHIGAN 48658 989-846-4583 • FAX 989-846-9231 AUGUST 2004 A-1 BULLETIN GL4I 10/GL4710,REV.#3 r" r / �*] SIL/E1 F-J��l JAL AUTOMATIC SPRINKLERS MODEL GL4110 & GL4710 PENDENT • RECESSED PENDENT SPECIFICATIONS AND APPROVALS SIN K FACTOR THREAD LENGTH FINISHES 155°F 175°F MODEL SIZE 68°C 79°C** cULus (58 Factory Bronze GL4I 10 4.1 *Satin Chrome metric) I!2" NPT 2 I!2" (6.4 cm) Bright Chrome X X X White Polyester+ GL4710 4.7 (66 Black Polyester+ metric) *Lead Coated NOTE METRIC CONVERSIONS ARE APPROXIMATE. *FINISHES AVAILABLE ON SPECIAL ORDER. ""`175°F LISTED FOR UP TO 16'x I6'ROOM SIZE. +AVAILABLE AS UL AND C-U.L LISTED CORROSION INSTALLATION DATA RESISTANT WHEN SPECIFIED ON ORDER. PENDENT AND RECESSED PENDENT MODEL MAXIMUM AREA MINIMUM WATER DISCHARGE & OF COVERAGE PRESSURES NEEDED PER SPRINKLER* 12'x 12' 11 G.P.M.-72 P.S.I. GL4I 10 14'x 14' 12 G.P.M.-8.6 P.S.I. 16'x16' 14G.P..M.- 11.7P.S.I. PENDENT AND RECESSED PENDENT 12'x 12' 13 G.P.M.-7.7P.S.I. 14'x 14' 14 G.P.M.-8.9 P.S.I. GL4710 16'x 16' 14 G.P.M.-8.9 P.S.I. 18'x 18' 18 G.P.M.- 14.7 P.S.I. 20'x 20' 20 G.P.M.- 18.1 P.S.I. *WHEN THESE SPRINKLERS ARE USED IN NFPA 13 SYSTEMS,A 0.1 DESIGN DENSITY MINIMUM SHALL BE UTILIZED. CROSS SECTION ORDERING INFORMATION 2 15/16"DIA SPECIFY 2` MIN. DIA. HOLE IN CEILING •Quantity • Model Number •Style --I 29/32 DIA. •Orifice • Temperature • Finishes desired 9 ,/z •Quantity-Wrenches-P/N 325390 REDUCER •Quantity-Recessed Wrenches-P/N 325391 •Quantity-Proctective Caps-P/N 327109-CAP(Friction /s MN. Fit Recesed) 5/8" MAX.. °'%�'�jo,�j e;� - F1/8- .1 GLOBE®PRODUCT WARRANTY �� `' f Globe agrees to repair or replace any of its own 1-MIN. manufactured products found to be defective in material or CEILING 1 1/2" MAX, workmanship for a period of one year from date of shipment. CUP _-_.__-- i For specific details of our warranty please refer to Price RETAINER List Terms and Conditions of Sale(Our Price List). I!2"ADJUSTMENT RECESSED PENDENT *GLOBE 4077 AIRPARK DRIVE,STANDISH,MICHIGAN 48658 ow FIRE SPRINKLER 989-846-4583 FAX 989-846-9231 CORPORATION I-800-248-0278 www.globesprinkler.com AUGUST 2004 PRINTED U.S.A. BULLETIN GL4I 10/GL4710,REV.#3 "OLCO s. „,...„. toic,�.:.n : NIBCO Fig. 24 - Hanger for CPVC Plastic Pipe Double Fastener Strap Type - Side Mount flOc® Size Range— 3/4”thru 2"CPVC pipe c Material—Carbon Steel, Pre-Galvanized __ Function-Intended to perform as a hanger/restrainer to support only ` CPVC piping used in automatic fire sprinkler systems. Can be installed = . on the top or on the bottom of a beam. The Fig.24 can also function - as a restrainer to prevent the upward movement of the sprinkler head g during activation. ,' f Approvals—Underwriters'Laboratories Listed in the USA(UL) and Canada (cUL) to support fire sprinkler piping. Meets and exceeds the requirements of NFPA 13, 13R and 13D. j ,` Features—Fig.24 incorporates features which protect the pipe and ease installation. The flared edge design* protects the CPVC pipe from f; [ any rough surface. Easily attaches to the building structure using the two 1 j , UL Listed hex head self threading screws"furnished with the product. It - f is recommended that rechargeable electric drills fitted with a hex socket ; attachment be used as installation tools. No impact tools(such as a hammer) I I ' B or impact fasteners (such as drive screws or nails)are allowed. Damage has i.---' ,,..# been known to result from installations usingimpact - pa type tools. No pre-drilling ,,, of a pilot hole in wood is required. j B q Finish—Pre-Galvanized Order By—Figure number and pipe size * Patent Pending '` ** Hardened hex head self threading screw is furnished with the product and is the minimum fastener size acceptable. Dimensions •Weights CPVC Max.Hanger Fastener Hex Approx. Pipe Size A B C Spacing(Ft.) Head Size WtJ100 3/4 25/,6 15/,2 1'1,6 5'/2 5/16 9 1 2516 151,6 1346 6 5/16 9 17, 3 1'h 13/6 672 5/16 11 1'/2 3'4 15/6 1346 7 5/16 12 2 3,46 127/32 1346 8 5/16 15 Office/Manufacturing Facility•1375 Sampson Ave.•Corona,CA 92879•Pn 951.737.5599•Fax: 951.737.0330 Customer Service•800.786.5266III +rwwrokacem • T0LCO �,,, ,. tOiCO.COT NIBCO Fig. 27 & 27A tc® "Stand-Off" Hanger/Restrainer for CPVC Plastic Pipe Size Range— 3/4"and 1"CPVC Plastic Pipe*. IL' Material—Carbon Steel, Pre-Galvanized Function—Designed to be used as a hanger/restrainer**for CPVC piping where the"stand-off"design will ease installation by eliminating the need for wood blocking. Features: f • Flared edge design protects CPVC from any rough or abrasive surfaces. • Snap-in retainers hold pipe firmly in place during installation. • The"Stand-Off"design eliminates the need for wood block extension. Fig. 27 - Can be installed on horizontal or vertical piping regardless of mounting surface orientation. • Attaches easily to wood structure with two hex head self-threading screws furnished with product. , • Installs easily using rechargeable electrical driver with 5/16"sockets, 04 eliminating impact tool damage to pipe. Approvals—Underwriters'Laboratories Listed in the USA(UL)and Canada (cUL)to support automatic fire sprinkler systems. Meets and exceeds the Fig. 27A requirements of NFPA 13, 13R and 13D. Important Note**—When installed in slot opening on Fig.27, Fig.27A provides additional stability and satisfies the UL vertical restraint requirement where needed. Order By—Fig.27: By figure number and CPVC pipe size Fig.27A: By figure number and CPVC pipe size US and International Patent application in process. *For other sizes, consult factory. Fig.27 and Fig.27/27A have also been tested by UL mounted on 3/8" composite wood web material (such as TJI Series/Trus Joist MacMillan) Fig.27/Fig. 27A without the use of back-up wood blocking. When using Fig.27 and 27A in combination on 3/8"web to satisfy the UL requirement for vertical restraint, FIG 27 install two reinforcing speed nuts(Fig.27B). Fig.27B is UL Listed only when W.'FIC;-'7A used with TOLCOTm products. I FIG.276 1 — — FIG.27 W.IFIG.27A .artr 1 H FIG 27 FIG27 i [C327 I IG,27 t 2, MF€c 2-A I J Typical Applications Office/Manufacturing Facility•1375 Sampson Ave..Corona,CA 92879•Ph: 951 737 5599•Fax 951.737.0330 Customer Service•800.786.5266III wee teica cern f 4 ,11( ,.. tlJCO /F/ow / Tyco Fine Control Products BlazeMaster ° FIRE SPRINKLER PIPE & FITTINGS SUBMITTAL SHEET TYCO FIRE PRODUCTS 451 North Cannon Avenue Lansdale,Pennsylvania 19446 www.tyco-fire.com TECHNICAL SERVICES TEL: (800) 381-9312 • Fax: (800) 791-5500 E-MAIL:techserv@tycofp.com IT' ,t3,,,,,,,,,w.:,,,,,,,,,,,:, ,..:;.,:,,,,,:".:it3,E: . ., .�,� o- cam,1 ,, ki �.r t. t z� No. 19-1.5 TD915 4-1.1.20 9/2001 1/ •- ntroduction Tyco Fire Products(TFP)BlazeMaster°CPVC pipe and the same time,they provide superior heat resistance and fittings are designed exclusively for use in wet pipe strength as compared to traditional CPVC and PVC piping automatic fire sprinkler systems.They are made from a materials used in the plumbing trade.Various adapters are specially developed thermoplastic compound composed of available to connect CPVC pipe to metallic piping.All female post chlorinated polyvinyl chloride(CPVC)resin and state of pipe thread adapters have brass inserts for durability. the art additives.TFP BlazeMaster®CPVC products are Grooved adapters connect directly to grooved end valves easier to install than traditional steel pipe systems,and at and metallic pipe,with flexible grooved end couplings. Technical Data Sizes: 3/4"-3" Manufacture Source: U.S.A. Maximum Working Pressure:175 psi Material: Approvals: UL, FM, CUL, NSF, Dade County, LPCB, Pipe: ASTM F442,SDR 13.5 MEA,and the City of Los Angeles Fittings: ASTM F438(Sch.40) and Note: See current TFP BlazeMaster Installation Instructions and ASTM F439(Sch. 80) Technical Manual,for exact list ng/approval information Color: Orange Pipe Nom.Pipe Size Avg.0.0.Inches Avg.1.D.Inches Wt.Lbs./Ft. WI H2O find No Lbs./Ft. Ft.of Pipe per Lift Wt.per Laths. 3/4 1.050 0.874 0.17 0.43 7875 1413 1- 1.315 1.101 0.26 0.67 5040 1320 11!4" 1.660 1.394 0.42 1.07 2835 1191 11/2" 1.900 1.598 0.55 1.40 2205 1136 2" 2.375 2.003 0.86 2.20 1260 1063 2'!2" 2.875 2.423 1.26 3.22 1215 1531 3" 3.500 2.952 1.87 4.79 720 1344 Fittings TAo WO' 110 II 1111 45° Elbow :�� TIO Reducing 90° Elbow ��, 1 A\ 90° Elbow __ TAC MIPAI VD -\ ` :1.1 -1111 Part No. Size Sch. I/O Wt Part T/O Wt. Part No. Size Sch. T/O Wt. 80050 3/4" 40 '/e 0.08 lb. No. Size Sch. 1 2 lb. 80025 3/4" 40 °hs" 0.09 lb. 80051 1" 40 3/8" 0.11 lb. 80032 1"x 3/4° 40 "/+e" 13/s" 0.16 80026 1" 40 '/4" 0.14 lb. 80052 1W 40 3/4" 0.20 lb. 80027 1'/4" 40 '/e" 0.21 lb. 80053 11/22 80 '/,B 0.31 lb. 80028 1'/2 80 1'/,6" 0.40 lb. 80054 2" 80 3/4" 0.56 lb. 80029 2" 80 11/4" 0.79 lb. 80055 2'/2" 80 '/4" 0.89 lb. 80030 2'!2 80 1'/2" 1.14 lb. 80056 3" 80 1" 1.19 lb. 80031 3" 80 1"11e 1.82 lb. 1 Tee Ai L Reducing TC' 1111 L. ■�■ CrossTIO - _ j L Cross 11M� � � WO' lir T/O TAD TIC I Mil T TJO' OHM TAD T• MO TIO Part No. Size Sch. T/O Wt. Part I/O Wt. Part No. Size Sch. TIO Wt. 80000 3/4" 40 3/e" 0.11 lb. No. Size Sch. 1 2 lb. 80009 3/4" 40 9/,e 0.13 lb. 80001 1" 40 3/4" 0.19 lb. 80015 1"x 3/4" 40 "he" "1,e° 0.28 80010 1" 40 15/,e° 0.23 lb. 80002 1'!4 40 '/e' 0.26 lb. 80011 11/4" 40 'She 0.34 lb. 80003 1'/2 80 1" 0.51 lb. 80012 1'/2 80 1'/1s" 0.67 lb. 80004 2" 80 13/e" 0.90 lb. 80013 2" 80 1'/e° 1.00 lb. 80005 2'/2" 80 19/1e 1.59 lb. 80014 2'/e 80 1°/re 1.91 lb. 80006 3" 80 111/18" 2.41 lb. 80008 3" 80 113/16" 2.89 lb. --y�T/O T/O 1 r-Tm Coy;ling Cap MIReducer WI Bushing Part No. Size Sch. TIO Wt. Part No. Size Sch.I T/OI Wt. Part No. Size Sch. T/0 Wt. 80200 1"x 3/4" 40 3/46" 0.04 lb. 80075 314" 40 !s' 0.07 lb. 80100 3/4" 40 5/46" 0.04 lb. 80201 13/44"X 3/4" 40 7/16" 0.11 lb. 80076 1" 40 1/8 x.11 Ib. 80101 1" 40 318 0.06 lb. 80202 11/4"x 1" 40 5/16" 0.12 lb. 80077 11/4° 40 368 0.22 lb. 80102 11/4" 40 1/22 0.10 lb. 80203 1'/2"x 3/4" 80 518 0.16 lb. 80078 112" 80 3/18 0.25 lb. 80103 1'/2" 80 5/6" 0.20 lb. 80204 11/2"x 1" 80 '/z" 0.14 lb. 80079 2" 80 368' 0.38 lb. 80104 2" 80 5/8 0.31 lb. 80205 1/2"x 11/4' 80 W 0.17 lb. 80080 21/2" 80 366" 0.67 lb. 80105 272" 80 '/e" 0.58 lb. 80206 2"x 3/4" 80 3/4" 0.27 lb. 80081 3" 80 368 0.91 lb. 80106 3" 80 1" 0.88 lb. 80207 2'x 1" 80 11/16" 0.26 lb. 80208 2"x 11/4" 80 966" 0.24 lb. T/0 Grooved 80209 2"x 11/22 80 '66" 0.19 Ib. ----T80215 2'12 x 1° 80 17568 0.42 lb. Coupling am Adapter PIP, 80214 2'/z'x 1'/4" 80 13/4" 0.45 lb. 80213 21/2"x 1'/z 80 15/8" 0.46 lb. Part No. Size Sch. T/0 Wt. Pipe OD 80211 2'/2"x 2" 80 19/18" 0.29 lb. 80160 11/4"x 174 Grooved 40 2 568 0.78 lb. 174(1.660") 80210 3"x 2° 80 2 3116" 0.72 lb. 80161 11/211x 1/? Grooved 80 2 568 0.95 lb. 11/2°(1.900") 80212 3"x 21/2" 80 115116" 0.47 lb. 80162 2"x 2'Grooved 80 2 5/18 1.42 lb. 2"(2.375") IIy 80163 2'/2 x 2'/2 Grooved 80 25/16" 2.28 lb. 2'/z(2.875") J�__ 80164 3"x 3'Grooved 80 2'/4" 3.00 lb. 3"(3500°) Reducing mum TA' 80168 3"x 76.1mm Grooved 80 21/4" 2.72 lb. 76.1mm(3.000") Tee WHIM 1 Tro Tv 11111T/02Part T/0 Wt. No. Size Sch. 1 2 3 lb. Female _ . 80132 3/4"x 3/4"x 1" 40 3/4" 3/4 5/8 0.14 Adapter 80133 1"X 3/4"X 3/4" 40 '/2" "/16" 3/4" 0.14 80134 1°x 3/4'x31" 40 5/8" 3/4" 3/4 0.17 Part No. Size Sch. T/0 Wt. 80260 1"x 1°x /4 40 3/4 314 "68 0.16 80142 3/4"x 3/4"NPT 40 5/8 0.41 lb. 80135 11/4"x 1°x 3/4° 40 116" 3/4" 15/,e 0.21 80145 1"x 1"NPT 40 3/4" 0.63 lb. 80136 11/4"x 1"x 1" 40 "/16" 3/4" 15/,6" 0.22 80146 11/4"x 1'/4" NPT 40 '/e' 1.03 lb. 80137 11/4"x 1°x 11/44 40 13/16" 15/16' 3/1s° 0.26 80147 1'/2 x 1112"NPT 80 1" 1.42 lb. 80261 11/4"x 11/4"x 3/4" 40 5/8" 5/8" 7/9" 0.23 80148 2°x 2'NPT 80 13/e" 2.66 lb. 80262 11/44 x 11/4"x 1" 40 314 3/4"4" 0.26 80138 11/4"x 11/4"x 11/2° 80 1" 1° 1" 0.43 Tro 80140 1'/2"x 11/44 x 3/4" 80 1!2 5/8 1' 0.36 Male 80141 1'/2"x 1'I4 x 1" 80 '/2' 518 1'/e" 0.38 JD 80263 1'/2 X 11/2"x 3/4" 80 9/18 9116 1" 0.36 Adapter 80264 1/2"x 1721'x 1" 80 966" 966" 1° 0.38 Part No. Size 80275 1'/2 x 11/2"x 1'!4 80 '/8 '/8 1" 0.45 Sch. TIO Wt. 80265 2"x 2"x 3/4 80 3/4" 314" 13/e" 0.61 80157 3/4"x 3/4"NPT 40 f 5/,e 0.33 lb. 80158 1"x 1"NPT 40 13/8 0.56 lb. 80266 2°x 2'x 1" 80 '/8 '/e 13/8" 0.66 80274 2"x 2'x 11/4" 80 1" 1' 13/8" 0.74 80267 2'x 2"x 11/2" 80 1'/e' 11/8" 13/4" 0.78 Tro 80271 21/22 x 21/2"x 1" 80 1"/16' 113/4e'° 19/16" 1.43 R 80272 272 x 21/2 x 1'/4" 80 1166" 13/46" 19/s 1.46 Reducing 80273 272"x 21/22 X 11/2" 80 f"68 1168 1966" 1.48 Coupling 80276 2v2 X 2'/2 x 2° 80 vv.. 1'v,s 19/,6" 1.50 f I 80270 3"x 3"x11/2° 80 13/4" 1314 113/16 2.28 I Part No.` Size I Sch.' T/0 I Wt. 80268 3"x 3'x 2" 80 1314 1314" 1314 2.25 80220 11"x 3/4° 40 '/6" 0.08 lb. I 80269 3"x 3"x 272" 80 13/4" /4 3 ° 1 1 5/16 2.44 r /4 i , 7., r Tb T/O Sprinkler Head Adapter Sprinkler Head Adapter i1p' with Brass Threaded Insert with Brass Threaded Insert mil= with Part No. Size Sch. I/O Wt. Part No. Size ' Sch. T/0 Wt. 80175E 3/4"x'/2"NPT 80 '/,e" 0.20 lb. 80175W 3/4"x'/2 NPT 40 '/+6" 0.19 lb. 80176E 1"x'/2 NPT 80 '/,6" 0.22 lb. 80176W 1"x'/2"NPT 40 '/,s 0.18 lb. 80177WL 3/;x'/2 NPT 40 9/,8 0.16 lb. 80179 1 x'/4"NPT 40 3/4" 0.43 lb. i Lirro' _A i WO Back-to-Back CrossIill■ ■i Sprinkler Head Adapter Milli-"%511Fmgmmill111111: with Brass Threaded Insert � £itrass rro'Threaded Insert -___% Ino' rro' Part No. Size Sch. T/O Wt. Part T/O Wt. 80177L 3/4"x'/2 NPT 40 '/Y 0.16 lb. No. Size Sch. 1 2 lb. 80178 1"x'/z" NPT 40 1/22 0.20 lb. 80462 1"x 1"x'/2" NPT x 1/2" NPT 40 5/8 Vie 0.46 80463 1°x 1°x'/2" NPT x'/z NPT 40 5/8 15/,8 0.47 um T/0'Sprinkler Head Adapter ii it, 90° Elbow with Brass Threaded Inse4114 rt- �ll T/°° Back-to-Back Tee r'° ilii■ ,Iii� 1111 r �1■ '�� with Brass Threaded Insert I — �. ' WO' Tro' Part T/O Wt. Part Size Sch. T/O Wt. No. Size Sc .h1 2 Ib. No. 1 2 lb. 80199 3/4°x'/2" NPT 40 5/e" t5/16" 0.20 80459 1°x'/2" NPT x'/2° NPT 40 "/s' 15/s" 0.48 80189 1"x'/2 NPT 40 t3/16" 13/46" 0.26 80460 1"x 1/2" NPT x'/2" NPT 40 "he 1'/a 0.46 Part I/O Wt. No. Size Sch. 1 2 3 lb. 80250 3/4'x 3/4"x 1/2 NPT 40 5/8 5/e 1" 0.22 80251 1'x 1°x'/2" NPT 40 "/18 "/18 I3/16" 0.29 it�. 80249 1"x 1"x 1"NPT 40 t5/,6" 15/,8 1'/,80.73 Sprinkler Head Adapter p`111.1 80256 1'/4"x 1"x'/2 NPT 40 '/,8 9/,6° 1'/6" 0.30 Tee —t 80252 11/4"x 11/4°x'/z"NPT 40 '/,a° lie" 1 cis" 0.31 with Brass Threaded Insert 80257 11/2"x 11/4"x'/z" NPT 80 9/18" 5/e" 11/4s" 0.43 170' limil rro' 80254 11/2"x 1'/2"x'/2 NPT 80 9/,B 9/,6" 1716" 0.46 80258 2"x VI?x 1/22 NPT 80 1/2" 5/8 15/8 0.56 80253 2"x 2"x 1/2"NPT 80 '/z" '/2° 15Ie" 0.62 Limited Warranty Products manufactured by Tyco Fire Products are warranted solely to the original Buyer for ten(10)years against defects in material and workmanship when paid for and properly installed and maintained under normal use and service. This warranty will expire ten(10)years from date of shipment by Tyco Fire Products. No warranty is given for products or components manufactured by companies not affiliated by ownership with Tyco Fire Products or for products and components which have been subject to misuse,improper installation,corrosion.or which have not been installed.maintained.modified or repaired in accordance with applicable Standards of the National Fire Protection Association(NEPA),and/or the standards of any other Authorities Having Jurisdiction. Materials found by Tyco Fire Products to be defective shall be either repaired or replaced,at Tyco Fire Products sole option. Tyco Fire Products neither assumes.nor authorizes any person to assume for it,any other obligation in connection with the sale of products or parts of products. Tyco Fire Products shall not be responsible for sprinkler system design errors or inaccurate or incomplete information supplied by Buyer or Buyer's representatives. IN NO EVENT SHALL TYCO FIRE PRODUCTS BE LIABLE,IN CONTRACT.TORT.STRICT LIABILITY OR UNDER ANY OTHER LEGAL THEORY,FOR INCIDENTAL INDIRECT,SPECIAL OR CONSEQUENTIAL DAMAGES.INCLUDING BUT NOT LIMITED TO LABOR CHARGES.REGARDLESS OF WHETHER TYCO FIRE PRODUCTS WAS INFORMED ABOUT THE POSSIBILITY OF SUCH DAMAGES, AND IN NO EVENT SHALL TYCO FIRE PRODUCT'S LIABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. THE FOREGOING WARRANTY IS MADE IN LIEU OF ANY AND ALL OTHER WARRANTIES EXPRESS OR IMPLIED,INCLUDING WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE. *LOCO Flow Control Tyco Fire l /Products MODEL 2000B DOUBLE CHECK VALVE ASSEMBLY Sizes: 1/2" -2 3/4" 2000B A double check valve assembly shall be installed 17.1 at referenced cross-connections to prevent the _ .� backflow ol f polluted water into the potable ` water suppy.Only those cross-connections < ' °_ identified by local inspection authorities as ° _ fa 7119 - non-health hazard shall be allowed the use of an approved double check valve assembly. Check with local authority having jurisdiction ;. regarding vertical orientation,frequency of testing or other installation requirements. � ,� ��, 4.4 Features .. m •Ease of maintenance-only one cover •Top entry •Replaceable seats and seat discsINF •Modular construction •Compact design •Cast bronze body construction •Top mounted ball valve test cocks n Low pressure drop 2 2000B HC •No special tools required for servicing les 1/2"-1"have tee hand Available Models 1/2°-2" �; ba Suffix: S -with bronze strainer � LBV-without shutoff valves LH -with locking handle ball valves (open position) HC -with inlet/outlet five hydrant fittings (2"only) Test Cocks Check Module Assembly --- The Model 2000B features a modular design • concept which facilitates complete maintenance ago --- and assembly by retaining the spring load. emu �;--._ „ Important:Inquire with governing IiiI' 1111 authorities for local installation _ •�; ~' requirements. —° -- First Check Module Assembly Second Check Module Assembly CO. FLUID CONTROL SYSTEMS 530-666-2493 • 1485 Tanforan Avenue • P.O.Box 1387 •Woodland,CA 95776 • FAX 530-666-5320 AF Division of Watts Industries,Inc. DOUBLE CHECK VALVE ASSEMBLY Dimensions Weights Documented Flow Characteristics Sizes:1/2"-2" A "A: 2000B 1/2" s A > „12 C. ' '7 C *Bs � �-� � \ a 8 t E =® Il ® u R. a 6 M111111111- _ _1, I ' iy�� H I a 2 D �e F _ • G 0 0 2 Flow Rate(gpm) 8 10 12 *Subscript'S'=Strainer Model Model No. Size in. A B C D F G H I Weight lbs. 20006 1/2 10 45/8 27/16 – 5 33/8 25/16 21/16 41/2 20008-S 1/2 13 6 27/16 3 5 33/8 25/16 21/16 51/2 2000BM3 3/4" 2000B 1" 2000BM3 3/4 111/8 4 31/8 – 63/16 37/16 21/8 15/16 5 —20 * 2000BM3-S 3/4 141/2 61/8 31/8 3 63/16 37/16 21/8 15/16 63/4 16 20006 1 131/4 51/8 4 – 71/2 33/8 111/16 111/16 12 312 20008-S 1 1715/16 73/4 4 31/4 71/2 33/8 111/16 111/16 14 N 8 ,,........•r•" ..... 20008 11/4 163/8 5 35/16 – 91/2 5 3 2 15 a 4 20008$ 11/4 211/2 71/16 35/16 31/2 91/2 5 3 2 19 0 • 0 5 10 15 20 25 30 35 40 45 50 55 '1 20006 11/2 163/4 47/8 31/2 – 93/4 513/16 31/8 211/16 157/8 Flow Rate(gpm) 20006-S 11/2 251/16 ;71/16 31/2 33/4 93/4 513/16 31/8 211/16 195/8 2000B 2 191/2 61/4 4 – 133/8 61/8 37/16 211/16 253/4 20006-5 2 271/4 83/4 4 4 133/8 61/8 37/16 211/16 331/2 2000B 11/4" 2000B 11/2' Specifications Pressure-Temperature ,14 A double check backflow preventer shall be 1/2"-2" 10 installed at each noted location.The assembly . Suitable for supply pressure up to 175 psi. ! s „..••• shall consist of two positive seating check Water temperature:33°F to 180°F. .••• N 4 •' modules with captured springs and rubber 22 Approvals a. o seat discs.The check module seats and seat o 20 40 60 80 100 12 discs shall be replaceable.Service of all internal The valve shall meet the requirements ofASSE Flow Rate(gpm) Std.1015 and AWWA Std.C510.Approved by components shall be through a single access the Foundation for Cross-Connection Control cover secured with stainless steel bolts.The and Hydraulic Research at the University of assembly shall also include two resilient seated Southern California. isolation valves;four top mounted,resilient seated test cocks. ASSE Std.1015,AWWA Std.C510 2000B 2” Ames productspecifcations in U.S.nestotnatp units ate approximate IAPMO PS31,CSA B64.5 X12 * and ate provided for reference only For precise measurements, a10 please contact Ames Technical Service.Anes reserves the nt'ht to8 / chane or modify product design,nmsnvtrtion,specifications,or �•! li 6 materials without pity notice and without incurr*any obliottion4 to make stili changes and modifications on Ames products d preciously or subsequently sold. E 2 0 050 100 150 200 "c Flow Rate(gpm) *Tjgtintl marinnun system flow rote(7.5 fr./sec.) ilk...M CO. ISO 9001 CERTIFIED FLUID CONTROL SYSTEMS A Division of Watts Industries,Inc. 530-666-2493 • 1485 Tanforan Avenue • P.O.Box 1387 • Woodland,CA 95776• FAX 53018666--53200 VV/VV/.VV 11•ill 1'A/1 vr,s.�-.•-r, --v"-.r i t 1 butterball ® BUTTERFLY VALVES w VALVES LESS SUPERVISORY TAMPER SWITCH ASSEMBLY cert.404% , M A X .,,,, 5\i 0:---r91::: ' 71.' -'=`: \il '8-z;, ET r __� r • :w«..,. I .. 0 - •A- - •G I L __,G, BBVSC100 BBVSC100 89-SC100(Threaded Ends) 3 piece with Unibody with Grooved Ends Grooved Ends Sizes 1", 1-1/4", 1-1/2", 2",2-1/2" Size 2" Size 2-1/2" • VALVES WITH SUPERVISORY TAMPER SWITCH ASSEMBLY 1.-3.12----- ; --3.,Iz --- r FLOW `-9 t 1MO1d . 4411 x mii- owl amu :� �/a � II MI4ift), raniff-L)111"5°:"-'4'Y . -.2.,. .z--.,..--L----'!--ig, ..Ji. i:27,:\f:51"'"-.1 , \ lial I/ • i lj, I D • I-I a g'. � � i i' C- LL4 ; �--1 t-TI -� �I�� 1.. ' I' ;� i _ ,-:-�a�:. I 1 ,E -J•-J I THREADED ENDS NYC INDICATOR L -"G` I -G• 1 (Available on both switched BBVSC100 BBVSC100 B8-SCS02 and non-switched models.) 3 piece with Uni-body with ALL DIMENSIONS-INCHES Grooved Ends Grooved Ends • Threaded Size 2" Size 2.1/2" Grooved iSIZE 1' 1-114" 1.1/2•'- 2" SIZE 2' 2-1/2" A 2-1/0 2-5/8 2-7/8 3-1/4 A - 4-1/8 8 3.15/16 4-9/32 4-1/2 5 B ' 5 5-13/32 C 1.9118 1-15/16 2-3116 2.3/4 C 2-3/4 3-3/18 D t-23/32 2-7/64 2-3/8 ,3.1/16 D 3.1/16 3-1/2 J 4-15/16 5-118 5-19/32 6.118 E 5/B 15/16 d K ,66 .73 .73 .79 f 5/18 3/8 L .83 .90 .99 1.41 G 6 4-1/2 M-40 1.05 1,38 1.61 2,07 H ,r 2.3/8 2-7/8 M-80 .96 1.28 1.50 1.94 J 6-1/8 6-1/4 MATERIAL LIST _ NJO t-25178 21-1/4 1-13132 .1,21.121516 2.5 2.251/16 K L 1.7.d91 1. 1.18 29 NO. PART MATERIAL SPECIFICATION - M-40 M-40 2.07 2.47 , - M-8 1 Indlptor Sintered Iron F0008p M-40 ARE DIMENSIONS USING 0 1.94 , 2.32 2 Housing Bronze ASTM 584 SCHEDULE 40 PIPE N-40 2.25 , 10 3 Body Bronze ASTM 584 M-80 ARE DIMENSIONS USING _dry - 1-3/4 SCHEDULE 90 PIPE 4 Handle Brass N-46 IS PLOW RESISTANCE 5 Disc Stainless Steel Type 304 ExPRESSEDIN EOUIVALENT LENGTH OF 6 Disc Seal EPDM Elastomer SCHEDULE AO PIPE W IS THE WRENCH MAKE-UP LENGTH -,7 Switch Housing Die Cast Aluminum ut a scwo3ao cv, 3 vvr vvr vv aa.as 1-na 1 VL!\iilfL ll VAS\Y 4in VG 4 '1 SPECIFICATIONS FOR SLOW CLOSE ALL BUTTERBALL SLOW CLOSE PATENTED INSTALLATION (BB-SC) SLOW CLOSE BUTTERBALL VALVES... A. The BBSC can be installed in any orientation in a • provide slow opening and closing properties in a quarter- piping system using standard National Pipe Threads. turn valve.The purpose is to eliminate hydraulic shock Wrench should be used to hex on the end of valve and water hammer in fire protection and other liquid being threaded to pipe.Pipe sealants should be used systems. sparingly. B. The valves with internal switches can be easily wired •are available with or without an internal, pre-wired in the field.They will have two switches,switch-1 will supervisory tamper switch assembly.When mounted on have dual leads on the terminals.This switch is to be any slow-dose valve and wired,the switches signal connected to the supervisory circuit of a Listed alarm movement of the valve disc from the full open position. control panel.Switch-2 will have single leads and may •are available factory mounted to a valve or as a kit for field be connected to auxiliary equipment per direction of installation on previously installed valves. the local authority having jurisdiction. Cap any unused wire leads with wire nuts and tuck into •have switch ratings of: junction box.All connections shall be reviewed and 10 Amps/115 VAC-60 Hz approved by the local authority having jurisdiction. 0.5 Amps/28 VOC C. A 14 gage green wire has been fastened to the •are equipped with tamper switch assemblies FOR interior of the housing and is to be used as a housing )NDOOR USE ONLY. ground. D. Recommended type of wire to be used is No.16 Duel ,"'* •have UL/FM ratings to 175 psi. (Also available at 350 psi Rated UL 300V 80 C and 300V 105 C. and 500 pal with N.Y.C.B.S.A.approval.) E. Installation must be in compliance with NFPA 72 and 13,or bonded and grounded per Canadian Electrical Code Part 1. YF. The BB-SC. BBHSC (threaded-end) and BBVSC, L u5 BVHSC (grooved-end)valves are intended for use with schedule 40 and/or 80 pipe,sizes 1", 1-1/4', 1- 1/2'.2- and 2-112'perANS1836.10_ APPROVED LISTED For use with fire protection sprinkler systems 175psi. INSTALLATION FOR NEW YORK CITY VALVES N.Y.C. special valves have a large flow indicator which Approved by the New York City Board of Stds.& poInts in the direction of the valve disc,indicating open or Appeals under Calendar No. 996-81 -SM,for 175 psi and closed.The valve should be installed in a position where Calendar number 720-83-SA for 350 psi and 500 psi. the indicator is readily visible. (500 psi rated valves not shown.) MODEL DESCRIPTION SIZES BB-SC100 Valve Less Switch NYC BSA 1', 1-1/4",1-1/2", BB-5C502 Valve With Switch 175 psi-Threaded Ends Approved 2`,2-1/2" BBVSC100 Valve Less Switch NYC BSA BBVSCS02 Valve With Switch 175 psi-Grooved Ends 2",2-1/2" Approved BBHSC100 Valve Less Switch NYC BSA 1', 1-1/4", 1-1/2", BBHSCS02 Valve With Switch 350 psi Threaded Ends Approved 2".2-1/2" BVHSC100 Valve Less Switch NYC BSA BVHSCS02 Valve With Switch 350 psi-Grooved Ends 2 2-1/2" Approved uLea scwwoo.wr 2 VW V.//VJ 11.1Y rM I .....4..1.1111/I./ aavaa..r . ' T..... 4 • A I WIRING DIAGRAM (SWITCH POSITION VALVE FULL OPEN) SWITCH 1; DUAL LEADS BLACK LISTED FIRE ALARM TO NEXT INDICATOR CONTROL PANEL me SUPERVISORY CIRCUIT OR i WHITE END OF LINE RESISTOR coM RED SWITCH 2: SINGLE LEADS 1 ORANGE AUXILIARY NC O• EQUIPMENT VOLTAGE BLUE SOURCE coM ; No '' YELLOW Green Lead provided is ground for switch housing Switch Rating: 10AMP/115 VAC .5 AMP/28 VDC '.j Cap unused leads with wire nuts and tuck inside junction box(not provided) NOTE: Valves incorporating supervisory tamper switches are for Ipdoor use only. SUPERVISORY TAMPER lir ELECTRICAL SWITCH CONDUIT •eC_cl'_,liu N m frq is11 0*i p 1111111111.4111.11111■ O a m 'Om -I c z 0 -c li zol )r/ UL LISTED JUCTION BOX Milwaukee Valve Company j 2375 South Burrell Street Milwaukee,Wisconsin 53207-1592 Telephone 414/744.5240 MILWAUKEE VALVE FAX 414/744.8840 uLaa_scameooe, 4 L • VALVE AND SUPERVISORY TA PER SWITCH IN TALLATION INSTALLATION-USA INSTALLATION-(For Underwriters Laboratories of Canada) A. The BBSC can be installed in any orientation in A. Installation must provide upright orientation of a piping system using standard National Pipe valve. Threads. Wrench should be used to hex on the end of valve being threaded to pipe, Pipe B. Electrical connections as follows: Bonding and sealants should be used sparingly, grounding to be in compliance with the require- B. The valves with internal switches can be easily mems of the Canadian Electrical Code Part 1. wired in the field. They will have two switches. C. Conduit: The insertion depth of the threaded switch-1 will have dual leads on two terminals. conduit must not exceed 1/8' into the switch This switch is to be connected to the supervisory housing, and the threaded conduit must fit circuit of a Listed alarm control panel. Switch-2 • tightly onto the switch. will have single leads and may be connected to auxiliary equipment per direction of the local authority having jurisdiction. If only one switch is INSTALLATION FOR NEW YORK CITY VALVES required, cap the two auxiliary wire loads with wire nuts and tuck into junction box.All connec- N.Y.C. special valves have a large flow indicator lions shall be reviewed and approved by the which points in the direction of the valve disc, indi- • local authority having jurisdiction. eating open or closed. The valve should be installed in a position where the indicator is readily visible. C. A 14 gage green wire has been fastened to the interior of the housing and is to be used as a housing ground. D. Recommended type of wire to be used is No. 16 Dual Rated UL 300V 80 C and 300V 105 C. E. Installation must be in compliance with NFPA 72 and 13. F. The BB-SC, BBHSC (threaded-end)and BBVSC, BBHSC (grooved-end) valves are intended for use with schedule 40 and/or 80 pipe, sizes 1', 1'/.', 1`/;,7 and 2'/3per ANSI 836.10. BB-SC WITHOUT A SUPERVISORY TAMPER BB-SCS WITH SUPERVISORY TAMPER SWITCH SWITCH twi eN ®„ • 1 it I • NOTE: DETAILED INSTALLATION INSTRUCTION SHEETS ARE PROVIDED wrri EACH VALVE. 4. P P011ER i SELECT-A-STROBE/HORN The Symbol of Protection COMBINATION Features: • Designed to meet or exceed NFPA/ANSI Standards and ADA Accessi- V. bility Guidelines. �r • UL listed for Wall mounting. _ Screw terminal capacity up to 12 AWG. 1 ` • Universal mounting plate included with each unit. 1 R • 24 volts DC strobe with two field selectable settings 15/75 or 30/120 cd. Rt , ,E. • Polarized strobes with wide listed voltage ranges using filtered DC or Eunfiltered FWR input voltage. r Horn field selectable tones: 3000 Hz interrupted or Electro-mechanical Temporal or Non-temporal Horn/Strobe with Universal Mounting Plate Included High or LowdBA output • Meets ADA guidelines for minimum one flash per/sec(I Hz). • All models mount to 4'square,single gang,double gang,or octagonal back box. U C Mil L A D A • 24 volt strobe models 15/75 or 30/120 candela Intensity. • Tamper-proof candela selector switch. • Synchronization requires a Potter 3M-SA Sync Module. CALL FOR ADDITIONAL LISTINGS • Available in red or white housing. Description: Strobe Selectable Candela Output Potter's Select-A-Horn/Strobe series are designed to corn- r 15 ply with the Americans with Disability Act(ADA)and meet / UL standard 1971 requirements for emergency signaling >�cd/y 3 devices for the hearing impaired. The ASH-24 series Se- lect-A-Horn/Strobefeatures a unique candela intensity field \\ ll'� /12uc selector switch for switching the candela output from 15/75 �� tl to 30/120 cd. The Horn provides two different field select- ii\ able tones, and a High/Low output setting that can be - t accomplished with the use of mini jumpers located on back Tamper Proof Y 1l ofthe unit.The strobe housing is clearly labeled with vertical i "FIRE" lettering and is polarized for connecting to super- Horn Selectable Sound Output: vised fire alarm circuits.The strobe is designed with a xenon flashtube and provide a candela intensity field selector switch for maximum performance. The Select-A-Horn/ C3.—_ Strobe series is available in red and white housing 15/75 orII II i \ 30/120 cd. 24VDC models. The ASH24-153075 can be synchronized by using the SM-3A sync module to comply with NFPA recommendations concerning photosensitive Temporal -Non-Temporal epilepsy when installing 2 or more visual appliances within Electro Mech -3000 Hz the field of view.The strobe signals are listed for indoor use, High -Low wall mount, under UL 1971 standard. Application: Ordering Information: The ASH24-153075 Horn/Strobe series are recommended Voltage Strobe =3A* Wag Color Color for areas such as; meeting rooms, schools, corridors, PenNumber Model Number (+nn) Candela nt Red white Module apartments, office buildings. restaurants, hotels, and any 1430200 ASH24-153075R 24 15/75 or 301120 X X X other application where effective Audible and Visual warn- 1610220 ASH24-153075w 24 15/75 or 30/120 X X X ing is required by Federal, State, or local authority having jurisdiction. Potter Electric Signal Company•2081 Craig Road.St.Louis,MO.63146-4161•Phone:800-325-3936/Canada 888-882-1833•www.pottersignal.com PRINTED IN U.S.A. MFG.#8850011-REV D PAGE 1 OF4 8/02 w ASH-24 PO� SELECT-A-STROBE/HORN The Symbol of Protection COMBINATION Engineering Specifications: The Audible and Visual alarm indicating appliance shall be Potter model ASH24-153075 or equivalent device.The Strobe shall be listed under UL 1971 standard for signaling devices forthe hearing impaired and shall be approved forfire protective service.The candela output shall be field selectable,having a dual setting of 15/75 cd or 30/120 cd output.The Horn-shall provide two different field selectable tones a High and Low field selectable sound output setting.The signaling Horn/Strobe shall operate on 24VDC from a non-coded regulated DC supply or full-wave rectified,unfiltered supply.The signaling strobe shall be designed to produce a signal flash of one flash per second with continuously applied minimum voltage.The Horn/ Strobe shall be capable of WALL mounting to a universal backbox.Visual signaling devices shall be mounted 80"above the highest floor point or 6"below ceiling;whichever is lowest and are to be installed as per plans and specifications. Light Output Distribution/Horizontal and Vertical Dispersion: o' 0. NIA►-L -.. to--......-------..::::,...;_.__ ) i 90' Degrees 0 5 35 40 45 50 55 60 65 70 75 80 -25 -90 111111111111 75 13.5 9,75 6-9 5.1 4,05 3.3 2.7 2.4 2,25 1.95 1.8 (120 27 195 13.8 10.2 8.1 6.6 5.4 4.8 4.6 3.9 3.6 UL Measured Nin. Candela of 15/75cd (30/120cd) Note:The 15 and 30 cd ratings are per UL 1971,the 75 and 120 cd ratings are per UL 1638. Horn/Strobe Combination Wiring: Horn/Strobe Combination Wiring: *The sync module is rated for 3.0 amperes at 24 VDC. CONTROL PANEL 1%)r. TO NEXT DEVICE- F,A.C.P. - \.,_.,,,! or END-OF-LINE SM-3A i TO NEXT DEVICE- t'E -c r SIgnol or STD R L �+'� H+H-}IN- OUT RESISTOR END-OF-LINE- 9 I Signals Wired for Independent Operation: Wired for Audible Silence Feature: FRCP, - r F TO NEXT DEVICE- F - S...r.1Strobe SignalR .A.C.P. FA.C.P. _ TO NEXT DEVICE 1 or END-OF-LINE- or END-OF-LINE. Circuit Strobe Signal Horn Signa R _ RESISTOR Circuit Circuit IN OUT RESISTOR , -r,,-- I H+H-+ -+ 0� �� _ 3�� Horn Signd TO NEXT DEVICE- Q 9 Circuit or END-OF-LINE- REsisTDR, f__,_,____ WARNING: - —, • Strobes must be used only on circuits with continuously operating voltage. DO NOT use strobe on coded or interrupted circuits in which the applied ' A- ' voltage is interrupted ON and OFF as the strobe may fail to flash. • The strobe applied voltage must be within its rated input voltage range. • Fuse ratings on signaling circuits must handle peak currents from all devices connected to those circuits. • Polarity shown is with NAC activated. PRINTED IN U.S.A. MFG.#8850011-REV D PAGE 2 OF4 8/02 PYFTFR. SELECT-A-STROBE/HORN ® The Symbol of Protection COMBINATION Horn/Strobe Current Draw Table: 8 t VII Dvsit ou)n B* CID2 CD3 QD4 Q 0 0 27MED 35NED 44MED upon f toe Claud sa D D D 2 3 4 Tpvoe Tpvoe Tpvce Pvulvu ED GCS Pwgvu ED GXS Pvrgw ED GC S eCB A ED eCB A ED eCB A ED Frhdp CPo.0 n q 2 2 2 99 214 229 99 99 :9 99 97 :4 NI d bgdbm U n gpffim 2 2 1 93 :5 225 96 91 :2 96 89 93 IMI 4111 I{ Cpa U n q 2 1 2 99 215 231 99 9: 211 99 98 :7 A 26186de tin gpdam 2 1 1 93 97 223 96 93 :3 96 89 95 Fdxltp Cpo U n q 1 2 2 86 :1 223 8: 85 :2 93 85 97 Nf d bajdbm Un gptam 1 2 1 86 97 217 87 82 96 8: 81 89 NPX Cpall n q 1 1 2 8: 9: 224 8: 85 :2 93 86 99 41111{ U n gpdam 1 1 1 86 98 224 87 82 99 8: 82 91 Frhtup Cpalinq 2 2 2 99 255 276 99 224 23: 99 215 225 Nf d bajcbm Un gpdam 2 2 1 93 243 277 96 214 233 96 :5 216 I NI 4111 I{ Cpo.0 n q 2 1 2 99 254 284 99 225 243 99 215 229 A 41C231de U n gpdam 2 1 1 93 236 276 96 217 233 96 :7 214 Frhdgr Cpo.U n q 1 2 2 86 242 271 8: :9 231 93 :2 221 Nf d bajdbm U n gp9am 1 2 1 86 237 269 87 :5 227 8: 97 211 MSX Ciao.Unq 1 1 2 8: 23: 277 8: :9 234 93 :3 223 4111 I{ U n gpdam 1 1 1 86 237 277 87 :5 231 8: 99 217 Frhatp Cpo.0 n q 2 2 2 99 37 3: 99 51 53 99 62 62 NI d bajdbm U n gpdam 2 2 1 93 31 2: 96 44 3: 96 53 4: I NI 4111 I{ Cpo.U n q 2 1 2 99 39 41 99 53 53 99 63 64 IpsaPorn Ungpdam 2 1 1 93 33 32 96 46 41 96 56 51 Frhdga Cpa U n q 1 2 2 86 25 27 8: 37 3: 93 52 54 Nf d bgdbm U n gpdrm 1 2 1 86 23 23 87 34 33 8: 48 46 NPX Cpa U n q 1 1 2 8: 26 28 8: 38 3: 93 53 55 4111 I{ U n gpdam 1 1 1 86 23 23 87 34 34 8: 48 46 **Sound output varies with tone and options selected Strobe Only Current Draw Table: Bnfsbhf Dvssfou)nB* QfbI Dvssfou)n8* .b.Svti Dvsfou)n8* 35 vtpion pef It 35%pron pef d1 35 wpmn pef rh 27W 35W 44W 27W 35W 44W 27W 35W 44W Dboef rb ED GCS ED GX S ED GX S Dboef rb ED GX S ED GCS ED GX S Dboef rb ED GX S ED GCS ED IX S 26186 94 223 73 92 69 85 2686 :1 356 89 331 81 291 261036 411 421 431 481 491 461 41(231 241 285 :3 234 8: 215 41C231 256 381 216 381 :1 361 411231 421 451 461 481 491 486 The ASH24-153075 series strobes are listed for indoor use with a temperature operating range of 32°F to 120°F(0°C to 49°C) VMtaf a rat SNT A 35 VIED Dboef rb 13%f shhf Cf bl .b.Sv I i 26de 82nB ::nB 497nB 41de 224n B 254n B 493n B Mounting Options: Strobe with universal mounting plate Strobewithuniversal mounting plate Strobe with universal mounting to andsinglegangbox ® and4"squarebackbox anddoublegangbox Strobe � '0 0 r\ yJ t- �v �\% Strobe " r 0 Strobe c?D 0 � 1 � 2"backbox 4"x4"1-1/2" j41v2 (.,.),_.,, backbox Universal Mounting PMte Universal Mounting Plate Universal Mounting Plate PRINTED IN U.S.A. MFG.#8850011-REVD PAGE 3 OF 4 8/02 , S ' r ASH-24 , pP� SELECT-A-STROBE/HORN 0 The Symbol of Protection COMBINATION Dimensions: Inches(mm) 5 (127) 2 1/4 (56,9) 3 3/8 (85,7) 11 3/16 (4.) F .. F a "' w; N._N = IQI 1lr IQI - co J11 n GO N 1,11.11.11,1 cn rn 0 to �1 h = • I J I J SM-3A Sync Module: When used with the ASH-24 Horn/Strobe series, the SM-3A provides synchronized temporal pattern and a synchronized strobe flash while using 0 „". —: a single pair of wires on a single class"A"circuit. - ' -''"i n .'A-FTR,.4 Input Maximum Average Model Number Voltage Load Current MountingColor (VDC) (Amps) (mA) Backbox SM-3A 24 3 9 4"x4"x1-1/2" Red SM-3A Sync Module *The total current draw from all devices connected to the SM-3A should not exceed 3.0A **The SM-3A should only be connected to circuits that provide continuously applied voltage SM-3A Current Draw Table: Vpnbhf Bvtif sbhf Qf bl .b.Svt i ED IX S ED IX S ED IX S Dimensions: Inches(mm) 31W 9n B 9n B 42n B 68n B 55n B 73n B 4.33 (1 10) 35W :n B :n B 43n B 73n B 63n B 86n B _ 3-374 (85,7) I 0.2 (5) 41W 21nB 21nB 44nB 77nB 81nB :5nB 1 / 0 The SM-3A module is listed for indoor use with a temperature operating range of 32°F to 120°F(0°C to 49°C). — ON m Elechical Back box i a n• 4p. O_ n 4 . I . NO,. 4'x4"x1-1r" SM-3A PRINTED IN U.S.A. MFG.#8850011-REV D PAGE 4 OF 4 8/02 * CENTRAL 513, 513D/513R 1 -03 Riser Manifold Figure 513, 513D/513R Commercial CENTRAL - NFPA 13 Systems Grooved Piping Products Floor Control - High Rises Residential - NFPA 13D/13R Systems Tyco Fire Products—www.tyco-grooved.com 451 North Cannon Avenue, Lansdale,Pennsylvania 19446--USA Customer Service/Sales:Tel:(215)362-0700/Fax:(215)362-5385 Technical Services:Tel:(800)381-9312/Fax:(800)791-5500 General The threaded ends of the 1"and 11/2" bodies,the threaded by grooved ends Technical Description of the 2"bodies,and the grooved ends of the 11/2"-6"bodies allow for an easy Data transition to either check or control valves.The exclusive and dedicated flow switch designed for the manifolds Figure: 513(commercial) has been tested and Listed for use in 513D(residential) I this specific configuration by 5130/513R(residential) Underwriters Laboratories, Styles:Threaded or Grooved Underwriters Laboratories of Canada c and Factory Mutual. Sizes:1",1'/z",2",2Y2,3",4°and 6" Approvals:UL,FM,and ULC Installation is simplified with one Maximum convenient take-out for the 1"and 11/2" Working Pressure: 175 psi threaded and 11/2"grooved versions,as well as one take-out for the 2"threaded Standard Finish: Painted by grooved and the grooved sizes Optional Accessories: 2"-6". Pressure Relief Valve Kit(see page 7) See Fire Protection 400. �C Submittal Sheet for The Riser Manifold is approved for pressure rating and Listing installation in either the horizontal or and Approval information the vertical position.The optional relief valve assembly is available for The Figure 513,513D/513R Riser locations which require relief valves on Manifold provides all of the accessory gridded systems. equipment for a riser in a single assembly. The availability of the Riser Riser Manifolds for use in Canada only Manifold in different configurations are provided with a Water Flow Switch allows cost effective riser installation in that has a Tamper Switch mounted commercial(NFPA 13)systems,high inside for cover removal detection. rises requiring floor control assemblies, and residential systems (NFPA 13D/13R). No.28-1.0 1 4 ` 3.63 Figure 1 [9221 1"Threaded Residential Riser Manifold Figure 513D 1 •.63[16] I— BOTH ENDS Approximate Trimmed Weight-7.5 lbs. (3.4Kg.) r-- �t\. 4>~ i O The width of the Riser Manifold is approximately 3W. f971 O WI Note: Items 7&8 are used on Manifolds for use 10.00 - ,�„ 6 — 254in Canada Only [ 1 1 i ®. O 0 4.50 F O [114.3] z-it ( O (' 2.88 [73.2] I Figure 1 -Bill of Material 975 1"Threaded Residential Riser Manifold [247.7] Detail No. Part No. Description Req'd Number "Approximate thread engagement. Note:Values shown in parenthesis 1 Manifold Body F x F 1 976-363-01 are in millimeters 2 Potter Waterflow Switch#VSR-SF w/Paddle 1 H-416-01 3 IA"Water Pressure Gauge 1 971-118-02 4 W 90°Street Elbow 1 H-463-075 5 W Close Nipple 1 H-474-12 6 W Ball Valve 1 971-116-02 7 Tamper Switch(ULC only) 1 1-1-419-01 8 Label(ULC only) 1 976-343-01 5.38 Figure 2 [136 7] �j 1W Threaded Residential Riser Manifold 1 i *.63[16] Figure 513D/513R Reference Figures 2 and 3 Bill of Materials(page 3) O L-+-�— / — 1-1 g '_ O , _-' 0 Approximate Trimmed Weight-8.7 lbs. (3.9Kg.) ��tP` 10.00 The width of the Riser Manifold is approximately 3W. [254] .63 Note:Items 16& 17 are used on Manifolds for use [161 in Canada Only. ® ;ri iC x � I FI-T- } r i 2.13 4.50' `.63 J o. [54.1] [114.3] [16] 1125 O r- 11.38[289.1] [285.81 — Mill "Approximate thread engagement. Note:Values shown in parenthesis are in millimeters Male x Male Body Option 2 Figure 3 1'/2"Threaded Commercial Riser Manifold Figure 513 For optional pressure relief valve,see Figure 10(page 7) _ 12.50[317.5] 625[158.8] —ted Approximate Trimmed Weight-11.2 lbs.(5.1 Kg.) ( 1 !�, 0 .63[16] ,...„ The width of the Riser Manifold is approximately 3W. , / ` � 0 -_+ J - 0 ti Note:Items 16& 17 are used on Manifolds for use 1438 .� ,@iriC�" �;• in Canada Only. [365.3] © 0 "Dig' ° 10.00 [254] - A © • 14 0 519 G5 _ 0 o. • i .. .. , r ,—o �ri, 1 i 1125 O 1.13 J } [ [16] [285.8] [28.7] 63 _] [16] 5.50 11.I [139.7] `Approximate thread engagement. Male x Male Body Option Note:Values shown in parenthesis are in millimeters Figures 2 and 3-Bill of Material 1'/2"Threaded Residential and Commercial Riser Manifold Detail No.Req'd Part No. Description Corn. Res. Number 1 Manifold Body M x F 1 1 976-339-01 2 Potter Waterflow Switch#VSR-SF WI 1W Paddle 1 1 H-416-02 3 1"Ball Valve F101 0 1 971-116-03 4 1"x'/z°x 1"Reducing Tee 1 0 11-469-100-050-100 5 1"Insp.Test&Drain Valve F202 w/1/2"Test Orifice 1 0 971-122-04 6 Sight Glass M x F 1 0 H-418-100 7 '/a"Water Pressure Gauge 0 1 971-118-02 7a 1/4"Water Pressure Gauge 1 0 971-118-01 8 1/4 Pipe Plug 1 0 11450-025-000 9 '/4"3-Way Globe Valve 1 0 971-119-01 10 '/4 x 3"Nipple 1 0 H-459-025-30 11 1"x'/2"x 1"California Tee 0 1 976-385-01 12 1/2"Pipe Plug 1 1 H450-050-000 13 1"Close Nipple 0 1 H-474-16 14 1"Ball Valve 1 0 971-121-01 15 11/2"Close Nipple 1 1 H-474-24 16 Tamper Switch(ULC only) 1 1 H-419-01 17 Label(ULC only) 1 1 976-343-01 3 Figure 4 12.50[317.5] 11/2"Grooved Commercial Riser Manifold-Figure 513 6.25[158.8] '� For optional pressure relief valve, see Figure 10(page 7) 0 10 ��. ' 0 __ �:/ 0 11111111111• s I. - ®di I1:. 14.38 0 Approximate Trimmed Weight 11.2 lbs. (5.1 Kg.) [365.3] CO _ N t, © 9 Am 10.00 I I 0 The width of the Riser Manifold is approximately 3W. [254] —c- F 0 Note: Items 12& 13 are used on Manifolds 0 FIG 3 for use in Canada Only. )1 L 3g talicl� 'I 1.13 •.63 i [28.7] [16] [ 5.50 '1 I Figure 4-Bill of Material [139.7] 11/2"Grooved Commercial Riser Manifold Detail Description No. Part *Approximate thread No. Req'd Number engagement. Note:Values shown in 1 Manifold Body G x G 1 976-399-02 parenthesis are in millimeters 2 Potter Waterflow Switch#VSR-SF w/11/4"Paddle 1 H-416-02 3 1"Ball Valve F101 1 971-121-01 4 1"Insp.Test&Drain Valve F202 w/'/2"Test Orifice 1 971-122-04 5 Sight Glass M x F 1 H-418-100 6 '/4°Water Pressure Gauge 1 971-118-01 7 1/4"Pipe Plug 1 H-450-025-000 8 /4"3-Way Globe Valve 1 971-119-01 9 1/4"x 3'Nipple 1 H-459-025-30 10 1"x W x 1°Reducing Tee 1 H-469-100-050-100 11 Y"Pipe Plug 1 H-450-050-000 12 Tamper Switch(ULC only) 1 FI-419-01 13 Label(ULC only) 1 976-343-01 Figure 5 12.00[04.6] 2"Grooved Residential Riser Manifold 5.4411382i - Figure 513D/513R IIIMI Reference Figures 5 and 6 Bill of Materials(page 5) For optional pressure relief valve,see Figure 10(page 7) 0 1P € 1'l \') 10 Approximate Trimmed Weight-11.0 lbs.(5.0Kg.) ® so o 0 13.00 ® hill $z The width of the Riser Manifold is approximately 37/2 I _ A _ FLow Note: Items 16&17 are used on Manifolds for use in Canada Only. isia: [7� LI �a 111111111.1 13.00 9' ,, 177 [330.2] sir% I t5 m© wail 0CO 2.25 I 4`° (57-21 — L . [114.3] 0 *Approximate thread engagement. 2"Male x Groove Body Option Note:Values shown in parenthesis are in millimeters 4 . 4 Figure 6 0 2",2W,3",4",and 6" ' ,p, Grooved Commercial Riser Manifold-Figure 513 ---- 5.50(13971 --4- For optional pressure relief valve,see Figure 10(page 7) Approximate Weights and Dimensions of Trimmed (5'n• 2",2'/z",3",4",and 6"Grooved Commercial Riser Manifolds 'Z �SizeA B C D Appx.Width Weight A 1Q1 pc (3e,b' Inches Inches inches Inches Inches Lbs. / �' Inches 0 Mtn mm mm mm mm Kg. -.13.00 � -1164-gad 17.13 0.88 12.88 5.25 3.50 13.5 t .� I �, ./J 2 135.0 22.2 327.0 139.7 88.9 6.1 R 2/z 18.13 1.88 13.75 6.38 3.50 16.8 ..�'le) A • 460.4 47.6 349.3 155.6 88.9 7.6 • lz s 3 18.13 1.88 14.38 6.25 3.50 18.7 -- © �© it 460.4 47.6 365.1 158.8 88.9 8.5 20.00 3.75 17.38 8.38 4.50 32.7 r. D I 4 508.0 95.3 441.3 212.7 114.3 14.8 + BI 1 6 20.00 3.75 19.25 9.25 6.63 41.6 f I Z °.s3 P61 508.0 95.3 489.0 235.0 182.3 18.9 I-o -I "Approximate thread engagement. "13°is the take-out for all sizes 2"through 6" Figure 5 and 6-Bill of Material Note:Values shown in parenthesis are in millimeters 2°Grooved,2"Threaded x Grooved and 2",21/2",3",4",and 6°Commercial Riser Manifold Detail No. Part No. Description Req'd Number 2°Manifold Body Groove x Groove 1 976-254-01 21/2"Manifold Body Groove x Groove 1 976-254-02 1 3"Manifold Body Groove x Groove 1 976-254-03 4"Manifold Body Groove x Groove 1 976-254-04 6"Manifold Body Groove x Groove 1 976-254-05 la 2"Manifold Body Male x Groove 1 976-411-01 Potter Waterflow Switch#VSC w/2"Paddle 1 976-357-01 Potter Waterflow Switch#VSC w/21/2"Paddle 1 976-357-02 2 Potter Waterflow Switch#VSC w/3°Paddle 1 976-357-03 Potter Waterflow Switch#VSC w/4"Paddle 1 976-357-04 Potter Waterflow Switch#VSC w/6"Paddle 1 976-357-05 1"Ball Valve F101 (2") 1 971-121-01 3 1'/a"Ball Valve F101 (21/2"and 3") 1 971-121-02 2"Ball Valve F101 (4"and 6") 1 971-121-03 1°Insp.Test&Drain Valve F202(2')w/1/2"Test Orifice 1 971-122-04 4 1'/4"Insp.Test&Drain Valve F202(2'/2"and 3")w/1/2'Test Orifice 1 971-122-05 2"Insp.Test&Drain Valve F202(4"and 6")w/A'Test Orifice 1 971-122-06 1"Sight'Glass(2") 1 H-418-100 5 11/4"Sight Glass(21/2"and 3") 1 H-418-125 2°Sight Glass(4"and 6") 1 H-418-200 6 Y4"Water Pressure Gauge 1 971-118-01 7 '/4 Pipe Plug 1 H-450-025-000 8 Y4"3-Way Globe Valve 1 971-119-01 9 'A"x 3"Nipple 1 H-459-025-30 10 1°Pipe Plug 1 H-450-100-000 1"x'/2"x 1"Reducing Tee(2") 1 H-469-100-050-100 11 11/4"x Yz"x 11/4"Reducing Tee(21/2"and 3°) 1 H-469-125-050-125 2"x'/2"x 2'Reducing Tee(4"and 6") 1 H-469-200-050-200 12 Y2"Pipe Plug 1 H-450-050-000 13 1"x1/2°x 1"California Tee 1 976-385-01 14 1"Close Nipple 1 H-474-16 15 1"Ball Valve F101 1 971-116-03 16 Tamper Switch(ULC only) 1 H-419-01 17 Label(ULC only) _ 1 976-343-01 Note: Items 16& 17 are used on Manifolds for use in Canada Only. 5 } Figure 7 Potter Waterfiow Switch Terminal Connections _„..4,11.,,„„ `�� c 04° Caution: An uninsulated section of a single conductor is 55f not permitted to be looped around the terminal and serve as two separate connections. The wire must be severed to serve as two separate connections,thereby providing supervision of the connection in the event that the wire becomes dislodged from the terminal. vGO\�G O Figure 8 Potter Waterflow Switch Typical Electrical Connections Local Bell Transformer or Style B/Class B Battery Powered End of Line Resistor CKT.(see note) Open on Alarm/ Close on -0 t Alarm Open on Close on End of Line Alarm Alarm Resistor Signaling Device Supervised Loop Typical Switch Action (see note) To Additional Open on Close on From Open on Close on Devices or Alarm • • Alarm Control Alarm Alarm Return to Panel Control Note: For supervised circuits,see"Switch Terminal Connections"and caution note(above).The Model VSC and Model VSR-SF have two switches,one can be used to operate a central station, proprietary or remote signaling unit,while the other contact is used to operatea local audible or visual annunciator. Testing: The frequency of testing for the Model VSC and Model VSR-SF and their associated protective monitoring system should be in accordance with applicable NFPA Standards and/or the Authority Having Jurisdiction, but under no circumstances less than bimonthly. Figure 9 Potter Tamper Switch Typical Electrical Connection Contacts S.P.D.T.(form C) N.C. v Com. Contacts shown with Cover in Place Contact Rating: 5A@125V AC N.Q. 2.5A42)30V DC Installation for Models VSC and VSR-SF: Remove the one retard assembly mounting screw. Place the switch assembly over the retard mounting tab.Replace the screw. 6 t ',' I 1 Figure 10 Optional Pressure Relief Valve Grooved Commercial Trim-Figure 513 4 IIIIMMIII gimi(i it— C)-111111 ill 11111111-111. Relief Valve is factory set at 175psi(nonadjustable). IIII 11.11T. s.1 Note: If the optional pressure relief kit is desired for Figures 3 and 4,an outlet on the riser must be provided,and the connection andPP ( zgri material between the riser and the manifold will need to be supplied III"I1P1 and fabricated by the installer. •—• F� 7 NORMALLY A [� CLOSENORMALLY I D ^� IN DRAIN unimid POSmON = w® 1- Figure 10-Bill of Material Optional Pressure Relief Valve Kit Detail No. Part No. Req'd Number 1 90°Compression Fitting 2 H-475-050-038 2 ''/2"Watts Pressure Relief Valve Model FP53L(UL,FM) 1 H-476-01 Tubing(2') 1 976-419-01 3 Tubing(2W and 3") 1 976-419-02 Tubing(4"and 6") 1 976-419-03 4 1"x' 'Reducing Bushing 1 H-477-01 M =Male N.P.T. F=Female N.P.T. Optional Figure 513 Pressure Relief Valve Kit G=Grooved Connection Size Part Number 2° 4063 2' and 3" 4072 4°and 6" 4073 Size Figure Part Size Figure Part Number Number 1° 513D,F x F(UL,FM) 4067 2" 5130/513R,M x G(ULC) 4094 1" 513D, F x F(ULC) 4085 2" 513D/513R,G x G(UL,FM) 4059 11/2" 513D/513R,F x M(UL,FM) 4057 2° 513D/513R,G x G(ULC) 4093 11/2" 513D/513R,M x M(UL,FM) 4058 2° 513,G x G,1°Test Orifice(UL,FM) 4060 112" 5130/513R,F x M(ULC) 4088 2° 513,G x G,W Test Orifice(ULC) 4090 1W 513D/513R,M x M(ULC) 4089 21/2" 513,G x G,'/2"Test Orifice(UL,FM) 4061 11/2" 513,F x M 1/2 Test Orifice(UL,FM) 4055 21/2° 513,G x G,1/2°Test Orifice(ULC) 4091 11/2" 513,M x M'/2"Test Orifice(UL,FM) 4056 3" 513,G x G,'/2"Test Orifice(UL,FM) 4062 112" 513,F x M'/2"Test Orifice(ULC) 4086 3' 513,G x G,1/2°Test Orifice(ULC) 4092 11/2" 513,M x M'/2"Test Orifice(ULC) 4087 4" 513,G x G,' "Test Orifice(UL,FM) 4065 112" 513,G x G'/2"Test Orifice(UL,FM) 4056G 4' 513,G x G,' "Test Orifice(ULC) 4095 1'/2" 513,G x G'/2"Test Orifice(ULC) 4087G 6° 513,G x G,'/2"Test Orifice(UL, FM) 4066 2° 5130/513R,M x G(UL, FM) 4064 6" 513,G x G,'/2"Test Orifice(ULC) 4096 7 4 ,I • - I /� v Ordering• Limited Products neither assumes, nor PR authorizes any person to assume for it, any other obligation in connection with IS Procedure Warranty the sale of products or parts of products. Tyco Fire Products shall not Products manufactured by Tyco Fire be responsible for sprinkler system Ordering Information: When placing an Products are warranted solely to the design errors or inaccurate or order,indicate the full product name.Please original Buyer for ten(10)years against incomplete information supplied by specify the quantity,figure number,style, defects in material and workmanship Buyer or Buyer's representatives. and size.(see page 7 for figure and part when paid for and properly installed IN NO EVENT SHALL TYCO FIRE numbers) and maintained under normal use and PRODUCTS BE LIABLE,IN Availability and Service: Grooved Piping service. This warranty will expire ten CONTRACT,TORT,STRICT Products,valves,accessories and other (10)years from date of shipment by LIABILITY OR UNDER ANY OTHER products are available throughout the U.S., Tyco Fire Products. No warranty is LEGAL THEORY,FOR INCIDENTAL, Canada,and internationally,through a given for products or components INDIRECT,SPECIAL OR network distribution centers.You may write manufactured by companies not CONSEQUENTIAL DAMAGES, directly or call 215-362-0700 for the affiliated by ownership with Tyco Fire INCLUDING BUT NOT LIMITED TO distributor nearest you. Products or for products and LABOR CHARGES, REGARDLESS OF components which have been subject WHETHER TYCO FIRE PRODUCTS to misuse, improper installation, WAS INFORMED ABOUT THE Care and corrosion,or which have not been POSSIBILITY OF SUCH DAMAGES, installed,maintained,modified or AND IN NO EVENT SHALL TYCO Maintenance repaired in accordance with applicable FIRE PRODUCTS'LIABILITY EXCEED Standards of the National Fire AN AMOUNT EQUAL TO THE SALES Protection Association(NFPA),and/or PRICE. The owner is responsible for the the standards of any other Authorities inspection,testing,and maintenance of Having Jurisdiction. Materials found by THE FOREGOING WARRANTY IS MADE their fire protection system and devices Tyco Fire Products to be defective shall NV LIEU OF ANYAND ALL OTHER in accordance with the applicable be either repaired or replaced,at Tyco WARRANTIES EXPRESS OR IMPLIED, standards of the National Fire Fire Products'sole option. Tyco Fire INCLUDING WARRANTIES OF Protection Association(e.g.,NFPA 25), MERCHANTABILITY AND FITNESS in addition to the standards of any FOR A PARTICULAR PURPOSE. authority having jurisdiction.The installing contractor or product manufacturer should be contacted relative to any questions.Any impairment must be immediately corrected. It is recommended that automatic sprinkler systems be inspected,tested, and maintained by a qualified Inspection Service. General Notes:It is the Designer's responsibility to select products suitable for the intended service 4:,,1 and to ensure that pressure ratings and performance data is not exceeded. Always read and ISO understand the installation instructions(IH-1000). Never remove any piping component nor correct or modify any piping deficiencies without first depressurizing and draining the system. Material and 9001 /'- gasket selection should be verified to be compatible for the specific application. *VW% Certified Company 'NCO/FlowControl/Tyco Firs Printed in U.S.A.1-03 Products 8 I CANTEBURY WOODS Drawing Date:12/29/05 12/21/05 11:11 HYDRAULIC DESIGN INFORMATION SHEET Job Name: CANTEBURY WOODS BLDGS 1,2,3,5, 6,7 (GARAGE) Location: TIGARD, OREGON Drawing Date: 12/29/05 Remote Area Number: 1 Contractor: JND FIRE SPRINKLER INC. Telephone: (503) 968-5200 12155 SW GRANT AVE. SUITE D. TIGARD, OREGON 97223 Designer: JEFF DUTTON Calculated By:SprinkCAD www.sprinkcad.com �� • �� 451 N. Cannon Ave. Lansdale, PA 19446 7� Construction: V—lHR Occupancy:R-1 RECEIVED Reviewing Authorities:CITY OF TIGARD SYSTEM DESIGN 06 Code:NFPA 13R,99 Hazard:ORDINARY I System Tye rTIGARD SOIL®ttvr®NfS►O Area of Sprinkler Operation GARAGE I Sprinkler or Nozzle Density (gpm/sq ft) 0.150 1 Make:GLOBE Area per Sprinkler 130 sq ft) Model: ND Hose Allowance Inside 0 gpm I K-Factor: 5. 60 Hose Allowance Outside 250 gpm 1 Temperature Rating: 155 CALCULATION SUMMARY 4 Flowing Outlets gpm Required: 329.0 psi Required: 49.5 @ CITY CONN. WATER SUPPLY Water Flow Test I Pump Data 1 Tank or Reservoir Date of Test 11/24/05 I Rated Capacity 0 gpm 1 Capacity 0 gal Static Pressure 64.0 psi 1 Rated Pressure 0. 0 psi 1 Elevation 0 Residual Pres 36.0 psi 1 Elevation 0 1 At a Flow of 1783 gpm 1 Make: 1 Well Elevation 0" 1 Model: I Proof Flow 0 gpm Location: FLOW-109TH & CANTEBURY, PRES-106 Source of Information: CITY OF TIGARD SYSTEM VOLUME 37 Gallons Notes: HIGHEST POINT ON PROJECT USED FOR ELEVATION IN CALC'S , CANTEBURY WOODS Drawing Date:12/29/05 12/21/05 11:11 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 79 49.2 psi 1 Pipe 1-1/2" PVx15 8' 150 1.602 79 1.1 1 1-1/2" Flngd Back Flow Valve Watts CHART LOSS 79 5.4 Elevation Change 8'0" 3.5 Total Loss for RISER 10.0 psi Hydr Ref R1 Required at BASE OF RISER 79 59.2 psi 1 2" CPVC 90 Ell 9' 120 2. 067 79 0.6 1 Pipe 2" PVx15 CSC 25' 150 2. 003 79 1.2 1 Pipe 4" DIx18 Cl 350 40' 140 4.238 79 0.1 Fixed Flow Flow Loss 250 gpm 1 Pipe 8" DIx18 Cl 52 500' 140 8. 720 329 0.3 1 8" Flngd Back Flow Valve Ames "3000 CHART LOSS 329 1.9 1 Pipe 8" DIx18 Cl 52 25' 140 8.720 329 0.0 Elevation Change -32'0" -13.9 Hydr Ref R2 Required at UNDERGROUND 329 49.5 psi Hydr Ref R2 Required at CITY CONN. 329 49.5 psi Water Source 64. 0 psi static, 36. 0 psi residual @ 1783 gpm 329 gpm 62. 8 psi SAFETY PRESSURE 13.3 psi Available Pressure of 62.8 psi Exceeds Required Pressure of 49.5 psi This is a safety margin of 13.3 psi or 21 % of Supply Maximum Water Velocity is 16. 6 fps CANTEBURY WOODS Drawing Date:12/29/05 12/21/05 11:11 LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P SIZE Nominal size of pipe. ID Actual internal diameter of pipe C Hazen Williams pipe roughness factor TYPE Type or schedule of pipe # FITS number of fittings as follows: 90 - 90 deg Ell 45 - 45 deg Ell T - Tee LT - Long Turn 90 Ell SPEC - Fitting other than above or fitting with hydraulic equivalent length specified by manufacturer. Pt Total pressure (psi) at fitting Pf Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C) ^1. 85 / ID^4.87 Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pv Velocity pressure (psi) where Pv = 0.001123 x Q^2/ID^4 Pn Normal pressure (psi) where Pn = Pt - Pv Pdrop Pressure loss in pipe rise or drop to an open head. Phead Pressure at an open head. ELEV elevation from branch tee to open head. PIPE pipe length from branch tee to open head. FITS fitting equivalent length from branch tee to open head. NOTES: - Pressures are balanced to 0. 001 gpm. Pressures are listed to 0.01 psi. Addition may vary by 0.01 psi due to accumulation of round off. - Calculations conform to NFPA 13 edition. - Velocity Pressures are considered on branch lines and cross mains - Path #1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths t 1 , CANTEBURY WOODS Drawing Date:12/29/05 12/21/05 11:11 REMOTE AREA #1 PAGE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 4 TO W (PRIMARY PATH) HEAD 4 20.0 1" 2 0 12'6" 6.7 fps 12.5 12.5 12.5 0.20 gpm/sq ft 1.109" 1 0 15'0" 0.066 1.8 0.0 0.0 K= 5.60 20.0 150 PV 0 27'6" -4 '0" -1.7 12.5 12.5 REF 23 -2.8 1" 0 0 2 '4" 5.8 fps 12.5 12.5 PATH 4 1.109" 0 0 2'6" 0. 050 0.2 0.2 K= -0.81 17.2 150 PV 2 4'10" 0" 0.0 12.3 HEAD 3 19.5 1" 0 0 14 '9" 12.3 fps 12.8 12.8 11.8 0.15 gpm/sq ft 1.109" 2 0 10'0" 0.202 5.0 1.0 0. 0 K= 5.60 36.7 150 PV 0 24'9" 0" 0.0 11.8 11.8 REF 22 1" 0 0 9'8" 12.3 fps 17.8 1.109" 0 0 1' 0" 0.202 2. 1 36.7 150 PV 1 10'8" 0" 0.0 REF 21 1" 1 0 58'1" 12.3 fps 19.9 1.109" 2 0 20'6" 0.202 15.9 36.7 150 PV 5 78'7" 0" 0.0 REF 36 42.3 1-1/4" 3 0 14 '6" 16.6 fps 38.0 38.0 PATH 2 1.400" 1 0 21'0" 0.268 9.5 1.8 K= 6.87 79.0 150 PV 1 35'6" 4 '0" 1.7 36.1 REF W 79.0 gpm PATH 1 K= 11.26 49.2 psi PATH 2 FROM HYDRAULIC REFERENCE 1 TO 36 HEAD 1 19. 6 1" 0 0 5'7" 6.6 fps 12.3 12.3 12.3 0.15 gpm/sq ft 1.109" 0 0 1'0" 0.064 0.4 0. 0 0.0 K= 5. 60 19.6 150 PV 1 6'7" 0" 0.0 12.3 12.3 REF 24 22.7 1" 0 0 64'10" 14.2 fps 12.7 12.7 PATH 3 AND 4 1.109" 1 0 24 '0" 0.263 23.3 0. 0 K= 6.36 42.3 150 PV 7 88'10" 0" 0.0 12.7 CONTINUED 36.1 psi . A CANTEBURY WOODS Drawing Date:12/29/05 12/21/05 11:11 REMOTE AREA #1 PAGE 2 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 2 FROM HYDRAULIC REFERENCE 1 TO 36 CONTINUED REF 25 1-1/4" 0 0 13'8" 8.9 fps 36.1 1.400" 1 0 9'0" 0.084 1.9 42.3 150 PV 3 22'8" 0" 0.0 REF 36 42.3 gpm PATH 2 K= 6.87 38.0 psi PATH 3 FROM HYDRAULIC REFERENCE 2 TO 24 HEAD 2 19.8 1" 0 0 1'9" 6.7 fps 12.5 12.5 12.5 0. 15 gpm/sq ft 1.109" 0 0 1'0" 0.065 0.2 0.0 0.0 K= 5.60 19.8 150 PV 1 2'9" 0" 0.0 12.5 12.5 REF 24 19.8 gpm PATH 3 K= 5.56 12.7 psi PATH 4 FROM HYDRAULIC REFERENCE 23 TO 24 REF 23 2.8 1" 1 0 11'4" 1.0 fps 12.5 12.5 PATH 1 1.109" 2 0 16'0" 0.002 0.0 0.2 K= 0.80 2.8 150 PV 1 27'4" 0" 0. 0 12.3 REF 24 2.8 gpm PATH 4 K= 0.80 12.6 psi Job Water Required Hose Allowance Drawn By CANTEBURY WOODS Static Pressure: 64.0 psi Pressure: 49.5 psi Inside: 0 gpm SprinkCAD TIGARD, OREGON Residual Pressure: 36.0 psi Total Flow: 329 gpm Outside: 0 gpm Tyco Fire Products Flow: 1783 gpm Safety Pressure: 13.3 psi (800)495-5541 - Remote Area: 1 Date/Loc: 11/24/05 FLOW-109TH 70 60 lib 50 111111 Sup.ly P 40 1 111S 111111111111111111111111 I11111111 ....lib' 30 I 111111 111 20 10 1 II 400 600 800 1000 1200 1400 1600 1800 2000 Flow (gpm) CANTEBURY WOODS Drawing Date:12/29/05 12/21/05 11:11 HYDRAULIC DESIGN INFORMATION SHEET Job Name: CANTEBURY WOODS BLDGS 1,2,3,5,6,7 Location: TIGARD, OREGON Drawing Date: 12/29/05 Remote Area Number: 2 Contractor: JND FIRE SPRINKLER INC. Telephone: (503) 968-5200 12155 SW GRANT AVE. SUITE D. TIGARD, OREGON 97223 Designer: JEFF DUTTON Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: V—(MR Occupancy:R-1 Reviewing Authorities:CITY OF TIGARD SYSTEM DESIGN Code:NFPA 13R, 99 Hazard:RES System Type:WET Area of Sprinkler Operation 4 HEADS I Sprinkler or Nozzle Density (gpm/sq ft) 0.0547 I Make: GLOBE Area per Sprinkler 256 sq ft1 Model: GL4710 Hose Allowance Inside 0 gpm 1 K-Factor: 4.70 Hose Allowance Outside 0 gpm I Temperature Rating: 155 CALCULATION SUMMARY 4 Flowing Outlets gpm Required: 63.0 psi Required: 45.3 @ CITY CONN. WATER SUPPLY Water Flow Test I Pump Data I Tank or Reservoir Date of Test 11/24/05 I Rated Capacity 0 gpm I Capacity 0 gal Static Pressure 64.0 psi I Rated Pressure 0.0 psi I Elevation 0 Residual Pres 36.0 psi I Elevation 0 1 At a Flow of 1783 gpm I Make: ( Well Elevation 0" I Model: I Proof Flow 0 gpm Location: FLOW-109TH & CANTEBURY, PRES-106TH & CANTEBURY Source of Information: CITY OF TIGARD SYSTEM VOLUME 37 Gallons Notes: HIGHEST POINT ON PROJECT USED FOR ELEVATION IN CALC'S. CANTEBURY WOODS Drawing Date:12/29/05 12/21/05 11:11 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 2 63 46.7 psi 1 Pipe 1-1/2" PVx15 8' 150 1. 602 63 0.7 1 1-1/2" Flngd Back Flow Valve Watts CHART LOSS 63 5.2 Elevation Change 8'0" 3. 5 Total Loss for RISER 9.4 psi Hydr Ref Rl Required at BASE OF RISER 63 56.1 psi 1 2" CPVC 90 Ell 9' 120 2.067 63 0. 4 1 Pipe 2" PVx15 CSC 25' 150 2. 003 63 0. 8 1 Pipe 4" DIx18 Cl 350 40' 140 4.238 63 0. 0 1 Pipe 8" DIx18 Cl 52 500' 140 8.720 63 0. 0 1 8" Flngd Back Flow Valve Ames "3000 CHART LOSS 63 1. 8 1 Pipe 8" DIx18 Cl 52 25' 140 8.720 63 0. 0 Elevation Change -32'0" -13. 9 Hydr Ref R2 Required at UNDERGROUND 63 45.3 psi Hydr Ref R2 Required at CITY CONN. 63 45.3 psi Water Source 64.0 psi static, 36.0 psi residual @ 1783 gpm 63 gpm 63.9 psi SAFETY PRESSURE 18.6 psi Available Pressure of 63.9 psi Exceeds Required Pressure of 45.3 psi This is a safety margin of 18.6 psi or 29 % of Supply Maximum Water Velocity is 22.9 fps CANTEBURY WOODS Drawing Date:12/29/05 12/21/05 11:11 LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P SIZE Nominal size of pipe. ID Actual internal diameter of pipe C Hazen Williams pipe roughness factor TYPE Type or schedule of pipe FITS number of fittings as follows: 90 - 90 deg Ell 45 - 45 deg Ell T - Tee LT - Long Turn 90 Ell SPEC - Fitting other than above or fitting with hydraulic equivalent length specified by manufacturer. Pt Total pressure (psi) at fitting Pf Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C) ^1.85 / ID^4.87 Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pv Velocity pressure (psi) where Pv = 0.001123 x Q^2/ID^4 Pn Normal pressure (psi) where Pn = Pt - Pv Pdrop Pressure loss in pipe rise or drop to an open head. Phead Pressure at an open head. ELEV elevation from branch tee to open head. PIPE pipe length from branch tee to open head. FITS fitting equivalent length from branch tee to open head. NOTES: - Pressures are balanced to 0. 001 gpm. Pressures are listed to 0.01 psi. Addition may vary by 0.01 psi due to accumulation of round off. - Calculations conform to NFPA 13 edition. - Velocity Pressures are considered on branch lines and cross mains - Path #1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths k / i , M CANTEBURY WOODS Drawing Date:12/29/05 12/21/05 11:11 REMOTE AREA #2 PAGE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 6 TO W (PRIMARY PATH) HEAD 6 14.0 3/4" 0 0 6'1" 7.4 fps 9.1 9.1 9.1 -6" 0.10 gpm/sq ft 0.884" 1 0 3'0" 0.102 0.9 0.0 0.2 6" K= 4.70 14.0 150 PV 0 9'1" 0" 0.0 9.1 8.9 48" REF 37 14.5 3/4" 0 0 4'3" 15.0 fps 11.5 11.5 PATH 2 0.884" 0 0 1'0" 0.382 2.0 1.5 K= 4.27 28.5 150 PV 1 5'3" 0" 0.0 10.0 HEAD 8 14.8 3/4" 0 0 5'4" 22.9 fps 13.6 13.6 10. 1 -6" 0.11 gpm/sq ft 0.884" 1 0 5'0" 0.828 8.5 3.5 0.2 6" K= 4.70 43.3 150 PV 0 10'4" 0" 0.0 10.1 9.9 36" REF 22 -16.5 1" 0 0 14'9" 9. 0 fps 22.1 22.1 PATH 4 1. 109" 2 0 11'6" 0.113 3.0 0.5 K= -3.56 26. 8 150 PV 1 26'3" 0" 0.0 21.6 REF 3 1" 0 0 2'4" 9.0 fps 25.1 1.109" 1 0 5'0" 0.113 0.8 26.8 150 PV 0 7'4" 0" 0.0 REF 23 1" 1 0 11'4" 9. 0 fps 25. 9 1.109" 0 0 11'0" 0.113 2.5 26.8 150 PV 2 22'4" 0" 0.0 REF 24 1" 0 0 64'10" 9. 0 fps 28.4 1.109" 0 0 19'0" 0. 113 9.5 26.8 150 PV 7 83'10" 0" 0.0 REF 25 1-1/4" 0 0 13'8" 5. 6 fps 37. 9 1.400" 1 0 9'0" 0. 036 0.8 26. 8 150 PV 3 22'8" 0" 0.0 REF 36 36.2 1-1/4" 3 0 14'6" 13.3 fps 38.7 38.7 PATH 3 1.400" 1 0 21'0" 0.176 6.3 1.2 K= 5.91 63.0 150 PV 1 35'6" 4'0" 1.7 37.5 REF W 63.0 gpm PATH 1 K= 9.22 46.7 psi Job Water Required Hose Allowance Drawn By CANTEBURY WOODS Static Pressure: 64.0 psi Pressure: 45.3 psi Inside: 0 gpm SprinkCAD TIGARD, OREGON Residual Pressure: 36.0 psi Total Flow: 63 gpm Outside: 0 gpm Tyco Fire Products Flow: 1783 gpm Safety Pressure: 18.6 psi (800)495-5541 Remote Area: 2 Date/Loc: 11/24/05 FLOW-109TH 70 60 50 Su..ly • P 40 S 30 20 10 400 600 800 1000 1200 1400 1600 1800 2000 Flow (gpm) 4 CANTEBURY WOODS Drawing Date:12/29/05 12/21/05 11:11 HYDRAULIC DESIGN INFORMATION SHEET Job Name: CANTEBURY WOODS BLDGS 1,2,3,5, 6,7 Location: TIGARD, OREGON Drawing Date: 12/29/05 Remote Area Number: 3 Contractor: JND FIRE SPRINKLER INC. Telephone: (503) 968-5200 12155 SW GRANT AVE. SUITE D. TIGARD, OREGON 97223 Designer: JEFF DUTTON Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: V— (I- Z Occupancy:R-1 Reviewing Authorities:CITY OF TIGARD SYSTEM DESIGN Code:NFPA 13R,99 Hazard:RES System Type:WET Area of Sprinkler Operation 4 HEADS 1 Sprinkler or Nozzle Density (gpm/sq ft) 0.0547 1 Make: GLOBE Area per Sprinkler 256 sq ftl Model: GL4710 Hose Allowance Inside 0 gpm 1 K-Factor: 4.70 Hose Allowance Outside 0 gpm 1 Temperature Rating: 155 CALCULATION SUMMARY 4 Flowing Outlets gpm Required: 62.1 psi Required: 50.6 @ CITY CONN. WATER SUPPLY Water Flow Test Pump Data 1 Tank or Reservoir Date of Test 11/24/05 Rated Capacity 0 gpm 1 Capacity 0 gal Static Pressure 64.0 psi Rated Pressure 0.0 psi 1 Elevation 0 Residual Pres 36.0 psi Elevation 0 At a Flow of 1783 gpm Make: Well Elevation 0" Model: 1 Proof Flow 0 gpm Location: FLOW-109TH & CANTEBURY, PRES-106TH & CANTEBURY Source of Information: CITY OF TIGARD SYSTEM VOLUME 37 Gallons Notes: HIGHEST POINT ON PROJECT USED FOR ELEVATION IN CALC'S. CANTEBURY WOODS Drawing Date:12/29/05 12/21/05 11:11 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 3 62 52.0 psi 1 Pipe 1-1/2" PVx15 8' 150 1.602 62 0. 7 1 1-1/2" Fingd Back Flow Valve Watts CHART LOSS 62 5.2 Elevation Change 8'0" 3.5 Total Loss for RISER 9.4 psi Hydr Ref R1 Required at BASE OF RISER 62 61.4 psi 1 2" CPVC 90 Ell 9' 120 2. 067 62 0.4 1 Pipe 2" PVx15 CSC 25' 150 2.003 62 0.7 1 Pipe 4" DIx18 Cl 350 40' 140 4.238 62 0. 0 1 Pipe 8" DIx18 Cl 52 500' 140 8.720 62 0. 0 1 8" Flngd Back Flow Valve Ames "3000 CHART LOSS 62 1. 8 1 Pipe 8" DIx18 Cl 52 25' 140 8.720 62 0. 0 Elevation Change -32' 0" -13.9 Hydr Ref R2 Required at UNDERGROUND 62 50.6 psi Hydr Ref R2 Required at CITY CONN. 62 50.6 psi Water Source 64.0 psi static, 36.0 psi residual 8 1783 gpm 62 gpm 63.9 psi SAFETY PRESSURE 13.3 psi Available Pressure of 63. 9 psi Exceeds Required Pressure of 50. 6 psi This is a safety margin of 13.3 psi or 21 % of Supply Maximum Water Velocity is 13.1 fps k CANTEBURY WOODS Drawing Date:12/29/05 12/21/05 11:11 LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P SIZE Nominal size of pipe. ID Actual internal diameter of pipe C Hazen Williams pipe roughness factor TYPE Type or schedule of pipe # FITS number of fittings as follows: 90 - 90 deg Ell 45 - 45 deg Ell T - Tee LT - Long Turn 90 Ell SPEC - Fitting other than above or fitting with hydraulic equivalent length specified by manufacturer. Pt Total pressure (psi) at fitting Pf Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C) ^1.85 / ID^4.87 Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pv Velocity pressure (psi) where Pv = 0.001123 x Q^2/ID^4 Pn Normal pressure (psi) where Pn = Pt - Pv Pdrop Pressure loss in pipe rise or drop to an open head. Phead Pressure at an open head. ELEV elevation from branch tee to open head. PIPE pipe length from branch tee to open head. FITS fitting equivalent length from branch tee to open head. NOTES: - Pressures are balanced to 0. 001 gpm. Pressures are listed to 0.01 psi. Addition may vary by 0.01 psi due to accumulation of round off. - Calculations conform to NFPA 13 edition. - Velocity Pressures are considered on branch lines and cross mains - Path #1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths s r, 1 CANTEBURY WOODS Drawing Date:12/29/05 12/21/05 11:11 REMOTE AREA #3 PAGE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 10 TO W (PRIMARY PATH) HEAD 10 14.0 3/4" 0 0 1'5" 7.4 fps 9. 1 9.1 9.1 -6" 0.10 gpm/sq ft 0.884" 1 0 3' 0" 0.102 0.5 0.0 0.2 6" K= 4.70 14.0 150 PV 0 4 '5" 0" 0.0 9.1 8.9 48" REF 30 1.0 3/4" 2 0 9'6" 7.9 fps 10.0 10.0 PATH 6 0.884" 1 0 11'0" 0.116 2.4 0.4 K= 0.30 15.0 150 PV 0 20'6" 2'7" 1.1 9.6 REF 34 2.1 3/4" 3 0 68'1" 9.0 fps 14.0 14.0 PATH 5 0.884" 0 0 23'0" 0. 148 13.5 0.5 K= 0.57 17.1 150 PV 11 91'1" 0" 0.0 13.5 REF 32 13.6 1" 0 0 9'7" 10.3 fps 27.5 27.5 PATH 2 1.109" 1 0 7'0" 0. 145 2.4 0.7 K= 2.62 30.6 150 PV 1 16'7" 0" 0.0 26.8 REF 33 31.4 1-1/4" 2 0 14'3" 13.1 fps 29.9 29.9 PATH 3 1.400" 2 0 24'0" 0. 172 6.6 1.1 K= 5.86 62.1 150 PV 0 38'3" 9'0" 3.9 28.8 REF 25 -7.8 1-1/4" 0 0 13'8" 11.4 fps 40.4 40.4 PATH 7 1.400" 2 0 15'0" 0.134 3.8 0. 0 K= -1.23 54.2 150 PV 3 28'8" 0" 0.0 40.4 REF 36 7.8 1-1/4" 3 0 14'6" 13.1 fps 44.2 44.2 PATH 7 1.400" 1 0 21'0" 0. 172 6.1 1.1 K= 1.19 62.1 150 PV 1 35'6" 4 '0" 1.7 43.1 REF W 62.1 gpm PATH 1 K= 8. 61 52.0 psi PATH 2 FROM HYDRAULIC REFERENCE 9 TO 32 HEAD 9 14.5 3/4" 0 0 1'6" 7.7 fps 9.8 9.8 9.8 -6" 0.10 gpm/sq ft 0. 884" 0 0 0" 0. 109 0.2 0.0 0.3 6" K= 4.70 14.5 150 PV 0 1'6" 0" 0. 0 9.8 9.5 48" CONTINUED 10. 0 psi 4 I 4 CANTEBURY WOODS Drawing Date:12/29/05 12/21/05 11: 11 REMOTE AREA #3 PAGE 2 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 2 FROM HYDRAULIC REFERENCE 9 TO 32 CONTINUED REF 31 -1.0 3/4" 11 0 100'9" 7.2 fps 10.0 10.0 PATH 6 0.884" 3 0 62' 0" 0.096 15.7 0.0 K= -0.30 13.6 150 PV 7 162'9" 2'7" 1.1 10.0 REF 32 13.6 gpm PATH 2 K= 2.62 26.8 psi PATH 3 FROM HYDRAULIC REFERENCE 12 TO 33 HEAD 12 16.2 3/4" 0 0 6'3" 8.5 fps 12.2 12.2 12.2 -6" 0.12 gpm/sq ft 0.884" 1 0 3'0" 0.134 1.2 0.0 0.4 6" K= 4.70 16.2 150 PV 0 9'3" 0" 0.0 12.2 11.8 48" REF 28 15.3 1" 0 0 21'5" 10.5 fps 14.2 14.2 PATH 4 1.109" 1 0 11'0" 0.152 4. 9 0.7 K= 4.05 31.4 150 PV 6 32'5" 0" 0. 0 13.5 REF 16 1" 0 0 3'2" 10.5 fps 19.1 1.109" 1 0 5'0" 0.152 1.2 31.4 150 PV 0 8'2" 0" 0.0 REF 27 1" 3 0 8' 9" 10.5 fps 20.3 1.109" 0 0 16'0" 0.152 3.8 31.4 150 PV 1 24' 9" -1'4" -0.6 REF 14 1" 0 0 8'0" 10.5 fps 23.5 1.109" 0 0 1'0" 0.152 1.4 31.4 150 PV 1 9'0" 0" 0.0 REF 13 1-1/4" 4 0 38 ' 9" 6.6 fps 24. 9 1.400" 0 0 29'0" 0.049 3.3 31.4 150 PV 5 67'9" 1'4" 0.6 REF 33 31.4 gpm PATH 3 K= 5.86 28.8 psi i CANTEBURY WOODS Drawing Date:12/29/05 12/21/05 11:11 REMOTE AREA #3 PAGE 3 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 4 FROM HYDRAULIC REFERENCE 11 TO 28 HEAD 11 17.4 1" 0 0 3'9" 5.1 fps 14.0 14.0 14.0 -6" 0.12 gpm/sq ft 1.109" 0 0 1'0" 0.040 0.2 0.0 0.3 6" K= 4.70 15.3 150 PV 1 4'9" 0" 0. 0 14.0 13.7 36" REF 28 15.3 gpm PATH 4 K= 4.05 14.2 psi PATH 5 FROM HYDRAULIC REFERENCE 11 TO 34 HEAD 11 17.4 1" 1 0 5'7" 0.7 fps 14.0 14.0 14.0 -6" 0.12 gpm/sq ft 1.109" 0 0 6'0" 0.001 0. 0 0.0 0.3 6" K= 4.70 2.1 150 PV 1 11'7" 0" 0. 0 14.0 13.7 36" REF 34 2.1 gpm PATH 5 K= 0.57 14.0 psi PATH 6 FROM HYDRAULIC REFERENCE 31 TO 30 REF 31 1.0 3/4" 1 0 9' 0" 0.5 fps 10. 0 10.0 PATH 2 0.884" 1 0 8' 0" 0.001 0.0 0.0 K= 0.30 1.0 150 PV 1 17'0" 0" 0. 0 10. 0 REF 30 1.0 gpm PATH 6 K= 0.30 10.0 psi PATH 7 FROM HYDRAULIC REFERENCE 25 TO 36 REF 25 7.8 1" 0 0 64 '10" 2.6 fps 40.4 40.4 PATH 1 1.109" 1 0 29'0" 0.012 1. 1 0. 0 K= 1.23 7.8 150 PV 7 93'10" 0" 0. 0 40.4 REF 24 1" 1 0 11'4" 2. 6 fps 41.4 1.109" 1 0 11'0" 0.012 0.3 7.8 150 PV 1 22'4" 0" 0.0 REF 23 1" 0 0 2'4" 2.6 fps 41.7 1.109" 0 0 1'6" 0.012 0. 0 7.8 150 PV 1 3'10" 0" 0. 0 CONTINUED 41.7 psi • 4 CANTEBURY WOODS Drawing Date:12/29/05 12/21/05 11:11 REMOTE AREA #3 PAGE 4 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 7 FROM HYDRAULIC REFERENCE 25 TO 36 CONTINUED REF 3 1" 0 0 14'9" 2. 6 fps 41.7 1.109" 2 0 10'0" 0.012 0.3 7.8 150 PV 0 24'9" 0" 0.0 REF 22 1" 0 0 9'8" 2.6 fps 42.0 1.109" 0 0 1'0" 0.012 0.1 7.8 150 PV 1 10'8" 0" 0.0 REF 21 1" 1 0 58'1" 2.6 fps 42.2 1.109" 2 0 20'6" 0.012 0.9 7.8 150 PV 5 78'7" 0" 0.0 REF 36 7.8 gpm PATH 7 K= 1.19 43.1 psi Job Water Required Hose Allowance Drawn By CANTEBURY WOODS Static Pressure: 64.0 psi Pressure: 50.6 psi Inside: 0 gpm SprinkCAD TIGARD, OREGON Residual Pressure: 36.0 psi Total Flow: 62 gpm Outside: 0 gpm Tyco Fire Products Flow: 1783 gpm Safety Pressure: 13.3 psi (800)495-5541 70 Remote Area: 3 Date/Loc: 11/24/05 FLOW-109TH s 60 50® Sup•ly P 40 S 30 20 10 400 600 800 1000 1200 1400 1600 1800 2000 Flow (gpm) 4 CANTEBURY WOODS Drawing Date:12/29/05 12/21/05 11:11 HYDRAULIC DESIGN INFORMATION SHEET Job Name: CANTEBURY WOODS BLDGS 1,2,3,5, 6,7 Location: TIGARD, OREGON Drawing Date: 12/29/05 Remote Area Number: 4 Contractor: JND FIRE SPRINKLER INC. Telephone: (503) 968-5200 12155 SW GRANT AVE. SUITE D. TIGARD, OREGON 97223 Designer: JEFF DUTTON Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: V-(HR Occupancy:R-1 Reviewing Authorities:CITY OF TIGARD SYSTEM DESIGN Code:NFPA 13R,99 Hazard:RES System Type:WET Area of Sprinkler Operation 4 HEADS I Sprinkler or Nozzle Density (gpm/sq ft) 0.056 I Make: GLOBE Area per Sprinkler 324 sq ftl Model: GL4710 Hose Allowance Inside 0 gpm I K-Factor: 4.70 Hose Allowance Outside 0 gpm I Temperature Rating: 155 CALCULATION SUMMARY 4 Flowing Outlets gpm Required: 71.4 psi Required: 53.5 @ CITY CONN. WATER SUPPLY Water Flow Test Pump Data I Tank or Reservoir Date of Test 11/24/05 I Rated Capacity 0 gpm I Capacity 0 gal Static Pressure 64.0 psi I Rated Pressure 0.0 psi I Elevation 0 Residual Pres 36.0 psi I Elevation 0 At a Flow of 1783 gpm I Make: I Well Elevation 0" I Model: I Proof Flow 0 gpm Location: FLOW-109TH & CANTEBURY, PRES-106TH & CANTEBURY Source of Information: CITY OF TIGARD SYSTEM VOLUME 37 Gallons Notes: HIGHEST POINT ON PROJECT USED FOR ELEVATION IN CALC'S CANTEBURY WOODS Drawing Date:12/29/05 12/21/05 11:11 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 4 71 54.3 psi 1 Pipe 1-1/2" PVx15 8' 150 1. 602 71 0.9 1 1-1/2" Flngd Back Flow Valve Watts CHART LOSS 71 5.3 Elevation Change 8'0" 3.5 Total Loss for RISER 9.7 psi Hydr Ref R1 Required at BASE OF RISER 71 64. 0 psi 1 2" CPVC 90 Ell 9' 120 2. 067 71 0.5 1 Pipe 2" PVx15 CSC 25' 150 2. 003 71 1.0 1 Pipe 4" DIx18 Cl 350 40' 140 4.238 71 0.0 1 Pipe 8" DIx18 Cl 52 500' 140 8.720 71 0.0 1 8" Flngd Back Flow Valve Ames "3000 CHART LOSS 71 1.8 1 Pipe 8" DIx18 Cl 52 25' 140 8.720 71 0.0 Elevation Change -32'0" -13.9 Hydr Ref R2 Required at UNDERGROUND 71 53.5 psi Hydr Ref R2 Required at CITY CONN. 71 53.5 psi Water Source 64.0 psi static, 36.0 psi residual @ 1783 gpm 71 gpm 63.9 psi SAFETY PRESSURE 10.4 psi Available Pressure of 63.9 psi Exceeds Required Pressure of 53.5 psi This is a safety margin of 10.4 psi or 16 % of Supply Maximum Water Velocity is 15.0 fps V CANTEBURY WOODS Drawing Date:12/29/05 12/21/05 11: 11 LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P SIZE Nominal size of pipe. ID Actual internal diameter of pipe C Hazen Williams pipe roughness factor TYPE Type or schedule of pipe # FITS number of fittings as follows: 90 - 90 deg Ell 45 - 45 deg Ell T - Tee LT - Long Turn 90 Ell SPEC - Fitting other than above or fitting with hydraulic equivalent length specified by manufacturer. Pt Total pressure (psi) at fitting Pf Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C) ^1.85 / ID^4.87 Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pv Velocity pressure (psi) where Pv = 0.001123 x Q^2/ID^4 Pn Normal pressure (psi) where Pn = Pt - Pv Pdrop Pressure loss in pipe rise or drop to an open head. Phead Pressure at an open head. ELEV elevation from branch tee to open head. PIPE pipe length from branch tee to open head. FITS fitting equivalent length from branch tee to open head. NOTES: - Pressures are balanced to 0.001 gpm. Pressures are listed to 0.01 psi. Addition may vary by 0.01 psi due to accumulation of round off. - Calculations conform to NFPA 13 edition. - Velocity Pressures are considered on branch lines and cross mains - Path #1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths I CANTEBURY WOODS Drawing Date:12/29/05 12/21/05 11: 11 REMOTE AREA #4 PAGE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 15 TO W (PRIMARY PATH) HEAD 15 16.7 3/4" 1 0 2'6" 8.8 fps 12.7 12.7 12 .7 -6" 0.12 gpm/sq ft 0.884" 0 0 4'0" 0.141 0.9 0.0 0.4 6" K= 4.70 16.7 150 PV 0 6'6" 0" 0.0 12.7 12 .3 48" REF 35 3/4" 0 0 5'3" 8.8 fps 13.6 0. 884" 1 0 5' 0" 0.141 1.4 16.7 150 PV 0 10'3" 0" 0. 0 REF 27 -2.7 1" 3 0 8'9" 4.7 fps 15.1 15.1 PATH 3 1.109" 1 0 21'0" 0.034 1.0 0.1 K= -0.71 13. 9 150 PV 1 29' 9" -1'4" -0.6 14.9 HEAD 14 18. 0 1" 0 0 8' 0" 10.7 fps 15.5 15.5 14.7 -6" 0.10 gpm/sq ft 1.109" 0 0 1'0" 0.156 1.4 0.8 0.4 6" K= 4.70 31.9 150 PV 1 9' 0" 0" 0. 0 14.7 14.4 36" HEAD 13 18.8 1-1/4" 4 0 38'9" 10.7 fps 16.9 16.9 16.2 -6" 0. 10 gpm/sq ft 1.400" 0 0 29'0" 0.118 8.0 0.8 0.4 6" K= 4.70 50.7 150 PV 5 67'9" 1'4" 0.6 16.2 15.8 36" REF 33 20.7 1-1/4" 2 0 14'3" 15.0 fps 27.3 27.3 PATH 2 1.400" 2 0 24'0" 0.222 8.5 1.5 K= 3. 96 71.4 150 PV 0 38'3" 9'0" 3. 9 25.8 REF 25 -9.0 1-1/4" 0 0 13'8" 13.1 fps 39.7 39.7 PATH 5 1.400" 2 0 15'0" 0.174 5. 0 0.0 K= -1.42 62.4 150 PV 3 28'8" 0" 0.0 39.7 REF 36 9.0 1-1/4" 3 0 14'6" 15.0 fps 44.7 44.7 PATH 5 1.400" 1 0 21'0" 0.222 7. 9 1.5 K= 1.36 71.4 150 PV 1 35'6" 4'0" 1.7 43.2 REF W 71.4 gpm PATH 1 K= 9.69 54.3 psi : ' 5 _ CANTEBURY WOODS Drawing Date:12/29/05 12/21/05 11: 11 REMOTE AREA #4 PAGE 2 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 2 FROM HYDRAULIC REFERENCE 16 TO 33 HEAD 16 17.9 1" 0 0 21'5" 6.9 fps 15.2 15.2 14. 9 -6" 0.13 gpm/sq ft 1.109" 1 0 11'0" 0.070 2.3 0.3 0.3 6" K= 4.70 20.7 150 PV 6 32'5" 0" 0. 0 14.9 14. 6 36" REF 28 1" 0 0 3' 9" 6. 9 fps 17.5 1.109" 0 0 1'0" 0. 070 0.3 20.7 150 PV 1 4 '9" 0" 0.0 REF 11 1" 1 0 5'7" 6.9 fps 17.8 1.109" 0 0 5'0" 0.070 0.7 20.7 150 PV 0 10'7" 0" 0.0 REF 34 -8.2 3/4" 3 0 68'1" 6.6 fps 18. 6 18.6 PATH 4 0.884" 0 0 24'0" 0.082 7.6 0.3 K= -1.93 12.4 150 PV 12 92'1" 0" 0. 0 18.3 REF 32 8.2 1" 0 0 9'7" 6.9 fps 26. 1 26.1 PATH 4 1.109" 1 0 7'0" 0.070 1.2 0.3 K= 1.62 20.7 150 PV 1 16'7" 0" 0.0 25.8 REF 33 20.7 gpm PATH 2 K= 3.96 27.3 psi PATH 3 FROM HYDRAULIC REFERENCE 27 TO 16 REF 27 2.7 1" 0 0 3'2" 0.9 fps 15.1 15. 1 PATH 1 1.109" 0 0 1'0" 0. 002 0.0 0.1 K= 0.70 2.7 150 PV 1 4'2" 0" 0. 0 14.9 REF 16 2.7 gpm PATH 3 K= 0.70 15.1 psi PATH 4 FROM HYDRAULIC REFERENCE 34 TO 32 REF 34 8.2 3/4" 2 0 9'6" 4.4 fps 18. 6 18.6 PATH 2 0. 884" 1 0 12'0" 0.039 0.8 0.3 K= 1. 92 8.2 150 PV 1 21'6" -2'7" -1.1 18.3 CONTINUED 18.3 psi CANTEBURY WOODS Drawing Date:12/29/05 12/21/05 11:11 REMOTE AREA #4 PAGE 3 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 4 FROM HYDRAULIC REFERENCE 34 TO 32 CONTINUED REF 30 3/4" 1 0 9'0" 4.4 fps 18.5 0.884" 0 0 5'0" 0.039 0.5 8.2 150 PV 1 14'0" 0" 0.0 REF 31 3/4" 11 0 100'9" 4.4 fps 19.1 0.884" 2 0 59'0" 0. 039 6.2 8.2 150 PV 7 159'9" 2'7" 1. 1 REF 32 8.2 gpm PATH 4 K= 1.61 26.4 psi PATH 5 FROM HYDRAULIC REFERENCE 25 TO 36 REF 25 9. 0 1" 0 0 64'10" 3.0 fps 39.7 39.7 PATH 1 1.109" 1 0 29'0" 0.015 1.4 0.0 K= 1.42 9.0 150 PV 7 93'10" 0" 0.0 39.7 REF 24 1" 1 0 11'4" 3.0 fps 41.1 1.109" 1 0 11'0" 0. 015 0.3 9. 0 150 PV 1 22'4" 0" 0.0 REF 23 1" 0 0 2'4" 3.0 fps 41.4 1.109" 0 0 1'6" 0.015 0.1 9.0 150 PV 1 3'10" 0" 0.0 REF 3 1" 0 0 14'9" 3.0 fps 41.5 1.109" 2 0 10'0" 0.015 0.4 9.0 150 PV 0 24'9" 0" 0.0 REF 22 1" 0 0 9'8" 3.0 fps 41.8 1.109" 0 0 1'0" 0.015 0.2 9.0 150 PV 1 10'8" 0" 0.0 REF 21 1" 1 0 58'1" 3.0 fps 42.0 1.109" 2 0 20'6" 0. 015 1.2 9.0 150 PV 5 78'7" 0" 0. 0 REF 36 9.0 gpm PATH 5 K= 1.36 43.2 psi 1 Job Water Required Hose Allowance Drawn By CANTEBURY WOODS Static Pressure: 64.0 psi Pressure: 53.5 psi Inside: 0 gpm SprinkCAD _ TIGARD, OREGON Residual Pressure: 36.0 psi Total Flow: 71 gpm Outside: 0 gpm Tyco Fire Products Flow: 1783 gpm Safety Pressure: 10.4 psi (800)495-5541 70 Remote Area: 4 Date/Loc: 11/24/05 FLOW-109TH • 60 111'` II` I III holm I ,.■■---- Supaly iliall 111 hill 1111111111 20 1 II 10 400 600 800 1000 1200 1400 1600 1800 2000 Flow (gpm) p CANTEBURY WOODS Drawing Date:12/29/05 12/22/05 8:34 HYDRAULIC DESIGN INFORMATION SHEET Job Name: CANTEBURY WOODS BLDGS 8, 9, 13-15,20-25,29-32 Location: TIGARD, OREGON (GARAGE) Drawing Date: 12/29/05 Remote Area Number: 1 Contractor: JND FIRE SPRINKLER INC. Telephone:503-968-5200 12155 SW GRANT AVE SUITE D RECEIVED TIGARD, OREGON JAN CC 223 Designer: JEFF7 ]DUTTON JAN �} 2o�U 'Calculated By:SprinkCAD www.sprinkcad.com CITY OF TIGARD 451 N. Cannon Ave. BUILDING DIVISION Lansdale, PA 19446 Construction: 4-4 Occupancy:R-1 Reviewing Authorities:CITY OF TIGARD SYSTEM DESIGN Code:NFPA 13R,99 Hazard:ORDINARY I System Type:WET Area of Sprinkler Operation GARAGE I Sprinkler or Nozzle Density (gpm/sq ft) 0.150 1 Make: GLOBE Area per Sprinkler 130 sq ft! Model: ND Hose Allowance Inside 0 gpm 1 K-Factor: 5.60 Hose Allowance Outside 250 gpm 1 Temperature Rating: 155 CALCULATION SUMMARY 7 Flowing Outlets gpm Required: 388.2 psi Required: 53.4 @ CITY CONN WATER SUPPLY Water Flow Test I Pump Data 1 Tank or Reservoir Date of Test 11/24/05 1 Rated Capacity 0 gpm I Capacity 0 gal Static Pressure 64.0 psi 1 Rated Pressure 0.0 psi 1 Elevation 0 Residual Pres 36.0 psi 1 Elevation 0 1 At a Flow of 1783 gpm I Make: Well Elevation 0" 1 Model: 1 Proof Flow 0 gpm Location: FLOW-109TH & CANTEBURY, PRES-106 Source of Information: CITY OF TIGARD SYSTEM VOLUME 55 Gallons Notes: HIGHEST POINT ON PROJECT USED FOR ELEVATION IN CALC'S 1 1 V CANTEBURY WOODS Drawing Date:12/29/05 12/22/05 8:34 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 138 46.3 psi Total Loss for TO SYSTEM 0.0 psi Elevation Change 8' 0" 3.5 1 Pipe 2" PVx15 6' 150 2.003 138 0.8 1 2" Thrd Back Flow Valve AMES "2000B CHART LOSS 138 6.1 Total Loss for THRU RISER 10.4 psi Hydr Ref R1 Required at AT BASE OF RISER 138 56.7 psi 1 Pipe 2" PVx15 25' 150 2.003 138 3.3 1 Pipe 4" DIx18 Cl 52 40' 140 4.510 138 0.1 Fixed Flow Outside Hose Allow. 250 gpm 1 Pipe 8" DIx18 Cl 52 500' 140 8.720 388 0.4 1 8" Flngd Back Flow Valve Ames "3000 CHART LOSS 388 6.7 1 Pipe 8" DIx18 Cl 350 25' 140 8.488 388 0.0 Elevation Change -32'0" -13.9 Total Loss for THRU UNDG -3.3 psi Hydr Ref R2 Required at CITY CONN 388 53.4 psi Water Source 64.0 psi static, 36.0 psi residual @ 1783 gpm 388 gpm 62.3 psi SAFETY PRESSURE 9. 0 psi Available Pressure of 62.3 psi Exceeds Required Pressure of 53.4 psi This is a safety margin of 9.0 psi or 14 % of Supply Maximum Water Velocity is 22.2 fps • CANTEBURY WOODS Drawing Date:12/29/05 12/22/05 8:34 LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P SIZE Nominal size of pipe. ID Actual internal diameter of pipe C Hazen Williams pipe roughness factor TYPE Type or schedule of pipe # FITS number of fittings as follows: 90 - 90 deg Ell 45 - 45 deg Ell T - Tee LT - Long Turn 90 Ell SPEC - Fitting other than above or fitting with hydraulic equivalent length specified by manufacturer. Pt Total pressure (psi) at fitting Pf Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C) ^1. 85 / ID^4.87 Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pv Velocity pressure (psi) where Pv = 0. 001123 x Q^2/ID^4 Pn Normal pressure (psi) where Pn = Pt - Pv Pdrop Pressure loss in pipe rise or drop to an open head. Phead Pressure at an open head. ELEV elevation from branch tee to open head. PIPE pipe length from branch tee to open head. FITS fitting equivalent length from branch tee to open head. NOTES: - Pressures are balanced to 0.001 gpm. Pressures are listed to 0.01 psi. Addition may vary by 0. 01 psi due to accumulation of round off. - Calculations conform to NFPA 13 edition. - Velocity Pressures are not considered in these Calculations - Path #1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths A r CANTEBURY WOODS Drawing Date:12/29/05 12/22/05 8 :34 REMOTE AREA #1 PAGE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 4 TO W (PRIMARY PATH) HEAD 4 19.3 1" 4 0 19'9" 6.5 fps 11. 8 11.8 0. 19 gpm/sq ft 1.109" 1 0 13'0" 0.061 2.0 0.0 K= 5. 60 19.3 150 PV 0 32'9" -4 '6" -2.0 11.8 REF 26 19.0 1" 0 0 5'0" 12.8 fps 11.9 PATH 2 1.109" 1 0 5'0" 0.218 2.2 K= 5.50 38.2 150 PV 0 10'0" 0" 0. 0 REF 25 20.5 1-1/4" 0 0 9'6" 12.4 fps 14.0 PATH 7 1.400" 1 0 6'0" 0.155 2.4 K= 5.46 58.7 150 PV 0 15'6" 0" 0.0 REF 21 79.5 1-1/2" 0 0 58'5 22.2 fps 16.4 PATH 3 1.602" 0 0 0" 0.391 22.9 K= 19. 61 138.2 150 PV 0 58'5" 0" 0. 0 REF 20 2" 2 0 36'2" 14.2 fps 39.3 2.003" 1 0 17'0" 0.132 7.0 138.2 150 PV 0 53'2" 0" 0.0 REF W 138.2 gpm PATH 1 K= 20.30 46.3 psi PATH 2 FROM HYDRAULIC REFERENCE 2 TO 26 HEAD 2 19.0 1" 0 0 1'10" 6.4 fps 11.5 11.5 0.19 gpm/sq ft 1.109" 1 0 5'0" 0.060 0.4 0.0 K= 5. 60 19. 0 150 PV 0 6'10" 0" 0.0 11.5 REF 26 19.0 gpm PATH 2 K= 5.50 11.9 psi PATH 3 FROM HYDRAULIC REFERENCE 7 TO 21 HEAD 7 19.5 1" 0 0 5' 0" 6.5 fps 12. 1 12.1 0.15 gpm/sq ft 1. 109" 1 0 5'0" 0.063 0. 6 0.0 K= 5.60 19.5 150 PV 0 10'0" 0" 0. 0 12.1 CONTINUED 12.8 psi i CANTEBURY WOODS Drawing Date:12/29/05 12/22/05 8 :34 REMOTE AREA #1 PAGE 2 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 3 FROM HYDRAULIC REFERENCE 7 TO 21 CONTINUED REF 24 19.5 1-1/4" 0 0 11'0" 8.2 fps 12.8 PATH 4 1.400" 0 0 0" 0.073 0.8 K= 5.47 39.0 150 PV 0 11'0" 0" 0.0 REF 23 20.1 1-1/4" 0 0 2'0" 12.5 fps 13.6 PATH 5 1.400" 0 0 0" 0.157 0.3 K= 5.47 59.2 150 PV 0 2 '0" 0" 0.0 REF 22 20.3 1-1/4" 0 0 3'6" 16.7 fps 13.9 PATH 6 1.400" 1 0 6'0" 0.271 2.6 K= 5.46 79.5 150 PV 0 9'6" 0" 0. 0 REF 21 79.5 gpm PATH 3 K= 19.61 16.4 psi PATH 4 FROM HYDRAULIC REFERENCE 6 TO 24 HEAD 6 19.5 1" 0 0 4'3" 6.6 fps 12.2 12.2 0.15 gpm/sq ft 1.109" 1 0 5'0" 0.063 0.6 0.0 K= 5.60 19.5 150 PV 0 9'3" 0" 0.0 12.2 REF 24 19.5 gpm PATH 4 K= 5.47 12.8 psi PATH 5 FROM HYDRAULIC REFERENCE 5 TO 23 HEAD 5 20.1 1" 0 0 4 '3" 6.8 fps 12. 9 12.9 0. 15 gpm/sq ft 1.109" 1 0 5'0" 0.067 0. 6 0.0 K= 5.60 20.1 150 PV 0 9'3" 0" 0. 0 12.9 REF 23 20.1 gpm PATH 5 K= 5.47 13. 6 psi PATH 6 FROM HYDRAULIC REFERENCE 3 TO 22 HEAD 3 20.3 1" 0 0 5'0" 6.8 fps 13.2 13.2 0.16 gpm/sq ft 1.109" 1 0 5'0" 0.068 0.7 0.0 K= 5.60 20.3 150 PV 0 10'0" 0" 0. 0 13.2 REF 22 20.3 gpm PATH 6 K= 5.46 13. 9 psi . CANTEBURY WOODS Drawing Date:12/29/05 12/22/05 8:34 REMOTE AREA #1 PAGE 3 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 7 FROM HYDRAULIC REFERENCE 1 TO 25 HEAD 1 20.5 1" 0 0 5'0" 6.9 fps 13.4 13.4 0.16 gpm/sq ft 1.109" 1 0 5'0" 0.069 0.7 0.0 K= 5.60 20.5 150 PV 0 10'0" 0" 0.0 13.4 REF 25 20.5 gpm PATH 7 K= 5.46 14.0 psi Job Water Required Hose Allowance Drawn By CANTEBURY WOODS Static Pressure: 64.0 psi Pressure: 53.4 psi Inside: 0 gpm SprinkCAD TIGARD, OREGON Residual Pressure: 36.0 psi Total Flow: 388 gpm Outside: 250 gpm Tyco Fire Products - Flow: 1783 gpm Safety Pressure: 9.0 psi (800)495-5541 Remote Area: 1 Date/Loc: 11/24/05 FLOW-109TH 70 ......■MI��II � Su..I -- 1111 60 _-- I 111111 ,•■e�-- 250 --_ 50I1111 - gpm hose _-- I 1111111.1111 1.9111 I 111111 P 40 I 111111 S IIIIII __- 30 I II II NM I II MI 1111 I OM I NM�� 10 I III I EN 100 150 200 250 300 350 400 450 500 Flow (gpm) ' e CANTEBURY WOODS Drawing Date:12/29/05 12/22/05 8:36 HYDRAULIC DESIGN INFORMATION SHEET Job Name: CANTEBURY WOODS BLDGS 8, 9, 13-15,20-25,29-32 Location: TIGARD, OREGON Drawing Date: 12/29/05 Remote Area Number: 2 Contractor: JND FIRE SPRINKLER INC. Telephone:503-968-5200 12155 SW GRANT AVE SUITE D TIGARD, OREGON 97223 Designer: JEFF DUTTON Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: \/—p4 Occupancy:R-1 Reviewing Authorities:CITY OF TIGARD SYSTEM DESIGN Code:NFPA 13R,99 Hazard:RES System Type:WET Area of Sprinkler Operation 4 HEADS I Sprinkler or Nozzle Density (gpm/sq ft) 0.056 I Make: GLOBE Area per Sprinkler 324 sq ftl Model: GL4710 Hose Allowance Inside 0 gpm I K-Factor: 4.70 Hose Allowance Outside 0 gpm I Temperature Rating: 155 CALCULATION SUMMARY 4 Flowing Outlets gpm Required: 74.0 psi Required: 52.7 @ CITY CONN WATER SUPPLY Water Flow Test 1 Pump Data 1 Tank or Reservoir Date of Test 11/24/05 I Rated Capacity 0 gpm 1 Capacity 0 gal Static Pressure 64.0 psi I Rated Pressure 0.0 psi 1 Elevation 0 Residual Pres 36.0 psi I Elevation 0 1 At a Flow of 1783 gpm I Make: 1 Well Elevation 0" I Model: 1 Proof Flow 0 gpm Location: FLOW-109TH & CANTEBURY, PRES-106 Source of Information: CITY OF TIGARD SYSTEM VOLUME 55 Gallons Notes: HIGHEST POINT ON PROJECT USED FOR ELEVATION IN CALC'S CANTEBURY WOODS Drawing Date:12/29/05 12/22/05 8 :36 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 2 74 49.1 psi Total Loss for TO SYSTEM 0.0psi Elevation Change 8'0" 3.5 1 Pipe 2" PVx15 6' 150 2.003 74 0.2 1 2" Thrd Back Flow Valve AMES "2000B CHART LOSS 74 6.0 Total Loss for THRU RISER 9.7 psi Hydr Ref R1 Required at AT BASE OF RISER 74 58.9 psi 1 Pipe 2" PVx15 25' 150 2.003 74 1. 0 1 Pipe 4" DIx18 Cl 52 40' 140 4.510 74 0. 0 1 Pipe 8" DIx18 Cl 52 500' 140 8.720 74 0. 0 1 8" Flngd Back Flow Valve Ames "3000 CHART LOSS 74 6. 6 1 Pipe 8" DIx18 Cl 350 25' 140 8.488 74 0.0 Elevation Change -32' 0" -13. 9 Total Loss for THRU UNDG -6.1 psi Hydr Ref R2 Required at CITY CONN 74 52.7 psi Water Source 64.0 psi static, 36.0 psi residual @ 1783 gpm 74 gpm 63.9 psi SAFETY PRESSURE 11.2 psi Available Pressure of 63.9 psi Exceeds Required Pressure of 52.7 psi This is a safety margin of 11.2 psi or 17 % of Supply Maximum Water Velocity is 24.8 fps CANTEBURY WOODS Drawing Date:12/29/05 12/22/05 8:36 LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P SIZE Nominal size of pipe. ID Actual internal diameter of pipe C Hazen Williams pipe roughness factor TYPE Type or schedule of pipe # FITS number of fittings as follows: 90 - 90 deg Ell 45 - 45 deg Ell T - Tee LT - Long Turn 90 Ell SPEC - Fitting other than above or fitting with hydraulic equivalent length specified by manufacturer. Pt Total pressure (psi) at fitting Pf Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C) ^1.85 / ID^4. 87 Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pv Velocity pressure (psi) where Pv = 0.001123 x Q^2/ID^4 Pn Normal pressure (psi) where Pn = Pt - Pv Pdrop Pressure loss in pipe rise or drop to an open head. Phead Pressure at an open head. ELEV elevation from branch tee to open head. PIPE pipe length from branch tee to open head. FITS fitting equivalent length from branch tee to open head. NOTES: - Pressures are balanced to 0.001 gpm. Pressures are listed to 0.01 psi. Addition may vary by 0.01 psi due to accumulation of round off. - Calculations conform to NFPA 13 edition. - Velocity Pressures are not considered in these Calculations - Path #1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths 4 CANTEBURY WOODS Drawing Date:12/29/05 12/22/05 8:36 REMOTE AREA #2 PAGE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 11 TO W (PRIMARY PATH) HEAD 11 18.0 3/4" 0 0 6'3" 9.5 fps 14.9 14. 9 -6" 0.10 gpm/sq ft 0. 884" 1 0 3'0" 0.163 1.5 0.2 6" K= 4.70 18.0 150 PV 0 9'3" 0" 0.0 14.7 24" REF 29 12.7 1" 2 0 99'6" 10.3 fps 16.4 PATH 4 AND 2 1.109" 2 0 14'0" 0. 145 16.4 K= 3.13 30.7 150 PV 0 113'6" 0" 0.0 REF 31 43.3 1" 0 0 3'2" 24.8 fps 32.8 PATH 3 1.109" 0 0 0" 0.739 2.4 K= 7.57 74.0 150 PV 0 3'2" 0" 0.0 REF 27 1" 1 0 3'5" 24.8 fps 35.1 1.109" 0 0 2 '0" 0.739 4.0 74.0 150 PV 0 5'5" 0" 0.0 REF 40 1-1/4" 0 0 9'6" 15.6 fps 39.1 1.400" 1 0 6'0" 0.238 3.7 74.0 150 PV 0 15'6" 9' 6" 4.1 REF 20 2" 2 0 36'2" 7.6 fps 46.9 2.003" 1 0 17 '0" 0.042 2.2 74. 0 150 PV 0 53'2" 0" 0.0 REF W 74.0 gpm PATH 1 K= 10.56 49.1 psi PATH 2 FROM HYDRAULIC REFERENCE 10 TO 29 HEAD 10 18.2 3/4" 0 0 3'9" 9. 6 fps 15.2 15.2 -6" 0.10 gpm/sq ft 0.884" 1 0 3'0" 0.167 1.1 0.2 6" K= 4.70 18.2 150 PV 0 6'9" 0" 0.0 15.0 24" REF 29 18.2 gpm PATH 2 K= 4.51 16.4 psi • . 4 t CANTEBURY WOODS Drawing Date:12/29/05 12/22/05 8:36 REMOTE AREA #2 PAGE 2 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 3 FROM HYDRAULIC REFERENCE 9 TO 31 HEAD 9 18.7 1" 0 0 4 '3" 6.3 fps 16.3 16.3 -6" 0.10 gpm/sq ft 1.109" 0 0 0" 0.058 0.2 0.4 6" K= 4.70 18.7 150 PV 0 4 '3" 0" 0.0 15. 9 36" REF 30 5.6 1" 0 0 3' 9" 8.1 fps 16.5 PATH 4 1.109" 0 0 0" 0.094 0.4 K= 1.37 24.3 150 PV 0 3' 9" 0" 0.0 HEAD 8 19. 1 1" 0 0 53'0" 14.5 fps 16.9 16. 9 -6" 0.11 gpm/sq ft 1. 109" 1 0 5'0" 0.275 15.9 0.4 6" K= 4.70 43.3 150 PV 0 58 '0" 0" 0.0 16.4 36" REF 31 43.3 gpm PATH 3 K= 7.57 32.8 psi PATH 4 FROM HYDRAULIC REFERENCE 29 TO 30 REF 29 5.6 1" 0 0 15'7" 1.9 fps 16.4 PATH 1 AND 2 1.109" 1 0 5'0" 0.006 0.1 K= 1.38 5. 6 150 PV 0 20'7" 0" 0.0 REF 30 5.6 gpm PATH 4 K= 1.37 16.5 psi Job Water Required Hose Allowance Drawn By CANTEBURY WOODS Static Pressure: 64.0 psi Pressure: 52.7 psi Inside: 0 gpm SprinkCAD TIGARD, OREGON Residual Pressure: 36.0 psi Total Flow: 74 gpm Outside: 0 gpm Tyco Fire Products Flow: 1783 gpm Safety Pressure: 11.2 psi (800)495-5541 Remote Area: 2 Date/Loc: 11/24/05 FLOW-109TH - 70 - • quome11111•111111 Sues! 60 1 II ill 111111 I ME ,PI■■.---_ 50 1111111 .11111 11 I ME MAIll 40IIII I III I 1.11111. 1111111111111111 An 1 ME NMI 20 I 11 I Ill 10 1 11 I MI 100 150 200 250 300 350 400 450 500 Flow (gpm) • r • CANTEBURY WOODS Drawing Date:12/29/05 12/22/05 8:36 HYDRAULIC DESIGN INFORMATION SHEET Job Name: CANTEBURY WOODS BLDGS 8,9,13-15,20-25,29-32 Location: TIGARD, OREGON Drawing Date: 12/29/05 Remote Area Number: 3 Contractor: JND FIRE SPRINKLER INC. Telephone:503-968-5200 12155 SW GRANT AVE SUITE D TIGARD, OREGON 97223 Designer: JEFF DUTTON Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: V-0 Occupancy:R-1 Reviewing Authorities:CITY OF TIGARD SYSTEM DESIGN Code:NFPA 13R,99 Hazard:RES System Type:WET Area of Sprinkler Operation 2 HEADS ► Sprinkler or Nozzle Density (gpm/sq ft) 0.056 1 Make: GLOBE Area per Sprinkler 324 sq ftl Model: GL4710 Hose Allowance Inside 0 gpm 1 K-Factor: 4.70 Hose Allowance Outside 0 gpm 1 Temperature Rating: 155 CALCULATION SUMMARY 2 Flowing Outlets gpm Required: 36. 6 psi Required: 51.5 @ CITY CONN WATER SUPPLY . Water Flow Test 1 Pump Data 1 Tank or Reservoir Date of Test 11/24/05 ( Rated Capacity 0 gpm 1 Capacity 0 gal Static Pressure 64.0 psi ► Rated Pressure 0.0 psi 1 Elevation 0 Residual Pres 36.0 psi 1 Elevation 0 1 At a Flow of 1783 gpm f Make: 1 Well Elevation 0" 1 Model: 1 Proof Flow 0 gpm Location: FLOW-109TH & CANTEBURY, PRES-106 Source of Information: CITY OF TIGARD SYSTEM VOLUME 55 Gallons Notes: HIGHEST POINT ON PROJECT USED FOR ELEVATION IN CALC' S • S d CANTEBURY WOODS Drawing Date:12/29/05 12/22/05 8 :36 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 3 37 49.5 psi Total Loss for TO SYSTEM 0.0 psi Elevation Change 8'0" 3.5 1 Pipe 2" PVx15 6' 150 2.003 37 0.1 1 2" Thrd Back Flow Valve AMES "2000B CHART LOSS 37 5.4 Total Loss for THRU RISER 8. 9 psi Hydr Ref R1 Required at AT BASE OF RISER 37 58.5 psi 1 Pipe 2" PVx15 25' 150 2.003 37 0.3 1 Pipe 4" DIx18 Cl 52 40' 140 4.510 37 0.0 1 Pipe 8" DIx18 Cl 52 500' 140 8.720 37 0.0 1 8" Flngd Back Flow Valve Ames "3000 CHART LOSS 37 6.6 1 Pipe 8" DIx18 Cl 350 25' 140 8.488 37 0.0 Elevation Change -32'0" -13.9 Total Loss for THRU UNDG -6.9 psi Hydr Ref R2 Required at CITY CONN 37 51.5 psi Water Source 64. 0 psi static, 36.0 psi residual @ 1783 gpm 37 gpm 64. 0 psi SAFETY PRESSURE 12.5 psi Available Pressure of 64.0 psi Exceeds Required Pressure of 51.5 psi This is a safety margin of 12.5 psi or 19 % of Supply Maximum Water Velocity is 19.3 fps V CANTEBURY WOODS Drawing Date:12/29/05 12/22/05 8 :36 LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P SIZE Nominal size of pipe. ID Actual internal diameter of pipe C Hazen Williams pipe roughness factor TYPE Type or schedule of pipe # FITS number of fittings as follows: 90 - 90 deg Ell 45 - 45 deg Ell T - Tee LT - Long Turn 90 Ell SPEC - Fitting other than above or fitting with hydraulic equivalent length specified by manufacturer. Pt Total pressure (psi) at fitting Pf Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)^1.85 / ID^4.87 Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pv Velocity pressure (psi) where Pv = 0.001123 x Q^2/ID^4 Pn Normal pressure (psi) where Pn = Pt - Pv Pdrop Pressure loss in pipe rise or drop to an open head. Phead Pressure at an open head. ELEV elevation from branch tee to open head. PIPE pipe length from branch tee to open head. FITS fitting equivalent length from branch tee to open head. NOTES: - Pressures are balanced to 0. 001 gpm. Pressures are listed to 0.01 psi. Addition may vary by 0.01 psi due to accumulation of round off. - Calculations conform to NFPA 13 edition. - Velocity Pressures are not considered in these Calculations - Path #1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths MEW CANTEBURY WOODS Drawing Date:12/29/05 12/22/05 8:36 REMOTE AREA #3 PAGE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 13 TO W (PRIMARY PATH) HEAD 13 18.0 3/4" 0 0 9'4" 9.5 fps 9.8 9.8 -228" 0.10 gpm/sq ft 0.884" 1 0 3'0" 0.163 2.0 -4.8 228" K= 4.70 18. 0 150 PV 0 12'4" 0" 0. 0 14.7 24" REF 34 18.6 3/4" 0 0 21'10" 19.3 fps 11.9 PATH 2 0.884" 1 0 3'0" 0.608 15.1 K= 5.42 36.6 150 PV 0 24'10" 0" 0.0 REF 33 1" 0 0 39'10" 12.3 fps 27.0 1.109" 1 0 5'0" 0.201 9.0 36.6 150 PV 0 44'10" 0" 0.0 REF 32 1" 0 0 9'0" 12.3 fps 36.0 1.109" 1 0 5'0" 0.201 2. 8 36.6 150 PV 0 14'0" 9'0" 3.9 REF 27 1" 1 0 3'5" 12.3 fps 42.7 1.109" 0 0 2'0" 0.201 1.1 36.6 150 PV 0 5'5" - 0" 0.0 REF 40 1-1/4" 0 0 9'6" 7.7 fps 43. 8 1.400" 1 0 6'0" 0.065 1.0 36. 6 150 PV 0 15'6" 9'6" 4.1 REF 20 2" 2 0 36'2" 3.8 fps 48.9 2.003" 1 0 17 '0" 0.011 0.6 36.6 150 PV 0 53'2" 0" 0.0 REF W 36.6 gpm PATH 1 K= 5.21 49.5 psi PATH 2 FROM HYDRAULIC REFERENCE 12 TO 34 HEAD 12 18.6 3/4" 0 0 1'1" 9.8 fps 11.1 11.1 -228" 0.10 gpm/sq ft 0.884" 1 0 3'0" 0.174 0.7 -4.6 228" K= 4.70 18.6 150 PV 0 4'1" 0" 0. 0 15.7 24" REF 34 18.6 gpm PATH 2 K= 5.42 11.9 psi Job Water Required Hose Allowance Drawn By CANTEBURY WOODS Static Pressure: 64.0 psi Pressure: 51.5 psi Inside: 0 gpm SprinkCAD TIGARD, OREGON Residual Pressure: 36.0 psi Total Flow: 37 gpm Outside: 0 gpm Tyco Fire Products _ Flow: 1783 gpm Safety Pressure: 12.5 psi (800)495-5541 70 Remote Area: 3 Date/Loc: 11/24/05 FLOW-109TH • • Supply 60 50 P 40 S 30 20 10 100 150 200 250 300 350 400 450 500 Flow (gpm) CANTEBURY WOODS Drawing Date:12/29/05 12/30/05 14: 5 HYDRAULIC DESIGN INFORMATION SHEET Job Name: CANTEBURY WOODS BLDGS 10-12,16-19,26-28 Location: TIGARD, OREGON (GARAGE) Drawing Date: 12/29/05 Remote Area Number: 1 Contractor: JND FIRE SPRINKLER INC. Telephone: (503)968-5200 12155 SW GRANT AVE. SUITE D. TIGARD, OREGON 97223v RECEI, t Designer: JEFF DUTTONT Calculated By:SprinkCAD www.sprinkcad.com JAN 3 1 2006 451 N. Cannon Ave. Lansdale, PA 19446 CITY OF TIGARD Construction: V-N Occupancy:R-�UILDING ENVISION Reviewing Authorities:CITY OF TIGARD SYSTEM DESIGN Code:NFPA 13R, 99 Hazard:ORDINARY I System Type:WET Area of Sprinkler Operation GARAGE ( Sprinkler or Nozzle Density (gpm/sq ft) 0.150 1 Make: GLOBE Area per Sprinkler 130 sq ftl Model: ND Hose Allowance Inside 0 gpm 1 K-Factor: 5. 60 Hose Allowance Outside 250 gpm ► Temperature Rating: 155 CALCULATION SUMMARY 4 Flowing Outlets gpm Required: 330.0 psi Required: 52.4 @ CITY CONN. WATER SUPPLY Water Flow Test I Pump Data 1 Tank or Reservoir Date of Test 11/24/05 1 Rated Capacity 0 gpm 1 Capacity 0 gal Static Pressure 64. 0 psi ( Rated Pressure 0.0 psi 1 Elevation 0 Residual Pres 36. 0 psi 1 Elevation 0 At a Flow of 1783 gpm 1 Make: I Well Elevation 0" 1 Model: 1 Proof Flow 0 gpm Location: FLOW-109TH & CANTEBURY, PRES-106 Source of Information: CITY OF TIGARD SYSTEM VOLUME 32 Gallons Notes: HIGHEST POINT ON PROJECT USED FOR ELEVATION IN CALC'S. 1 CANTEBURY WOODS Drawing Date:12/29/05 12/30/05 14: 5 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 80 52. 1 psi 1 Pipe 1-1/2" PVx15 8' 150 1.602 80 1.1 1 1-1/2" Flngd Back Flow Valve Watts CHART LOSS 80 5.4 Elevation Change 8'0" 3.5 Total Loss for RISER 10. 0 psi Hydr Ref R1 Required at BASE OF RISER 80 62. 1 psi 1 2" CPVC 90 Ell 9' 120 2.067 80 0.7 1 Pipe 2" PVx15 CSC 25' 150 2.003 80 1.2 1 Pipe 4" DIx18 Cl 350 40' 140 4.238 80 0.1 Fixed Flow Flow Loss 250 gpm 1 Pipe 8" DIx18 Cl 52 500' 140 8.720 330 0.3 1 8" Flngd Back Flow Valve Ames "3000 CHART LOSS 330 1.9 1 Pipe 8" DIx18 Cl 52 25' 140 8.720 330 0.0 Elevation Change -32' 0" -13.9 Hydr Ref R2 Required at UNDERGROUND 330 52. 4 psi Hydr Ref R2 Required at CITY CONN. 330 52.4 psi Water Source 64. 0 psi static, 36.0 psi residual @ 1783 gpm 330 gpm 62. 8 psi SAFETY PRESSURE 10.3 psi Available Pressure of 62.8 psi Exceeds Required Pressure of 52.4 psi This is a safety margin of 10.3 psi or 16 % of Supply Maximum Water Velocity is 13.6 fps CANTEBURY WOODS Drawing Date: 12/29/05 12/30/05 14: 5 LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P SIZE Nominal size of pipe. ID Actual internal diameter of pipe C Hazen Williams pipe roughness factor TYPE Type or schedule of pipe # FITS number of fittings as follows: 90 - 90 deg Ell 45 - 45 deg Ell T - Tee LT - Long Turn 90 Ell SPEC - Fitting other than above or fitting with hydraulic equivalent length specified by manufacturer. Pt Total pressure (psi) at fitting Pf Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C) ^1.85 / ID^4. 87 Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pv Velocity pressure (psi) where Pv = 0.001123 x Q^2/ID^4 Pn Normal pressure (psi) where Pn = Pt - Pv Pdrop Pressure loss in pipe rise or drop to an open head. Phead Pressure at an open head. ELEV elevation from branch tee to open head. PIPE pipe length from branch tee to open head. FITS fitting equivalent length from branch tee to open head. NOTES: - Pressures are balanced to 0. 001 gpm. Pressures are listed to 0.01 psi. Addition may vary by 0.01 psi due to accumulation of round off. - Calculations conform to NFPA 13 edition. - Velocity Pressures are considered on branch lines and cross mains - Path #1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths I CANTEBURY WOODS Drawing Date:12/29/05 12/30/05 14: 5 REMOTE AREA #1 PAGE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 1 TO W (PRIMARY PATH) HEAD 1 19.8 1" 0 0 10'1" 6.6 fps 12.5 12.5 12.5 0.15 gpm/sq ft 1.109" 0 0 1'6" 0.065 0.7 0.0 0.0 K= 5. 60 19.8 150 PV 1 11'7" 0" 0.0 12.5 12.5 HEAD 2 19.5 1" 1 0 9' 11" 13.2 fps 13.3 13.3 12.1 0.15 gpm/sq ft 1.109" 0 0 5'0" 0.229 3.4 1.1 0.0 K= 5. 60 39.3 150 PV 0 14'11" 0" 0. 0 12.1 12.1 REF 23 40.7 1-1/2" 1 0 11'7" 12. 9 fps 16.7 16.7 PATH 2 1.602" 1 0 16'0" 0.142 3. 9 1.1 K= 10.31 80.0 150 PV 1 27'7" 0" 0.0 15.6 REF 22 1-1/2" 3 0 12'4" 12.9 fps 20. 6 1.602" 0 0 22'0" 0.142 4.9 80.0 150 PV 1 34 '4" 0" 0. 0 REF 7 1-1/2" 0 0 4'3" 12.9 fps 25.5 1.602" 0 0 0" 0.142 0.6 80.0 150 PV 0 4'3" 0" 0.0 REF 21 -28.0 1-1/4" 4 0 64'9" 11. 0 fps 26. 1 26.1 PATH 3 1.400" 0 0 38'0" 0.124 12.7 0.8 K= -5.56 52.1 150 PV 14 102 '9" 0" 0.0 25.3 REF 30 28.0 1-1/2" 6 0 44 '2" 12.9 fps 38.8 38.8 PATH 3 1.602" 1 0 49'0" 0.142 13.3 1.1 K= 4.55 80.0 150 PV 4 93'2" 0" 0.0 37.7 REF W 80.0 gpm PATH 1 K= 11.09 52. 1 psi PATH 2 FROM HYDRAULIC REFERENCE 3 TO 23 HEAD 3 20.5 1" 0 0 10'1" 6.9 fps 13.4 13.4 13.4 0.16 gpm/sq ft 1.109" 0 0 1'6" 0.069 0. 8 0.0 0.0 K= 5. 60 20.5 150 PV 1 11'7" 0" 0. 0 13.4 13.4 CONTINUED 14.2 psi 4 CANTEBURY WOODS Drawing Date:12/29/05 12/30/05 14: 5 REMOTE AREA #1 PAGE 2 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 2 FROM HYDRAULIC REFERENCE 3 TO 23 CONTINUED HEAD 4 20.2 1" 0 0 8" 13.6 fps 14.2 14.2 13.0 0.16 gpm/sq ft 1.109" 1 0 5'0" 0.244 1.4 1.2 0.0 K= 5.60 40.7 150 PV 0 5'8" 0" 0.0 13.0 13.0 REF 23 40.7 gpm PATH 2 K= 10.31 15.6 psi PATH 3 FROM HYDRAULIC REFERENCE 21 TO 30 REF 21 28. 0 1" 0 0 8' 10" 9.4 fps 26.1 26.1 PATH 1 1.109" 1 0 6'0" 0.122 1.8 0.8 K= 5.47 28.0 150 PV 1 14'10" 0" 0. 0 25.3 REF 24 1" 0 0 2'7" 9.4 fps 28.7 1. 109" 1 0 5'0" 0.122 0.9 28.0 150 PV 0 7'7" 0" 0.0 REF 26 1" 0 0 54'4" 9.4 fps 29. 6 1.109" 1 0 10'0" 0.122 7.9 28. 0 150 PV 5 64'4" 0" 0.0 REF 27 1" 0 0 9'3" 9.4 fps 37.5 1.109" 1 0 6'0" 0.122 1.9 28.0 150 PV 1 15'3" 0" 0.0 REF 30 28.0 gpm PATH 3 K= 4.46 39.3 psi Job Water Required Hose Allowance Drawn By CANTEBURY WOODS Static Pressure: 64.0 psi Pressure: 52.4 psi Inside: 0 gpm SprinkCAD TIGARD, OREGON Residual Pressure: 36.0 psi Total Flow: 330 gpm Outside: 250 gpm Tyco Fire Products Flow: 1783 gpm Safety Pressure: 10.3 psi (800)495-5541 Remote Area: 1 Date/Loc: 11/24/05 FLOW-109TH 70 60 • • 250 gpm hose Sue sly ou P 40 S 30 20 10 400 600 800 1000 1200 1400 1600 1800 2000 Flow (gpm) % CANTEBURY WOODS Drawing Date: 12/29/05 12/30/05 14: 7 HYDRAULIC DESIGN INFORMATION SHEET Job Name: CANTEBURY WOODS BLDGS 10-12,16-19,26-28 Location: TIGARD, OREGON Drawing Date: 12/29/05 Remote Area Number: 2 Contractor: JND FIRE SPRINKLER INC. Telephone: (503) 968-5200 12155 SW GRANT AVE. SUITE D. TIGARD, OREGON 97223 Designer: JEFF DUTTON Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: V.14 Occupancy:R-1 Reviewing Authorities:CITY OF TIGARD SYSTEM DESIGN Code:NFPA 13R, 99 Hazard:RES System Type:WET Area of Sprinkler Operation 4 HEADS 1 Sprinkler or Nozzle Density (gpm/sq ft) 0.056 1 Make: GLOBE Area per Sprinkler 324 sq ftl Model: GL4710 Hose Allowance Inside 0 gpm 1 K-Factor: 4.70 Hose Allowance Outside 0 gpm 1 Temperature Rating: 155 CALCULATION SUMMARY 4 Flowing Outlets gpm Required: 78.9 psi Required: 44.8 @ CITY CONN. WATER SUPPLY Water Flow Test Pump Data 1 Tank or Reservoir Date of Test 11/24/05 1 Rated Capacity 0 gpm 1 Capacity 0 gal Static Pressure 64.0 psi 1 Rated Pressure 0.0 psi ► Elevation 0 Residual Pres 36.0 psi 1 Elevation 0 At a Flow of 1783 gpm 1 Make: I Well Elevation 0" 1 Model: I Proof Flow 0 gpm Location: FLOW-109TH & CANTEBURY, PRES-106 Source of Information: CITY OF TIGARD SYSTEM VOLUME 32 Gallons Notes: HIGHEST POINT ON PROJECT USED FOR ELEVATION IN CALC'S. { CANTEBURY WOODS Drawing Date:12/29/05 12/30/05 14: 7 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 2 79 45.0 psi 1 Pipe 1-1/2" PVx15 8' 150 1.602 79 1. 1 1 1-1/2" Flngd Back Flow Valve Watts CHART LOSS 79 5.4 Elevation Change 8'0" 3. 5 Total Loss for RISER 10.0 psi Hydr Ref R1 Required at BASE OF RISER 79 55.0 psi 1 2" CPVC 90 Ell 9' 120 2.067 79 0. 6 1 Pipe 2" PVx15 CSC 25' 150 2.003 79 1.2 1 Pipe 4" DIx18 Cl 350 40' 140 4.238 79 0. 1 1 Pipe 8" DIx18 Cl 52 500' 140 8.720 79 0. 0 1 8" Flngd Back Flow Valve Ames "3000 CHART LOSS 79 1.8 1 Pipe 8" DIx18 Cl 52 25' 140 8.720 79 0. 0 Elevation Change -32'0" -13. 9 Hydr Ref R2 Required at UNDERGROUND 79 44.8 psi Hydr Ref R2 Required at CITY CONN. 79 44. 8 psi Water Source 64.0 psi static, 36.0 psi residual @ 1783 gpm 79 gpm 63.9 psi SAFETY PRESSURE 19.1 psi Available Pressure of 63.9 psi Exceeds Required Pressure of 44.8 psi This is a safety margin of 19.1 psi or 30 % of Supply Maximum Water Velocity is 12.7 fps 4 CANTEBURY WOODS Drawing Date:l2/29/05 12/30/05 14: 7 LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P SIZE Nominal size of pipe. ID Actual internal diameter of pipe C Hazen Williams pipe roughness factor TYPE Type or schedule of pipe # FITS number of fittings as follows: 90 - 90 deg Ell 45 - 45 deg Ell T - Tee LT - Long Turn 90 Ell SPEC - Fitting other than above or fitting with hydraulic equivalent length specified by manufacturer. Pt Total pressure (psi) at fitting Pf Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C) ^1.85 / ID^4.87 Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pv Velocity pressure (psi) where Pv = 0.001123 x Q^2/ID^4 Pn Normal pressure (psi) where Pn = Pt - Pv Pdrop Pressure loss in pipe rise or drop to an open head. Phead Pressure at an open head. ELEV elevation from branch tee to open head. PIPE pipe length from branch tee to open head. FITS fitting equivalent length from branch tee to open head. NOTES: - Pressures are balanced to 0.001 gpm. Pressures are listed to 0.01 psi. Addition may vary by 0.01 psi due to accumulation of round off. - Calculations conform to NFPA 13 edition. - Velocity Pressures are considered on branch lines and cross mains - Path #1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths a CANTEBURY WOODS Drawing Date:12/29/05 12/30/05 14: 7 REMOTE AREA #2 PAGE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 6 TO W (PRIMARY PATH) HEAD 6 18.0 3/4" 0 0 3'11" 9.5 fps 14.4 14.4 14.4 -42" 0.10 gpm/sq ft 0.884" 0 0 0" 0.163 0. 6 0.0 -0.3 42" K= 4.70 18.0 150 PV 0 3' 11" 0" 0. 0 14.4 14.7 48" REF 25 3/4" 2 0 11'0" 9.5 fps 15.0 0.884 1 0 11'0" 0.163 3.6 18.0 150 PV 0 22'0" 3'0" 1.3 REF 24 -8.1 1" 0 0 2'7" 3.3 fps 19. 9 19.9 PATH 4 1.109" 1 0 5'0" 0.018 0. 1 0.0 K= -1.81 9.9 150 PV 0 7'7" 0" 0.0 19. 9 REF 26 19.9 1" 0 0 54 '4" 10.0 fps 20.0 20.0 PATH 2 1.109" 1 0 10'0" 0.138 8.9 0.0 K= 4.45 29.9 150 PV 5 64'4" 0" 0.0 20.0 REF 27 1" 0 0 9'3" 10.0 fps 28. 9 1.109" 1 0 6'0" 0. 138 2. 1 29.9 150 PV 1 15'3" 0" 0. 0 REF 30 49.0 1-1/2" 6 0 44'2" 12.7 fps 32.1 32.1 PATH 3 1.602" 1 0 49'0" 0. 139 12.9 1.1 K= 8.66 78.9 150 PV 4 93'2" 0" 0.0 31.0 REF W 78.9 gpm PATH 1 K= 11.76 45. 0 psi PATH 2 FROM HYDRAULIC REFERENCE 5 TO 26 HEAD 5 19.9 3/4" 0 0 2 '0" 10.5 fps 18.7 18.7 18.7 -6" 0.11 gpm/sq ft 0.884" 1 0 5'0" 0.197 1.4 0.0 0.7 6" K= 4.70 19.9 150 PV 0 7 '0" 0" 0. 0 18.7 18. 0 48" REF 26 19.9 gpm PATH 2 K= 4.45 20.0 psi CANTEBURY WOODS Drawing Date:12/29/05 12/30/05 14: 7 REMOTE AREA #2 PAGE 2 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 3 FROM HYDRAULIC REFERENCE 8 TO 30 HEAD 8 20.1 3/4" 0 0 3'0" 10. 6 fps 19.0 19. 0 19. 0 -6" 0. 11 gpm/sq ft 0.884" 1 0 3'0" 0.200 1.2 0.0 0.7 6" K= 4.70 20.1 150 PV 0 6'0" 0" 0.0 19.0 18 .3 48" REF 22 1-1/2" 3 0 12'4" 3.2 fps 20.2 1.602" 0 0 22'0" 0.011 0.4 20.1 150 PV 1 34'4" 0" 0.0 HEAD 7 20.9 1-1/2" 0 0 4'3" 6.6 fps 20.6 20.6 20.3 -6" 0.12 gpm/sq ft 1.602" 0 0 1'0" 0.041 0.2 0.3 0. 5 6" K= 4.70 41. 0 150 PV 1 5'3" 0" 0.0 20.3 19.7 36" REF 21 8.1 1-1/4" 4 0 64'9" 10.3 fps 20.8 20. 8 PATH 4 1.400" 0 0 37'0" 0.111 11.3 0.7 K= 1.80 49.0 150 PV 13 101'9" 0" 0.0 20.1 REF 30 49.0 gpm PATH 3 K= 8.66 32.1 psi PATH 4 FROM HYDRAULIC REFERENCE 24 TO 21 REF 24 8.1 1" 0 0 8'10" 2.7 fps 19.9 19.9 PATH 1 1.109" 1 0 5' 0" 0.012 0.2 0.0 K= 1. 81 8.1 150 PV 0 13'10" 0" 0.0 19.9 REF 21 8.1 gpm PATH 4 K= 1.80 20.1 psi Job Water Required Hose Allowance Drawn By CANTEBURY WOODS Static Pressure: 64.0 psi Pressure: 44.8 psi Inside: 0 gpm SprinkCAD TIGARD, OREGON Residual Pressure: 36.0 psi Total Flow: 79 gpm Outside: 0 gpm Tyco Fire Products Flow: 1783 gpm Safety Pressure: 19.1 psi (800)495-5541 Remote Area: 2 Date/Loc: 11/24/05 FLOW-109TH 70 • r.. 50 Sus lily • P 40 S 30 20 10 400 600 800 1000 1200 1400 1600 1800 2000 Flow (gpm) + e CANTEBURY WOODS Drawing Date:12/29/05 12/30/05 14 : 7 HYDRAULIC DESIGN INFORMATION SHEET Job Name: CANTEBURY WOODS BLDGS 10-12, 16-19,26-28 Location: TIGARD, OREGON Drawing Date: 12/29/05 Remote Area Number: 3 Contractor: JND FIRE SPRINKLER INC. Telephone: (503) 968-5200 12155 SW GRANT AVE. SUITE D. TIGARD, OREGON 97223 Designer: JEFF DUTTON Calculated By:SprinkCAD • www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: V�IJ Occupancy:R-1 Reviewing Authorities:CITY OF TIGARD SYSTEM DESIGN Code:NFPA 13R,99 Hazard:RES System Type:WET Area of Sprinkler Operation 2 HEADS I Sprinkler or Nozzle Density (gpm/sq ft) 0.056 I Make: GLOBE Area per Sprinkler 324 sq ftl Model: GL4710 Hose Allowance Inside 0 gpm I K-Factor: 4.70 Hose Allowance Outside 0 gpm I Temperature Rating: 155 CALCULATION SUMMARY 2 Flowing Outlets gpm Required: 36.8 psi Required: 48.8 @ CITY CONN. WATER SUPPLY Water Flow Test I Pump Data I Tank or Reservoir Date of Test 11/24/05 I Rated Capacity 0 gpm I Capacity 0 gal Static Pressure 64.0 psi I Rated Pressure 0.0 psi I Elevation 0 Residual Pres 36.0 psi I Elevation 0 At a Flow of 1783 gpm ( Make: Well Elevation 0" I Model: I Proof Flow 0 gpm Location: FLOW-109TH & CANTEBURY, PRES-106 Source of Information: CITY OF TIGARD SYSTEM VOLUME 32 Gallons Notes: HIGHEST POINT ON PROJECT USED FOR ELEVATION IN CALC' S. CANTEBURY WOODS Drawing Date:12/29/05 12/30/05 14: 7 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 3 37 51.6 psi 1 Pipe 1-1/2" PVx15 8' 150 1. 602 37 0.3 1 1-1/2" Flngd Back Flow Valve Watts CHART LOSS 37 5.1 Elevation Change 8'0" 3.5 Total Loss for RISER 8.8 psi Hydr Ref R1 Required at BASE OF RISER 37 60.4 psi 1 2" CPVC 90 Ell 9' 120 2. 067 37 0.2 1 Pipe 2" PVx15 CSC 25' 150 2. 003 37 0.3 1 Pipe 4" DIx18 Cl 350 40' 140 4.238 37 0.0 1 Pipe 8" DIx18 Cl 52 500' 140 8.720 37 0.0 1 8" Flngd Back Flow Valve Ames "3000 CHART LOSS 37 1.8 1 Pipe 8" DIx18 Cl 52 25' 140 8.720 37 0.0 Elevation Change -32'0" -13.9 Hydr Ref R2 Required at UNDERGROUND 37 48.8 psi Hydr Ref R2 Required at CITY CONN. 37 48.8 psi Water Source 64. 0 psi static, 36.0 psi residual @ 1783 gpm 37 gpm 64.0 psi SAFETY PRESSURE 15.1 psi Available Pressure of 64.0 psi Exceeds Required Pressure of 48.8 psi This is a safety margin of 15.1 psi or 24 % of Supply Maximum Water Velocity is 19.4 fps CANTEBURY WOODS Drawing Date:12/29/05 12/30/05 14: 7 LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P SIZE Nominal size of pipe. ID Actual internal diameter of pipe C Hazen Williams pipe roughness factor TYPE Type or schedule of pipe # FITS number of fittings as follows: 90 - 90 deg Ell 45 - 45 deg Ell T - Tee LT - Long Turn 90 Ell SPEC - Fitting other than above or fitting with hydraulic equivalent length specified by manufacturer. Pt Total pressure (psi) at fitting Pf Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)^1.85 / ID^4.87 Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pv Velocity pressure (psi) where Pv = 0.001123 x Q^2/ID^4 Pn Normal pressure (psi) where Pn = Pt - Pv Pdrop Pressure loss in pipe rise or drop to an open head. Phead Pressure at an open head. ELEV elevation from branch tee to open head. PIPE pipe length from branch tee to open head. FITS fitting equivalent length from branch tee to open head. NOTES: - Pressures are balanced to 0.001 gpm. Pressures are listed to 0.01 psi. Addition may vary by 0. 01 psi due to accumulation of round off. - Calculations conform to NFPA 13 edition. - Velocity Pressures are considered on branch lines and cross mains - Path #1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths CANTEBURY WOODS Drawing Date:12/29/05 12/30/05 14: 7 REMOTE AREA #3 PAGE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 9 TO W (PRIMARY PATH) HEAD 9 18. 0 3/4" 0 0 5'8" 9.5 fps 15.2 15.2 15.2 -6" 0.10 gpm/sq ft 0.884" 1 0 3'0" 0.163 1.4 0.0 0.5 6" K= 4.70 18. 0 150 PV 0 8'8" 0" 0.0 15.2 14.7 48" REF 29 18.8 3/4" 0 0 12'6" 19.4 fps 19.1 19.1 PATH 2 0.884" 0 0 1'0" 0.613 8.3 2.5 K= 4.31 36.8 150 PV 1 13'6" 0" 0.0 16.6 REF 28 1" 2 0 52'7" 12.4 fps 27.3 1.109" 1 0 20'0" 0.203 14. 8 36.8 150 PV 5 72'7" 9' 0" 3.9 REF 27 -10.5 1" 0 0 9'3" 8.8 fps 46.0 46.0 PATH 3 1.109" 2 0 11'0" 0.110 2.2 0.0 K= -1.54 26.4 150 PV 1 20'3" 0" 0.0 46.0 REF 30 10.5 1-1/2" 6 0 44'2" 5.9 fps 48.5 48.5 PATH 3 1.602" 1 0 49'0" 0.034 3.2 0.2 K= 1.50 36.8 150 PV 4 93'2" 0" 0. 0 48.2 REF W 36.8 gpm PATH 1 K= 5.13 51.6 psi PATH 2 FROM HYDRAULIC REFERENCE 10 TO 29 HEAD 10 18. 8 3/4" 1 0 9'10" 9.9 fps 16.5 16.5 16.5 -6" 0.10 gpm/sq ft 0.884" 0 0 5'0" 0.177 2.6 0.0 0.4 6" K= 4.70 18.8 150 PV 1 14'10" 0" 0.0 16.5 16.1 36" REF 29 18.8 gpm PATH 2 K= 4.31 19. 1 psi PATH 3 FROM HYDRAULIC REFERENCE 27 TO 30 REF 27 10.5 1" 0 0 54'4" 3.5 fps 46.0 46.0 PATH 1 1.109" 3 0 19'0" 0.020 1.5 0.0 K= 1.54 10.5 150 PV 4 73'4" 0" 0.0 46.0 CONTINUED 47.5 psi CANTEBURY WOODS Drawing Date:12/29/05 12/30/05 14: 7 REMOTE AREA #3 PAGE 2 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 3 FROM HYDRAULIC REFERENCE 27 TO 30 CONTINUED REF 26 1" 0 0 2'7" 3.5 fps 47.5 1.109" 0 0 1' 0" 0.020 0.1 10.5 150 PV 1 3'7" 0" 0.0 REF 24 1" 0 0 8'10" 3.5 fps 47.5 1. 109" 1 0 5'0" 0. 020 0.3 10.5 150 PV 0 13'10" 0" 0. 0 REF 21 1-1/4" 4 0 64'9" 2.2 fps 47.8 1.400" 0 0 37'0" 0.006 0.6 10.5 150 PV 13 101'9" 0" 0.0 REF 30 10.5 gpm PATH 3 K= 1.50 48.5 psi Job Water Required Hose Allowance Drawn By CANTEBURY WOODS Static Pressure: 64.0 psi Pressure: 48.8 psi Inside: 0 gpm SprinkCAD TIGARD, OREGON Residual Pressure: 36.0 psi Total Flow: 37 gpm Outside: 0 gpm Tyco Fire Products Flow: 1783 gpm Safety Pressure: 15.1 psi (800)495-5541 70 Remote Area: 3 Date/Loc: 11/24/05 FLOW-109TH T 0 60 I 1111111111911 i 11111111 50 Sup.ly III ME P 40 1 111 imiumilli S 30 20 IME�� ■ 10 400 600 800 1000 1200 1400 1600 1800 2000 Flow (gpm) Nov 03 0510: 26a City of Tigard PW 5U3fit14E1E14U p, 1 FAX TRANSMITTAL /H1ii ic , �.y. ;o �...n Date November 3, 2005 Number of pages including cover sheet 6 To: Jeff From: Ken Fisher Co: JND Fire Co: City of Tigard Fax#: 503-968-5920 Fax#: 503-639-1471 Ph #: (503)639-4171. Ext. 2602 SUBJECT: Fire flow info for Canterbury Crest Townhomes EcEINE® /Nu C1SY OF Iles roN tot_Dmo Dry IAENGfAXDOT Nov 03 05 '10: 26a Cit of Tigard PW 503684884U p• e Nov 30 04 04: 11p Dee Lockwood (503) 445-6388 • LOCKWOOD ENGINEERING LLC FIRE PROTECTION ENGINEERING SERVICES 10149A SW Barbur Blvd. Portland, Oregon 97219 Ph: 503/546-0628 Cell: 503/805-6857 Fax: 503/445-6388 November 30, 2004 Pete Arellano Alpha Engineering Inc. Plaza West, Suite 230 9600 SW Oak Portland, OR 97223 RE: Flow Test of Water Distribution System SW Canterbury Ln. and SW 106th Project No. 2004-071 Dear Pete: Flow tests of the water distribution system serving the subject project were conducted on Wednesday, November 24 between 1.0:00 AM and 10:30 AM. Two tests were conducted. The first flow a hydrant located on SW Canterbury at 109th. The second flowed a hydrant located east of the existing building offices. Elevation of hydrant at SW Canterbury and SW 109th is approximately 32' lower than the hydrant at SW Canterbury and SW 106`''. Elevation of the hydrant east of the project office is at the same approximate elevation of the hydrant at SW Canterbury and SW 106`''. Tests were conducted in accordance with National Fire Protection Association Standard No. 291. The City of Tigard was present and manually started two 1,000 g.p.m. pumps. The pumps supply water to a local high-pressure water distribution zone. Water source is two water tanks located at SW Canterbury Ln. and SW 106th. Test results are: TEST NO.1. Location of pressure hydrant = SW Canterbury& SW 106th Location of flow hydrant = SW Canterbury & SW 109" Static Pressure= 64 psig Nov 03 05110: 27a City of Tigard PW 5036848840 p, 3 Nov 30 04 O4: llp Dee Lockwood [503) 445-6388 p. 2 I , • Residual Pressure= 36 psig Static pressure at flow hydrant = 78 psig Residual pressure at flow hydrant= 38 psig Pitot pressure= 29 psig— I ea. 4'/z" Hose Monster Observed flow= 1,783 g.p.m. Available fire Flow at pressure hydrant = 2,369 g.p.m. at 20 psig TEST 1O.2 Location of pressure hydrant = SW Canterbury& SW 106th Location of flow hydrant = East of project office Building Static Pressure= 64 psig Residual Pressure— 56 psig Static pressure at flow hydrant = 66 psig Residual pressure at flow hydrant = 47 psig Pitot pressure= 28 psig— 1 ea. 21A"Hose Monster Observed flow= 893 g.p.m. Available fire flow= 2,242 g.p.m. at 20 psig Available fire flow at the pressure hydrant should be the same for both tests. Test No. 1 is probably the most accurate as more water was discharged. Available fire flows observed at the flow hydrants were 2179 g.p.m. at SW Canterbury and SW 1091h and 1492 g.p.m. at hydrant east of project office. The observation of static and residual pressures at the flow hydrant give available flows at the hydrant discharge ports. Test results at the flow hydrant should not be used for fire sprinkler system design. Available fire flow with completion of an 8"water main that essentially loops the two flow hydrants will increase the available fire flows at the respective project hydrants. However, the City of Tigard will probably want to prevent reducing static pressures anywhere within the zone below 20 psig. The above flow tests suggest the system (zone)available fire flow is limited to about 2,369 5.p.rn. Thank you for the opportunity to work with you on this project. Please call if you have questions. Sincerely, r c iid:12-.- / :y.i.„."7„4.,___ .reDPROA- li Dee Lockwood,P.E. _:;(;9j:601:611117:30,47�l ��.o%� ��,'_? � C: Ken"Fisher—City of Tigard C 4.08.+c y0 o Eric McMullen—TVF&R e coc,04 1 , ... • 7 100 : , , , • 0 , I I " 2C 0 LOCKWOOD ENGNEERING LLC c al . Cs) • tAl 90 . Development Hydrant Flow Test .. CA 0 . Pressure Hydrant - SW 106th & SWCanterbury Ln 0 0 •• Test #1 Flow Hydrant- SW Canterbury Ln. .. .., 80 ] , Test #2 Flow Hydrant - East of offices /IT Static Pressure - 64 psig70 . 1n-* t, 0 ro IC 1 Residual Pressure (#1) - 38 psig m c, r- 41 ,,.. 1 ReSidUal Pressure (#2) - 56 psig 0 0 60 — .. ! . "*`*4:'-'x:/' 56134i , o 1 .. a , a 50 ! I. . 1 , , Test #1 , ' 1 , : 1 1 , ; ! 40 ! , ; ipm 38si i ..... u Test #2' 1 • . 30 eo PROP40 . . .. ..... ... . . . . . .__ „ . cr ea 0,i3INE ., i . ; 2369 g p m 20 p/s.: WI a o -I' .. a 2 - ' imizz-f 1 _ a 20 .1 )... . 9 .1( ' • - 1 41 • oREGoN I 2242gpm 20psi Ul 0 i i • 0° i f cn cee LOG 10 9' "at4 r2/41/V ! ! co co I 1 , I • 500 750 1000 1250 1500 1750 2000 2250 2500 , 4' CA) . ,2 1 . 1 t T ; 0 1 I LOCKWOOD ENGNEERING LLC ' W ' W bevelopmentiHydrant Flow Test 4 en 1 90 - : • . : . . 0 u; i 4 '- Pressure Hydrant - Flow Hydrants, 0 0 - 80 Test #1 Flow Hydrant - SW Canterbury l..n. 'psi Test #2 Flow Hydrant - East of offices CI Static Pressure Test # 1 - 78 psig 70 fo cc l Static Pressure Test #2 - 64 psig I) 0 -4psi 60 I Residual Press0ure (#1) - 38 psig 0 -I X' i-.• 01 e Resiciudl Pressure (#2) - 47 psig 0 w 1 i0 0. a , -o 50 0 Test #1 E 93gpm 47pSi _ __isto PROPett, 40 • .•,"..;; o / i :. • 83gpm 38psi el it i71r6, eelee'( ; OREGON F))1 , 30 . Tet #2 .-- Lee LOCO ui CO 7\741.ja6/5 /2A li eyi W CO 0 I 4+ 20 0 1492gpm 20psi , , , ., 2179gpm 20psi 41 (j) I 1 Note Test results are not va'id for fire sprinkler sytem design 0 100 0 ul 500 750 1000 1250 1500 1750 2000 2250 2500 -a :4 in Wdlu:it 40 el 0»I 4% • -000 sPn5)L Jo A117*4 i 0 e1 g l logp �G tit 4 CD _ _ 111PW(111111111., "1 .11.11r.011s A4 • - `1 ! - rJ illi a i• t til o VI 1� tt CO ita elito in o 11/40: uLl :>#;61.011411" Cu o 1. CD re) IT �jjjlljtj . ' k mr �� ( .. X11 i� ar„ ,,ivimi 413 e.v, .+'0,' e!•rrp•alt, - \\IvWtytaq psi iiiiiii .:,,,;„,0 / v t fl‘ a lae 3 El i Oa xopu[ Wow atom0 o a141Pei uopiaial Jai% to � is< :,) 1` attlrlo eAleAIPA 41111111 o a, n d III m�wp�s��rt> ,�ttttY ioe115lpP3 �?IMPS�S J, U111.11 43 n uta�Xgq wP�tl w aw11111 111111 1111T, eN 111.1i.40 ;Sq paled a. 111iir N 0it Q iiILIVL'•p•kallVA1�� c*S m - •ompupdiop .raxuo»Iita rel?i*AL in awl p■AN *emit] tmeF i.P7 ■N3 O ' , I7I3� s . ; .. ,,,. .,.,. lla(W.I51'1 WWI./-+.IncbitpiAtli. 0 Z • I • , r I/',NI ID ; A FIRE SPRINKLER, INC. Date: 1/30/06 ECEIVE Attn: Val Henzel fiAN orl Company: City of Tigard CITY OF T1GARL BUILDING DR'ISION Re: Canterbury Woods Condominiums, Tigard, Or. Response to Fire sprinkler system review dated, 1/20/06 Buildings 8,9,13-15,20-25 & 29-32 1. An approval letter for the fire sprinkler deferred submittal from the design Architect will be sent to your attention ASAP. 2. (4)Now shown on plans (section view). (6)A note in the new fire wall penetration notes that all walls and floor/ceilings that separate units are 1 hour rated. (11)A civil water plan has been submitted for reference. Piping sizes are shown in hydraulic calc's and on a new note located below the riser detail. (14)The sprinkler legend now shows the number of heads per floor. (17)A new note on the plans describes that all CPVC piping is installed concealed with at least 5/8" sheetrock as protection (joist bays and attics). (21)Hanger details are shown on plan. There is a new hanger note located next to the hanger details. (23)See note (11) above. 3. All incorrect references to the buildings heights and tatings have been corrected. The plans now note that Buildings 8,9,13-15 & 29-32 are 2-story w/ basement. Plans also note that this does not affect the fire sprinkler system design or installation. The plans also now have a note next to the title block stating that these plans are for fire sprinkler system installation only. Please let me know if any more information or clarification is needed. Thank you, (2: &r Jeff Dutton r