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PP - 361 STRANDER BLVD - BOILING POINT RESTAURANT - PERMITS AND PLANS
361 STRANDER BLVD ASSOCIATED PERMITS 17-5-059 17-5-021 05-F-093 02-5-156 02-F-163 97-F-034 96-F-276 17-F-065 17-H-090 ;CD 6-D 4.41VIN SITE LOCATION CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: a �j Site Address: 3c.)1 13) vd, , I Lc t,. - Suite Number: Floor: Tenant Name: c4� 0I 1 I VIC{?b i (� R e4 New Tenant? �- Yes Q - No Property Owner's Name: jjU Mailing Address: CONTACT PERSON -if there are questions about the submittal. Name: 0 (e Ur City State Zip N-) 9 p Day Telephone: Lp v ? 12 502 Company Name: I O4 i'�-ai 1� L j S/-&-(/1" Mailing Address: 15 5 - (to' State ip E-mail Address: � ©'� �'��h h $14)5 J ��j LeCity QwLFax Number: d-OLP 2 ZS Contractor's City of Tukwila Business License number: 81.15 1 �J Oi Total number of new/relocated devices or sprinkler heads: 1 61 -7 Valuation of Project (contractor's bid price): $ Scope��of Work (please provide detailed information): 1"_-Q.- L OC -a. -t G�'-.C�,G(ct a5�•� -"ver U fiv12— PERMIT APPLICATION NOTES Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. 1 HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signatut a)- t L e-o'h Date: 3 b• Zb Print Name: K �'' ` 0 f bld-kuike,�� Day Telephone: 2410 �� - - 7- 50Z Plan Permit App.doc t^� s 4 C -v -v � 8/22114 TFD FP Form 8 E> FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Boiling Point Restaurant 361 Strander BI Permit No.: 17-S-059 Date: March 31, 2017 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Comply with all three comments on BCE plan review letter dated December 27th 2016. • Minimum clearance around pipes: 2 "for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2 1/2 inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-02, section 9.6.2.6.2 (e). • Ceilings used for flex drop attachments shall comply with ASTM C 635 and ASTM C 636 per section 9.2.1.3.3.2. • :44 • Where flexible sprinkler hose fittings exceed 6ft. in length and are supported by a suspended ceiling, a hanger(s) attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft.(9.2.1.3.3.3). • Flexible sprinkler hose bends shall not exceed the maximum radius permitted by the listing. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. • All interior control valves shall be readily accessible, labeled and located not more than 6 ft. above the floor. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 20 or more sprinkler heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a loss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2013 Edition. NSITNIrEST HIE SI'MTESIS 3315 South 11601 St • Se 11S, Tukwila, WA 98168 206.772.7502 • fx 206J72.7504 www"nwfiresystems.com • UC # NORTMFS928CR ive th ; _: ;��r, � N o. /7-S 1 and exact ¢or shut- down or rtzi ;"wt:en approval. REQUEST FOR SHUTDOWN Date of Request: 2/3/2016 R.F.S. # 001 To: Tukwila Fire Prevention Address: 6300 Southcenter Blvd Ste 209 Attention: Al Metzler Project: Boiling Point Restaurant Address: 361 Strander (Blvd South Ctr Plaza Tukwila, WA Issue: Demo existing single dry pendant at cooler box. Specification Involved: This is to remove existing cooler for new restaurant Kitchen Request We have been ask to provide fire sprinkler quote for this TI. We have been working on it and hope to Complete today. We would like ti think we have this project TI so as soon as we are given the go ahead plans will Be provided for your review. Right now they just want the cooler box to be removed. Please confirm with a shutdown number to complete this demo work. a � r Please respond directly to: 1 • Ken Bryner kbryner@nwfiresystems.com Northwest Fire Systems Response: • Date of Response: Response By: HEIFIRE CONTROL INSTRUMENTS, INC. BULLETIN D-163/0889 DH -22 DUCT SMOKE DETECTOR HOUSING DESCRIPTION The FCI Model DH -22 air duct detector housing is intended for use on air handling ducts to sample air and allow for the detection of smoke and com- bustion particles. The housing accepts either the FCI CPD -7023 ionization detector or the PSD - 7139 photoelectric detector. Air sampling is ac- complished through sampling and return tubes which extend into the ducts. The detectors may be used either as an AC powered single station device or as a 4 -wire DC powered unit for system application. It is equipped with relay contacts which may be used directly for control applications. A transparent inspection port permits viewing of the detector alarm indicator over a wide viewing angle and inspection of the conditions of cleanli- ness inside the detector mounting area. The DH -22 duct housing is intended for air velocities ranging from 500 feet per minute to 3500 feet per minute. The uniformity of sensitivity over the velocity ranges specified insures that compen- sation adjustments for operation at specific air velocities is unnecessary. The housing should be installed on ducts with depths between eight inches and ten feet. The DH -22 uses one inlet and one outlet (fur- nished) 12" sampling tube. In order to insure uniform sampling of laminar flow and stratifica- tion, it is recommended that the sampling tubes extend over the entire width of the duct. The outlet tube should be cut to one-half the duct width or 12", whichever is less. FCI manufactures sampling tubes in a variety of standard lengths to suit most applications. RAI -2 RCM -500 FEATURES RCM -601 • Field selectable: • 4 -wire 24VDC operation • Single station AC operation • Non -Polarized • Accepts FCI ionization and photoelectric smoke detectors • Remote indication, Relay Test and Reset options • Transparent inspection port • Rugged, compact steel housing ELECTRICAL SPECIFICATIONS Input voltage: (DC operation) (AC operation) Standby current: Alarm current: With remote LED Less remote LED Relay contacts: Dimensions: 18.0 - 32.0 VDC 120 VAC 3 VA max. 100 uA max. @ 24 VDC (2 -wire) 25 mA max. @ 24 VDC (4 -wire) 30 to 100 mA. 15 to 100 mA. Two Form C, rated 2 Amps @ 24 VDC or 120 VAC (resistive only) 10.0"H x 8.0"W x 2.6"D. (3.95" D over transparent cover) 269 GROVE ST. NEWTON, MA. USA 02166-2295 TEL: (617)965-2010 TELEX: 04-8212 FAX: (617)965-0659 9020-0096 FIRE CONTROL INSTRUMENTS, Inc. 10.000 0 0 0 0 8.000 DUCT HOUSING DIMENSIONS WIRING DIAGRAM - AC OPERATION LOAD INPUT POWER BLACK POWER INDICATOR (SEE ACCESSORIES ALARM INDICATOR TEST SWITCH -+ f -y {-y 115 VAC 5Q'Ml HZ WHITE ACA -201 WIRING KIT MOUNT IN DH -22 ENCLOSURE 62 SEE BELOW FOR 0 C B A W1 & W2 CONNECTIONS LOAD DE -ENERGIZED ON POWER LOSS OR REMOVAL OF DETECTOR FROM DUCT HOUSING LOAD ENERGIZED ON ALARM 1 12 13 14 15 18 17 18 19 1 111112113 TROUBLE' K1 . ALARM K2 CUT GREY WIRE IN THE MIDDLE TO ACCESS PIGTAILS OF SPST N 0 ALARM CONTACTS Input Voltage : 95-135 VAC, 50-60 Hz, 3 VA max. NOTE: 120 VAC operation requires one (1) ACA -201 Wiring Kit per DH -22 housing. Single station Fail -Safe operation. Jumper configuration: W1 to D, W2 to A Single station operation. Jumper configuration: WI to C, W2 to A CONTACTS 1 SPDT, Relay K1 (Terminals 8,9,10) NOTE: Normally energized under "Power -On" conditions. Contacts transfer on alarm, removal of detector from housing or failure of AC power input. 1 SPDT, Relay K2 (Terminals 11, 12, 13) 1 SPST, Relay K2 (N.O. pigtail lead - cut gray wire) NOTE: K2 contacts transfer on alarm. Same as above, except K1 relay does not transfer on alarm. 269 GROVE ST NEWTON, MA. USA 02166-2295 TEL:(617)965-2010 TELEX: 04-8212 FAX: (617)965-0659 • • • • • • • Input Voltage: Ripple Tolerance: Standby Current: WIRING DIAGRAMS - 4 -WIRE DC OPERATION 18-32 VDC, non -polarized 20% Max. 40 mA @ 24 VDC with Model RCM -601 "POWER" indicator option. Alarm Current: 100 mA @ 24 VDC. The Model DH -22 can use either a self-contained relay (Fig. A) or an external end -of -line relay (Fig.B) for power circuit supervision. NOTE MUST BE ELECTRICALLY COMPATIBLE WITH CONTROL PANEL INITIATING CIRCUIT rTEST SWITCH 4 7ALARM INDICATOR 4- POWER INDICATOR (SEE ACCESSORIES) POWER CIRCUIT 18-32 VDC 20% MAX RIPPLE 100 mA MAX 1....I I�1'■�■III ■I11 1ii■u•uu11I1.11 ••III 1ui••uu11•.=11I ��-Emiin nenzunirmemcommrn nn m mmm 1 1!. E.O.L RESISTOR 0©©0©11151O11mm®® CUT W3 BEFORE NO. 1 DETECTOR APPLYING DC POWER - NOTE WI & W2 CONNECTIONS NO. 2 DETECTOR LAST DETECTOR CUT GREY WIRE IN THE MIDDLE TO ACCESS PIGTAIL SPST N.O. ALARM CONTACTS Figure A (With self-contained supervisory relay) NOTE MUST BE ELECTRICALLY COMPATIBLE WITH CONTROL PANEL INITIATING CIRCUIT POWER CIRCUIT 18-32 VDC 20% MAX RIPPLE 100 mA MAX [-TEST SWITCH r ALARM INDICATOR 1 + .41 --POWER INDICATOR (SEE ACCESSORIES ) EXN 1 ....1111111111 I1uuu■III� X111 0©©n©oonomm®® 0©©n©oonomm®® TROUBLE CONTACTS (SHOWN ENERGIZED) 1 Ilr� �NM 111�1 o©©n©oon111 CCULIEEKLI ommmm NO 1 DETECTOR CUT WI AND W3 BEFORE APPLYING DC POWER - NOTE W2 CONNECTION NO. 2 DETECTOR LAST DETECTOR CUT GREY WIRE IN THE MIDDLE TO ACCESS PIGTAILS OF SPST N.O. ALARM CONTACTS Figure B (With external EOL supervisory relay) E.O.L. SUPERV SORY RELAY With self-contained supervisory relay: (Fig. A) With external EOL supervisory relay: (Fig. B) CONTACTS 1 SPDT, Relay K2, (Terminals 11, 12, 13) 1 SPST, Relay K2 ( N.O. pigtail lead - cut gray jumper) NOTE: K2 transfers on alarm. Available for alarm or control functions. 1 SPDT, Relay K1, (Terminals 8, 9, 10) NOTE: Supervisory relay, normally energized. Transfers upon removal of detector from housing or upon failure of 24 VDC supply power. 2 SPDT, Relay K1 (Terminals 8, 9, 10): Relay K2 (Terminals 11, 12, 13) 1 SPST, Relay K2 (N.O. pigtail lead - cut gray jumper) NOTE: All contacts transfer on alarm. Available for alarm or control functions. Removal of detector from housing or failure of 24 VDC supply power will de -energize external end -of -line relay and transfer its contacts, opening the initiating circuit and creating a trouble signal. FIRE CONTROL INSTRUMENTS, Inc. ACCESSORIES MODEL DESCRIPTION FST -24 24" Sampling Tithe FST -48 48" Sampling Tube FST -72 72" Sampling Tube FST -120 120" Sampling Tube RAI -2 Remote alarm indicator- red LED lights on alarm. RCM -500 Remote alarm indicator/keyswitch - as above except with added momentary keyswitch which actuates alarm relay and lights the red LED. RCM -601 Remote Power/Alarm Indicator/Keyswitch - as above except has added green "POWER" LED which lights upon normal conditions. ACA -201 AC Wiring Kit - allows 120 VAC operation of individual duct detector. Installs inside the DH -22 housing. ORDERING INFORMATION PART NO. MODEL NO. DESCRIPTION SHIPPING WEIGHT (LBS) 111-32022 DH -22 Duct Housing 5.5 111-0502B RAI -2 - Remote Alarm Indicator 1.0 111-0502C RCM -500 Remote Alarm Indicator/Keyswitch 1.0 111-0502D RCM -601 Remote Power/Alarm Indicator/Keyswitch 1.0 111-40021 ACA -201 A.C. Wiring Kit 2.0 111-04220 FST -24 24" Sampling Tube 0.6 111-04420 FST -48 48" Sampling Tube 1.2 111-04620 FST -72 72" Sampling Thbe 2.0 111-04920 FST -120 120" Sampling Tube 3.5 110-3102M CPD -7023 112-3108W PSD -7139 119-63020 2040-24 119-64020 2040-120 Ionization Detector Head Photoelectric Detector Head EOL Supervisory Relay 24 VDC EOL Supervisory Relay 120 VAC 2.0 2.0 0.5 0.5 269 GROVE ST NEWTON, MA. USA 02166-2295 TEL:(617)965-2010 TELEX: 04-8212 FAX: (617)965-0659 • Ell FIRE CONTROL INSTRUMENTS, INC. BULLETIN S-110/0290 HM SERIES VISUAL AND AUDIO/VISUAL SIGNAL APPLIANCES APPROVED DESCRIPTION The FCI Model HM vibrating horn design al- lows for either surface or flush mounting on a standard 4 -inch square electrical box. This new modular design eliminates the need for a special backbox or plate when flush or semi -flush mount- ing is required. The horn is U.L. Listed when it is used in conjunction with a cover, which may be plain or strobe -equipped, surface or flush. Acces- sories are available for concealed conduit mount and the horn assembly is listed as weather-proof when mounted on the model WBR weatherproof back box. The strobe cover, available in surface or flush mount versions, is designed to mount directly to a basic horn mechanism. An independent strobe unit is also available on a plate which mounts on a standard 4" box. The strobes contain a xenon flash tube and are front mounted and visible from all sides of the lens. The white high -impact, Lexan® lens is silkscreened "FIRE" or "HALON" in 1/2 inch high red letters. APPLICATION The FCI DC horn, strobe and combination horn/strobe are electrically polarized and include a blocking network to allow for connection to a supervised fire alarm indicating appliance circuit. Screw terminals are provided to insure proper "in and out" wiring supervision of the horn, while the strobe has wire leads separate from the horn so it can be connected to other circuits if desired. In addition, the D.C. horns include noise cancelling circuitry to prevent the transmission of high voltage spikes that are typically generated by contact type electromechanical devices. NOTE: Each vibrating horn mechanism must be used with a cover to be U.L. recognized. SPECIFICATIONS Operating Voltage Operating Current Horn Output, Min./1) p.* Peak Candlepower** Effective Candlepower (Candela)** FEATURES • Modular design • Low operating current • High dB output • Noise cancellation circuitry • Standard 4" square mounting • Low profile or surface mount • Interchangeable strobe covers HMVP 21-28 VDC 0.035 Amp. 87dB/95 dBA HMV -AC SL 120 VAC 21-28 VDC 0.084 Amp. 0.038 Amp. 87dB/95 dBA --- 45,000 4.5 * MINIMUM dB is calculated from integrated sound pressure measurements at Underwriter's Laboratory per U.L. 464. TYPI- CAL dBA measurements with conventional sound level meters are made in an anechoic chamber and indicate the typical output level in an actual installation. " Light intensity levels are defined PEAK candlepower which is the maximum light output level generated during a given flash cycle and EFFECTIVE candlepower which is the U.L. measuring criteria per Standard 1638 and defined as the average light output generated during one flash cycle. 269 GROVE ST. NEWTON, MA. USA 02166-2295 TEL: (617)965-2010 TELEX: 04-8212 FAX: (617)965-0659 9020-0244 FIRE CONTROL INSTRUMENTS, Inc. Part # 130-3105F 130-4002F 139-5101F 139-5201F 135-3411E 135-3312E 139-6201F 139-6301F 135-3410E 135-3412E Part No. 139-3401F 139-3101F 139-1001F 139-2501F 139-2901F 139-1201F ORDERING INFORMATION Model# HMVP HMV -AC HSC HFC HSC/SL HSC/SL-H HFC/SL HFC/SL-H SL SL -H * Nominal voltage Model No. WBR BBR APR SPR DPR SFPR DESCRIPTION 24 VDC * Horn Mechanism, polarized 120 VAC Horn Mechanism, non -polarized Surface Cover, Horn, red Semi -Flush, Cover, Horn, red Surface Cover, Horn, red, w/24 VDC * Strobe, vertical, "FIRE" Surface Cover, Horn, red, w/24 VDC * Strobe, vertical, "HALON" Semi -Flush Cover, Horn, red, w/24 VDC * Strobe, vertical, "FIRE" Semi -Flush Cover, Horn, red, w/24 VDC * Strobe, vertical, "HALON' Strobe Light only, vertical, "FIRE" 24 VDC * on 4" plate Strobe Light only, vertical, "HALON" 24 VDC * on 4" plate ACCESSORIES Description Weatherproof Box, Red, surface, 1/2 inch pipe Indoor Surface Box, Red Concealed Conduit Plate, Red Single Projector, Red Double Projector, Red Semi -Flush Plate, Red RLE 269 GROVE ST. NEWTON, MA. USA 02166-2295 TEL:(617)965-2010 TELEX: 04-8212 FAX: (617)965-0659 JOHN J. ABEL FIRE PROTECTION CO., INC. 4932 Pioneer Rd. • Bothell. WA 98012 (206)481-7669 FAX#: 481-8695 ro Tukwila Fire Department WE ARE SENDING YOU 0 Attached 0 Under separate cover via O Shop drawings O Copy of letter ❑ Prints O Change order LGTTC GD3 OF IMARIS( OTUAL OATS 7/1/91 JOS so ATTENTION ' Plan Review as Building A S/2F/ql Compuadd Factory Mutual Approved Plans For Review Snuthrpntar PIa7R the following items: Er Plans 0 Samples 0 Specifications O COPIES GATE NO. DESCRIPTION 4 S/2F/ql 1 of 1 Factory Mutual Approved Plans For Review 71l► wILA FI PE DEPARTMENT P/ease call. e,`d g,Ve this ob '`f40/ fiaWri Or ress tor elvelr THESE ARETRANSMITTED as checked below: [] For approval O For your use O As requested O For review and comment 0 O FOR BIOS DUE ❑ Approved as submitted O Approved as noted ❑ Returned for corrections O Resubmit copies for approval O Submit copies for distribution O Return corrected prints 19 0 PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO A Division of Chubb Security Northwest, Inc. 150 -12th Ave Seattle, WA 98122 Tel: (206)521-5678 Fax: (206)521-5340 NUN of Property: South Center Plaza - Bldg "A" Name of Tenant: "Mongolian Grill" Site Address: 335 - 365 Strander Blvd. - Tukwila, WA 98186 Propeqy Management: Regency Centers LP: 1601 114th Ave SE Suite #135 Bellevue, WA 98004 (425) 709-7960 Scope of Work: FILE Remove (4) existing smoke detectors located in tenant space `Mongolian Grill" and replace: with heat detectors. Amendment to existing configuration of fire alarm system is proposed to alleviate false alarms caused by the environment in said space. The current tenant uses an open grill/wok whose steam and normal activity during business hours trips the smoke devices located above and below the drop tile ceiling. Device replacement encompasses the following locations within space: (1) Smoke detector in back part of tenant space above drop tile ceiling. (1) Smoke detector in center part of tenant space above drop tile ceiling. (1) Smoke detector in front part of tenant space above drop tile ceiling. (1) Smoke detector in front part of tenant space below drop tile ceiling. Equipment: • (4) Edwards 281E -PL 135* R/R Heat detector [See attached cut sheets] Work requested by property management and to be performed by Chubb Security Northwest. If you have any questions regarding said work or need further documentation to enable work to take place, please feel free to contact our office (206)521-5678. TUKWILA FIRE DEPAti l h4tNi Please call: 575-4407 and give this job No. 05 - re) 93 and exact address for shut- down or restoration aporovat fiViN7 ce 6 /-14-Alt. epic SmoKc5 S"/ / 6/ ° k5f2— M,e He.'TS dnr/ �i Thank you, Heather Bradley Chubb Security Commercial Service (206) 652-0937 - Direct • 05-16-'05 09:36 FROM -•Chubb Security 2065215340 T-222 P03/03 U-616 EDWD.RDS SYSTEMS TECHNOLOGY, INC. sAAAsOTA, PL 041-739-4300 PAX 941-753-140B CHESHIRE, CT. 203-699.3000 FAX 205699.3075 OWEN SOUP. CANADA: 519.3764430 FAX 319-376.7256 INTERNATIONAL, CANADA: 606.270.1711 FAX 906-270-9553 280 Series Heat Detectors Specifications Models 281E -PL 282B -PL 283B -PL 2848 -PL Features Fixed temperature and rate -of -rise Fixed temperature ONLY UL/ULC rating 135 °F 194 °F 135 °F 194 °F temperature (57.2 °C) (90 °C) (67.2 °C) (90 °C) UUULC 100 °F 150 'F 100 °F 150 °F maximum ambient temperature at ceiling (37.8 °C) (65.(; °C) (37.8 °C) (65.6 °C) Rate -of -rise 15 °F 15 °V - - rating (9.4 °C) (9.4 'C) Recommended spacing (see Note A): 50 ft (15.2 m) Maximum distance from wall (see Note B): 25 ft (7.6 m) All detectors have one normally opal contact rated as follows; 3.0 A at 6to 125 Vac, 1.0Aat6to24Nide. 0.3Aat125Vdc, and 0.1 A at 250 Vdc. Note A: Maximum detector coverage has been determined by UL to provide detection time equal to sprinkler devices spaced at 10 ft (3 m) Intervals (100 sq ft area) on a smooth ceding 15 ft 9 in (4.8 m) high. Higher ceilings can adversely affect detection time. In some instances, earlier detection may be obtained by reducing the spacing between detectors. Note B: Maximum distance shown is from any wall partition or ceiling projection extending down more than 12 in (305 mm). Installation instructions Surface Mounting When using exposed installation wiring, remove either or both snapouts for wire entrance from the plate, as required (see figure). With the side of the plate marked "FOR SURFACE MOUNTING" facing out, fasten the plate to the surface by installing two #8 wood screws (not supplied) or other suitable faste'lers through either the inner or outer pair of surfaOe mounting holes in the plate. Route the installation wiring either through the center hole in the mounting prate when the wiring is acn:r eeled or through the openings In the side of the plate when the wiring is exposed. Connect the wiring to the detector. To install the detector: Align the arrows on the mounting plate and on the detector base. seat the detector on the plate and turn the detector clodcwise until it locks in place. To remove the detector: Insert the tip of a screwdriver into the rectangular slot in the side of the defector base (see applicable mounting illustration for location of 6 ot), lift the locking finger of the mounting plate, and tum the detector counterclockwise until it can be withdrawn from the plate. Two of four surface mounting holes Aipnment arrow One of two loans flown Sideweb notion (A to ek remove for MOW mount.e Sideweg esct (C WO): remove tot ewctncal box moumng Two of four electrical box mounting holes One a two — snap outs for enUance of exposed in;tallsCon wiring WARNINGS: This device will not protect life against fire and smoke. Where life safety is a factor, tha use of Smoke detectors is recommended. This device does not contain a built lin signal. This device w t not operate without dectrical power. This device does not contain battery backup. It should be electrically supervised with battery backup at the panel. The rate -of -rise feature may be subject to reduced sensitivity over time. Annual testing of the rate -of -rise operation is recommended. Refer to the latest issue of NFPA 72 or CAN/ULC-S536 for application, testing. inspection, and maintenance requirements. Refer to the latest issue of NFPA 72, CAN/ULC-524-M86 and Canadian Electrical Code, Part 1, Section 32 for proper installation requirements. Wiring diagram Listed fire alarm coned panel Note; [1] Refer to rine wiring diagrams provided wnh the control panel for proper panel aomecIons and end.of-ke resistor value. End -of -tine resistor (11 Maintenance and testing The requirements for maintenance and testing of heat detectors are covered in the latest edition of NFPA 72. Chapter 7 (inspections, tests, and maintenance). The standard requires that • For initial installation, all restorable heat detectors (rete -of -rise feature) must be tested immediately after installation. • For periodic testing for restorable heat detectors (rata -of -rise feature) two or more detectors on each Mating circuit should be tasted at least yearly. Different detectors should be selected for each test so that all detectors are tested within five years. Installation Sheet 29MAY01 PM: 3100341 REV: 1.0 280 Series Heat Detectors 1 / 2 1 FACSIMILE TRANSMITTAL SHEET TO: LT. STEVE KOHLER PROM: HEATHER BRADLEY PAX NUMBER: (206) 575-4439 DATE: 05/16/05 COMPANY: TUKWILA Fl XE DEPARTMENT TOTAL NO. OP PAGES INCLUDING COVER: 3 PHONE NUMBER: SENDER'S REFERENCE NUMBER: RE: AMENDMENT TO E 1STlNG LYRE SYSTEM YOUR REFERENCE NUMBER: 0 URGENT 0 FOR REVIEW 0 PLEASE COMMENT 0 PLEASE REPLY 0 PLEASE RECYCLE NOTES/COMMENTS: Steve, Please review the following scope of work as it represents a pending request made by the site's property maragetnent Please note that a hard copy of faxed request will follow that will include (3) total cuc sheets of device proposed for replacement Also, the customer is requesting that this work be prfotmed this week. If you have any questions or you require anything further, please let me know. Thank you, Heather Bradley Chubb Security Commercial Service (206)652-0937 - Direct (206)521-5340 - Fax 150 12TH AVE • SEATTLE, WA. 98122 PHONE: 206-521.5678 • FARC: 206-521-5340 TUKWILA FIRE MARSHAL'S OFFICE Phone: 206-575-4407 • Fax: 206-575-4439 • Email: FireMarshal@tukwilawa.gov CONTRACTORS MATERIAL AND TEST CERTIFICATE FIRE ALARM AND FIRE DETECTION SYSTEMS Fire alarm System is ready for Fire Department acceptance testing. Failure of test will result in termination of the testing and additional fees will be assessed. Contractor is responsible for supplying manpower for Final Acceptance Test with two-way communications. Date 6-1y-1% Permit # Property Address 3b / CTRJ NDC -8G1/9 Suite # 34/ City TUKWILA Zip Code ' I ?% Name of Facility S ♦ u rfl CES ,vret< /2M 2A Occupied as 13 of 1i rev d POTivT Owner or Representative Phone # Installing Company 'V /.TH l,.9S ' 2 C SyS7i ' Installing Contractor's Address 7 Ad) 4 vi 5 • (?c- 2) City It !ter" w1 °f ?? 2 Phone # 106 - 772 0'2- Installer's 2Installer's Name (PRINT) Meet C, Oayif7 License and/or Certificate(6iL'06) (my/t/V/i t/901(if 6i6.eaTtf 60-477 [3-67KI/6 General Contractor Electrical Contractor FACP Equipment Manufacturer 4.7-L. SMT /' Mr bur- Model # 69.'1 2-0,.X (-- This This system has been installed, pre -tested and operates in accordance with the standards listed below and was inspected by A7, 4 C_ goe i NvX On (date) t - / y_1-7 and includes the devices listed on back. Circle all that apply: NFPA 72, Chapter 1 2 4 5 6 7 and/or IFC SEC 907 NFPA 70, National Electrical Code, Article 760 Manufacturer's Instructions Manufacturer's InStructibns Other (specify) t/ Tukwila City Ordinance Numbers 2050, 2051 UL Central Station Monitor 4 Mit/0 cb'frrtt SIGNED )7-7i.4,1-4-./- Date 6-1,1-e 7 System Firmware: Installed version 13.1 Checksum Date 6 / / - / 7 qac -75- 2i `y0 System is monitored by dg NS - /571.1— Initial S71r Initial program Installation Date Revisions and Reasons Gie Git9p6 1) "Pi' ALIO 6r5SA81J y.STd�'i Programmed by MAL C- /9,19/4,1,40-- EQUIPMENT INSTALLED AND TESTED: Control Panel Manual Station Smoke Detectors Heat Detectors Duct Detectors A/V Devices Audio Devices Visual Devices Auto Door Release Trouble Indictors Batteries of �of� Aof� joftO Z of - 4 of 1! of of _3 of of Readings Battery Generator _ of HVAC Controls _ of Fire Alarm Dialer of Make/Model Make/Model ytita 1 itPRoHl / - pvc G C-04 Make/Model L ti f Make/Model (( l l / cfc-/ferfr Make/Model!' Make/Model 0,SIL6'/lt 5trNs(,iR / -. RZIL- Make/Model Make/Model 5 YSTiM S B'/ SOR / S G %� Make/Model Make/Model Full Load Charge Make/Model Make/Model Make/Model Monitored by Annunciator of Make/Model ❑ Sprinlder System. (Fire Alarm connections only) Water Flow Sw. _ of _ Make/Model Valve Tamper S. _ of _ Make/Model P1V of _ Make/Model Elec. Alarm Bell of Make/Model Automatic time Delay of Water Flow Alarm seconds. None Installed Do you jneet audible/visible requirements of WAC 51-20, IFC SEC 907., and/or NFPA 72 Chapter 6? Yes V No Test of alarm System on emergency power, satisfactory? Yes No Test Witnessed by MA( -C. RRYAn j Title f, ij rect./ Date 6- ('1-17 Comments: Uo rrrA-6rf 131R -d? 22.71 D Fire Alarm Certificate.doc Revised: 6/17/14 TFD FP Form #110 CORRECTION NOTICE/REINSPECTION FEE Inspector: 1 Permit number: TUKWILA FIRE MARSHAL'S OFFICE Office: 206-575-4407 Fax: 206-575-4439 Email: Fire Marshal tukwilawa.gov Business Name:Type Jena lie C r ei-zen s -I--d 771e- ,''i / s741 -e-14-1- '}5 010o).l R f 1 /'Cove -6'd. re s 4- r•e Air- of Inspection: a-CCAS/(9/ +0 414114 t'•i tft. Com, flees is P ' C,i rkir14 . Location Ad s : Prrn/t dt krii 7 R Uo-19 Date : WI i 1 Contact Person x maPhone Pikot7ur► No. �6 �� — -� 7 y — 7-1i 3 ACTION REQUIRED : Jena lie C r ei-zen s -I--d 771e- ,''i / s741 -e-14-1- '}5 010o).l R f 1 /'Cove -6'd. re s 4- r•e Air- Dae?) I ' Z9 ' 1 _ 144 iliGt.--. C / 11 e AG. i . 4044I; V141 ‘ ASSI41 a-CCAS/(9/ +0 414114 t'•i tft. Com, flees is P ' C,i rkir14 . 9 Prrn/t dt krii 7 R Uo-19 5ll-eArnv dvL7^ . 1 CORRECTION OF THE ABOVE ITEMS ARE REQUIRED BY : FAILURE TO COQ' PLY MAY RESULT IN THE ISSUANCE OF A C Signatur Billing/Mailin L CITATION/ KET. S ❑ A $100.00 Reinspection Fee is required. will receive an invoi - the City of Tukwila Finance Department. ❑ Ticket Issued. Citation # Correction Notice Reins') Fee2.doc Revised 6/17/14 T.F.D. Form F.P. 100 C�OORRECTION NOTICE/REINSPECTION FEE Inspector: F'i4 5 Permit number: TUKWILA FIRE MARSHAL'S OFFICE Office: 206-575-4407 Fax: 206-575-4439 Email: Fire Marshal@tukwilawa.gov Business Name:D_ I-1 -j PO, t Type of Inspection: S-( l Location Address:g �O ( S C� p�� 1L✓date : Z/ 114c Contact Person : 2‹ V 4.1' LIQ Phone No. (qlckf0 , 7L'v ACTION REQUIRED : upo rJ 50b1-- /n,5 z767 orJ yo D . 77i M12 t-- oT'e— ivt_o,J GP- 5 T3)2- 'J 0 F7ic-z Ar9-s chez_ 6c7A16, Cst otw2eyu3r- ,f-,43 Elly n,-.R— CB N Tit ,fe- 2 S _ 7Th 5 / , /,.1 Vi a 07J = 6 vl 1)&?1 S 67/1 -1 -1^/E -A ,A -r (2/1g/) ervt Ph t ro Ii J&3%-( 6 --ft op-- t L/,467 PO i, -IT. ( Spek r- 7t, adJsfi-c skt /f 0./)1.6 E12 - \ V it... l L 1 NJ ti✓1-(e) SAL -h; 1 if-$ bi v. Les.f *o-JuriA frit 1..--R-1 Vb S A -'%7/p- /Y1-ol2-1J t I-14-( I 1( ell 1"' ( ( a A‘celfriivur LJ o►'- l 6 —, &I,J 771-( ,N) t'n- ? (Z. Aida S p -t0 2/34S CORRECTION OF THE ABOVE . EMS ARE REQUIRED BY : 1/3 FAILURE TO COMPLY M SULT IN THE ISSUANCE OF Signature: Billin ' ing Address : Attn: Address: City: Company Name: State: ❑ A $100.00 Reinspection Fee is required. You will receive an invoice from the City of Tukwila Finance Department. ❑ Ticket Issued. Citation # Correction Notice Reinsp Fee2.doc Revised 6/17/14 T.F.D. Foran F.P. 100 y INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit /7-G6zS l6-a�Z PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project' //V gl il Type of spection: //i/ Address: Suite #:37 ,�j i�' YV3 , P Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Ars Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: mfr3 `7 Date: (12-9-7 Hrs.: / . 0 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 v INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:Type 4•46///t/k/ Ai "Jr-- of Inspection: F//9-° A."1 / 3 4 - — - - - / 5,11 I Address: Suite #: 3hi � Gt v1Q,✓ b/tiL Contact Person: /� / i Occupancy Type: iii Special Instructions: Phone No.: pproved per applicable codes. Corrections required prior to approval. COMMENTS: eppadveD S�rLrw(�b12 Fi.�� 4,2,20Y)A Needs Shift Inspection: y4-5 Sprinklers: ye,s Fire Alarm: %(e)> Hood & Duct: ye,,S Monitor: itietA0v) C2.441-6 Pre -Fire: NQp61f Permits: Occupancy Type: iii Inspector: 9j14 5-4. Date: C�/bll 7., Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 17--d-o20 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:Type 1LI"JVl Pd1�7J of Inspection: 0 Address: `'V l ✓� � Suite#: n ,Q„' 61✓t Contact Person: Special Instructions: Phone No.: roved per applicable codes. .12/Corrections required prior to approval. COMMENTS: oab sAre:rem- 479144cocar2A---c- - C-0/13 f.e.-•S — NO ZZ1ES G04-11-19zr-- F/4- 77e. s.-1 -- 4'66 !!Q c4.4d t herni5 e. 810 " p✓e-. putt 5/7-.ff7-ov► Needs Shift Inspection: Date: GI( b ((i-Hrs.: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: - _ Octuparscy Types=..___�— _---,, illspector: Date: GI( b ((i-Hrs.: / / $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: 156//iM1 Ol h.'fr Type of Inspe ion: IJ T' 46r-rce.,w-s Address: #: AD/ $wet /1J1 Cont ct Person:Suite Special Instructions: Occupancy Type: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Flefr Fps iv GAwib3 /Ai its Sv,ktsir. Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:] Date: fikl,a! Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 1:g,- 6z /7- -s'-os-c/ PIERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 4ArIrA-75- 30 ( / f f 5 206-575-4407 Project: r -D JOl L/ j 7d ir�`T— Type of Inspection: 5014i, (6,--..72 Address:/Contact Suite #: 3� / 57-24jjye,2_ 1jZV.Ire Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: ye -s Hrs.: ' Fire Alarm: ye -5 Hood & Duct: /��-u/ ye- ,©6-79-,o AA fE---- Monitor: Pre -Fire: i >vterv� 44 7-2_ S7V18 5 vpj T7,`' pi pt Type: �s' T /1— Z--- --Occupancy /-0 4 1--tm.-J6 E. 77) pf-- 941-6ave' ff2t="--6-z6-Y2-- f /. le --17 /-t 0 £//'2 Needs Shift Inspection: N6. 5 Sprinklers: ye -s Hrs.: ' Fire Alarm: ye -5 Hood & Duct: Monitor: Pre -Fire: y Permits: Type: �s' T /1— Z--- --Occupancy Inspector: Fn4 3-4_ Date: si/ /I-7- Hrs.: ' $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 Inspector: 54- CORRECTION NOTICE/REINSPECTION FEE Permit number: TUKWILA FIRE MARSHAL'S OFFICE Office: 206-575-4407 Fax: 206-575-4439 Email: Fire Marshalau,tukwilawa. ov Business Name: k ` PO/4-1 Type of InseecAn:,lJ',/f!(f�KIY� Location �A(dresc?fri����_ Q t -v Date : / / 3// Contact Person : _� L pZ' 7_0^ f 7 Phone No. 4_2g_-301--/Il� ACTION REQUIRED : / s0 L 4-7-er Huo 0s re F -g --(v F/H° — Sy'S r 15 wn l^rr1--y //NJ 4 `q ,g/: orP C-errvS -- , liz_e_4 fJ.6-'r- 7? -(4-7--- 7-71-4p10e3 K't 0 peril Sys . Fgkr--/Ic-- -r-ra*: P-Pe5 (.s a --- P-44. "r2-0/ ll 1 07 s 7 C4 \ \ ie'b\Cei:14 OkP v ' Qlt .oma , 144 CORRECTION OFE ABOVE ITEMS A QUIRED FAILURE TO CO MAY : - T IN THE I 1 NCE OF A C ' MINAL CITATION/TICKET. Signature: Billing/Mailing Address : Attn: Company Name: Address: City: State: Zip: ❑ A $100.00 Reinspection Fee is required. You will receive an invoice from the City of Tukwila Finance Department. ❑ Ticket Issued. Citation # Correction Notice Rcinsp Fee2.doc Revised 6.'17/14 T.F.D. Form F.P. 100 Chapter 1 — General Information Page 1-1 CHAPTER 1 GENERAL INFORMATION INTRODUCTION The Pyro-Chem Kitchen Knight 11Restaurant Fire Suppression System le of the pre-engineered type as defined by NFPA- 17A Standard for Wet Chemical Extinguishing Systems and Is designed to provide fire protection for restaurant cooking appliances, hoods, and ducts. Installation and maintenance of the system must conform to the limitations detailed In this manual and be performed by an Authorizdd Pyro-Chem Kitchen Knight 11 dealer. The Pyro-Chem Kitchen Knight 11 System utilizes a wet chemical agent specifically designed to suppress restaurant cooking area fires. The system provides automatic actuation and can be manually actuated through a remote mechanical pull station. Upon actuation, the system discharges a pre -determined amount of agent to the duct, plenum, and cooking appliances. The agent acts to suppress fires In three ways: 1.The chemical chain reaction causing combustion is Interrupted by both the agent itself and the resulting steam formation. 2. The agent cools the fire bringing it below auto -ignition temperature. 3. The agent reacts with hot grease forming a soap -like layer (saponification) that helps prevent the escape of combustible vapors, thus preventing re -Ignition. The shutdown of fuel and power to all appliances under protected ventilation equipment le required upon system actuation. The shutdown of make-up or supply air Is recommended upon system actuation but Is not required. Exhaust fan(s) In the ventilation system should remain on during system discharge as they assist the dispersion of chemical through the ventilat- ing system. The system Is UL Listed with or without exhaust fan shutdown. TEMPERATURE LIMITATIONS The operating temperature range of the Pyro-Chem Kitchen Knight 11 System Is 32° F. (0° C.) minimum to 120° F. (49° C.) maximum. UL LISTING The Pyro-Chem Kitchen Knight 11 Restaurant Fire Suppression System has been tested to the UL Standard for Efrj Elttingulehing Systems For Protection of Restaurant Cooking Arepe. UL30Q and Listed by Underwriters Laboratories, Inc. System agent cylinders bearing the Underwriters Laboratories of Canada, Inc. ULC mark also meet Underwriters Laboratories of Canada's Standard ULC/ORD-C1254.8-1995. JUN 1 8 2002 .2/95Z ;diva ULEX 3470 PN551274 October 1, 2001 gyro. `-Chein Pyro-Chem Kitchen Knight II KITCHEN PCL -300/460/600 KNIGHT. II Nozzle Coverage Summary Sheet Appliance Nozzle Type Flow Points Width (In) Max. Side Length In) Area Sq. In Min. Height (In) Max, Height (In) Deep Fat Fryer — Vat 2H 2L 2 191/2 19 In. 24 48 Deep Fat Fryer (Low Proximity) — Vat 13 24 Deep Fat Fryer — Drip Pan (Vat 18" x 18" max.) 2H 2L 2 27 3/4 500 Sq. In. 24 48 Deep Fat Fryer (Low Proximity) - Drip Pan (Vat 18" x 18" max.) 13 24 Deep Fat Fryer — Drip Pan (Vat 19 1/2 x 19" max.) 2H 25 3/8 495 Sq. In. 24 48 Deep Fat Fryer (Low Proxim2 Proximity) -Drip Pan (Vat 191/2" x 19" max.) 2L 13 24 Two Bumer Range 1H 1 12 28 In. 40 60 Two Bumer Range (Low Proximity) 1L 13 24 Four Bumer Range 2L 2 28 28 In. 34 48 SmaII Wok 1H 1L 1 24" dia. 6' depth 24 48 Small Wok (Low Proximity) 13 24 Large Wok 2H 2L 2 30" dia. 8" depth 24 48 Large Wok (Low Proximity) 13 24 Small Griddle 1H 1L 1 36 1080 Sq. In. 24 48 SmaII Griddle (Low Proximity) 10 24 Large Griddle 2H 2L 2 48 1440 Sq. In. 24 48 Large Griddle (Low Proximity) 10 48 Gas Radiant Char -Broiler 1H 1L 1 26 624 Sq. In. 24 48 Gas Radiant Char -Broiler (Low Proximity) 13 24 Large Gas Radiant Char -Broiler 2H 2L 2 36 884 Sq. In. 38 48 Large Gas Radiant Char -Broiler (Low Proximity) 13 38 Lava Rock Char -Broiler 2L 2 26 824 Sq. In. 15 35 Natural Charcoal Char -Broiler (max. fuel depth 6") 1 H 1L 1 24 480 Sq. In. 24 48 Natural Charcoal Char -Broiler (Low Proximity) 15 24 Mesquite Char -Broiler (max. fuel depth 6") 1H 1L 1 24 480 Sq. In. 24 35 Mesquite Char -Broiler (Low Proximity) 15 24 Upright/Salamander Broiler 1L 1 36 W 28 D Front above the edge' grate Chain Broiler (Internal Chamber) 1L 1 27 W 38 D Front edge; 1-3" above the chain Tilt Skillet/Braising Pan Plenum Coverage limitations Exception: Tilt Nozzle Type are based Skillets and Flow Points on fryer Braising Pans Width (ft) sizes including may exceed Length (ft) the drip boards. maximum of 8 sq. ft. Nozzle Placement (See manual for more detail) Single Bank/V Bank 1H 1 4 10 0" -. 8' front end of plenum • Duct Nozzle Type Flow Points Max. Side (In) Perimeter (la) Diameter (In) Length (In) Rectangle/Circular 2D (2) 2D 2 4 34 51 100 150 317/8 471/2 Unlimited Unlimited Rectangle/Circular • PC2001189(1) (PY o `Chem 1/4" = 20.5 ml per ft. Pyro-Chem Kitchen Knight II Pipe Volumes Conversion Chart 3/8" = 37.5 mi per ft. KITCHEN KNIGHT. II 1/2"=59.8 mi per ft. 3/4" =105 ml pw' ft" Cylinder Size Flow Pts Total Pipe Vol 1st nozzle to last nozzle Total Pipe Maximum Pipe Length From lst nozzle to Zest nozzle Maximum Pipe Length 1/4" 3/8' 1/2" 3/4" 1/4" 3/8" 1/2" 3/4' PCL 300 10 1910 1125 93.17 ft 50.93 ft 31.94 ft 18.19 ft 54.88 ft 30.00 ft 18.81 ft 10.71 ft PCL 460 14 3400 3000 165.85 ft 90.67 ft 56.86 ft 32.38 ft 146.34 ft 80.00 ft 50.17 ft 28.57 ft PCL 460 15 2600 2000 126.83 ft 69.33 ft 43.48 ft 24.76 ft 97.58 ft 53.33 ft 33.44 ft 19.05 ft PCL 600 19 4215 1688/side 205.61 ft 112.40 ft 70.48 ft 40.14 ft 82.34 ft 45.01 ft 28.23 tt 18.08 ft PCL 600 20 3465 1312.5/side 189.02 ft 92.40 ft 57.94 ft 33.00 ft 64.02 ft 35.00 ft 21.98 ft 12.50 ft Pipe length/ft Pipe Size/ml 1/4" 3/8" 1/2" 3/4" 1 20.5 37.5 59.8 105 2 41 75 119.6 210 3 61.5 112.5 179.4 315 4 82 150 239.2 420 5 102.5 187.5 299 525 6 123 225 358.8 630 7 143.5 262.5 418.6 735 8 164 300 478.4 840 9 184.5 337.5 538.2 945 10 205 375 598 1050 11 225.5 412.5 657.8 1155 12 246 450 717.6 1260 13 266.5 487.5 777.4 1365 14 287 525 837.2 1470 15 307.5 562.5 897 1575 16 328 600 956.8 1680 17 348.5 637.5 1016.6 1785 18 369 675 1076.4 1890 19 389.5 712.5 1138.2 1995 20 410 750 1196 2100 Minimum Pipe Volumes for a Fryer, Range! end Wok Cylinder Size Entire System At or befofO alipllance PCL 300 300 ml - 4 Flow Pts 239 ml - 2 FIoW Pts PCL 460 660 m1- 10 Flow Pts 180 ml - 2 Flow Pte PCL 600 980 ml - 14 Flow Pts 120 ml - 2 Flow pts General Rules: 1. Measurements taken from fittings centerline (All SCH. 40 Pipe). 2. Maximum difference in elevation from valve outlet to any nozzle is 10'. 3. Largest diameter pipe must be used first and decrease in size as installation moves away from the tank. 4. No traps In the piping. 5. Two elbows are allowed in place of a swivel. Elbows used as a swivel do not have to be subtracted from the total allowed. 6. Maximum of 25 elbows. 7. Maximum of 5 elbows between nozzle and preceding tee. 8. Maximum flows for 1/4" pipe = 6 flows. 9. Maximum volume allowed for 1/4" pipe from tee to nozzle is 410 ml. (20 ft). Additional rules for PCL 600: 1. Split piping must be used with a maximum of 14 flows on a side. 2. No nozzles before the split. 3. Minimum 1/2" pipe must be used to the first split. General Piping Requirements. 1. Split piping and straight piping are both allowed on a PCL -300 and PCL -480 system. 2. PCL -600 systems must use split piping only, with no nozzle located before the spilt, end with a maxi- mum of 14 flow points per side. 1/2 In. minimum piping must be used up to the first split. 3. Maximum volume for 1/4 In. pipe between a nozzle and the preceding tee Is 410 mis. 4. Maximum flow numbers for 1/4 in. pipe Is 6. 5. Maximum number of elbows between a nozzle and the preceding tee Is 6. 6. Maximum of 25 elbows are allowed in the total pip- ing system. • 7. Maximum difference in elevation between the tank outlet and any nozzle, or the tank outlet and the highest or lowest horizontal pipe run, Is 10 ft. 8. No traps are allowed in the piping network. 9. Pipe lengths are measured from center to center of fittings. 10. The Internal equivalent length volume of fittings does not have to be considered as part of the total pipe volume. 11. When utilizing different size pipe in the system, the largest size must start first and the additional pipe must decrease as it approaches the nozzle. 12. Elbow(s) or swivel adaptors located at the nozzles do not have to be counted in the 25 elbow maxi- mum requirement. 13. Reducing bushings are allowed when reducing to a smaller pipe size. 14. Additional piping requirements when protecting a range, wok, or a fryer: • PCL -300 - Minimum of 300 ml and four (4) flow numbers required In total system. Of that mini- mum, 239 ml and two (2) flow numbers must be utilized at or before the range, wok, or fryer. • PCL -460 — Minimum of 660 ml and ten (10) flow numbers required In total system. Of that mini- mum, 180 ml and two (2) flow numbers must be utilized at or before the range, wok, or fryer. • PCL -600 — Minimum of 960 ml and fourteen (14) flow numbers required in total system. Of that minimum, 120 mi and 2 flow numbers must be utilized at or before the range, wok, or fryer. SUPPLY PIPE MUST ENTER BULL SIDE OF TEE Chapter 3 — System Design Page 3-11 SPLIT PIPING STRAIGHT PIPING aoeIotvc F gure 3-18 Design Steps Step No. 1 Determine number of flow points required based on duct size, plenum size and type, and size of all appliances. Step No. 2 Determine size and quantity of tanks required. Refer to the chart in "General Piping Requirements" to determine the maximum amount of flow numbers allowed per each tank size. Step No. 3 Layout nozzles, piping diagram, and tank loca- tion. Determine pipe lengths as accurate as possible. Make certain maximum number of elbows Is not exceeded. Note: Tanks cannot be marinaded together. Each tank must have a separate piping network. Step No. 4 Add all the lengths of each pipe run and multiply by the mis./ft. listed in the Volume Chart. 1f the sum falls within the acceptable range noted In general Piping Requirements, that pipe size is acceptable. If the calculated volume Is too large, recalculate the volume using the ml per foot of a smaller pipe size. Pipe sizes can be mixed but Rule No. 11 of the General Piping Requirements must be followed. Step No. 5 Check to make certain minimum volumes, maxi- mum volumes and maximum volume allowed between first nozzle and last nozzle is not exceeded (Tank Chart). Check each rule in "General Piping Requirement" to make certain none have been exceeded. If any requirement Is exceeded, change to a different pipe size and recalculate. ULEX 3470 PN551274 October 1, 2001 I uKWIL.A FIRE DEPARTMENT Please call: 575-4407 and give this job a exact address for shut. o,JJt1 or restoration approval. NOTE: ALL PIPE IS BLACK SCHEDULE 40 :ALL ELECTRICAL HOOK UPS DONE BY OTHERS : FIRE ALARM : SYSTEM OPERATING AND MAINTENANCE INSTRUC11ONS POSTED BY MANUAL. RELEASE : 2-A, 1 -Ba BACK UP PORTABLE ARE EXTINGUISHER (54' MAX ABOVE FLOOR LEVEL) LOCATE ALONG PATH OF EGRESS WITHIN 30' TRAVEL DISTANCE : PLENUM NOOZLE MOST BE LOCATED WITHIN 6' OF END OF THE PLENUM AND DMDING THE LENGTH INTO SECTIONS EQUAL TO OR LESS THAN 10' : CYUNDER HAS MECHANICAL CONTROL HEAD 3.0 CAI.ON PYRO-C1101 FRE MIDI FIFE lit 18' X 18' DUCT 360' FUSE LN( 6'111000 ICHNI fA . MOM US SHUTOFF cb IMP/ PULL B1 EXIT 48' PBOYE FLOOR LEVEL 52" DIA. GAS GRIDDLE 24" TO 48" a41E 6/13/02 G.WILKINS SIZE A SH I OFr 0114NI VC STANDARDS PER ANSI Y -14.5A1 RcsrAURANT NAME KHAN'S MONGOL IAN GRILL No AooREss 361 STRANDER RLVD cmr SYSTEM MFG. TUKWII A aP nRE SYSTEM INSTALLED SY R & T HOOD and DUCT SERVICES INC. 6100 12711 So. PHONE (206) 726-0640 cn now 10 s"WRZatiab.A an. naN_Z___ FAX (206) 767-2607 sc 112: ACCEPTED Without Comments As Noted In Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Buieau'or conformance with current city Ac . ctA s,,,,-:.-- t to errors and �t:xniaardS. Cf•i..:; 11 omissions which do not authorize violations of adopted i standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. _. Additions, deleiions or revisions t� these drawings after this date will void this acceptance and will require a i resubmittal of revised drawings for subsequent approval. iFinal acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: rte\c\ -L By: Sly #- ,N, r 5 F%A, Fire Sprinkler Materials Submittals For: Boiling Point Restaurant 361 Strander Blvd. Tukwila, WA 98188 9 7815 South 180th St. • Kern, WA 98032 206.7721502 • fx 206.772.7504 www.nwfiresystems.com uC 4 14011DIF5924CR e N/t TNWEST ME SYSTEMS Bulletin 120 Rev. 1 OJ Illehabld° Model C/F1 Recessed N Automatic Sprinkler Features 1. Highly decorative and adjustable recessed pendent sprinkler. 2. Rapid and easy installation. 3. Compensating angular ceiling alignment 4. 3/4" (19mm) Adjustment to flush pendent position. 5. 1/2" (13mm) Adjustment for recessed position with 1/4" (6mm) minimum recess. 6. Various finishes available to match any decor. Listings and Approvals 1. Underwriters Laboratories Inc. (UL) 2. Underwriters' Laboratories of Canada (ULC) 3. NYC BS&A No. 587 -75 -SA 4. Loss Prevention Council (LPC, UK) • XLH, OHI and OHII Occupancies Only 5. Verband der Sachversicherer (VdS, Germany) Note: Unless otherwise indicated, approvals are ordinary hazard without limitations. Small orifice sprinklers are lim- ited to light hazard occupancies. Product Description Attractively versatile is the description for the Reliable Model G/F1 Recessed Automatic Sprinkler. The Model G/F1 Recessed Sprinkler facilitates a rapid and perfect installation. When this sprinkler is used in place of any standard pendent sprinkler a more attractive and easier installation is the result. The Model G/F1 Recessed escutcheon is highly ad- justable. The two piece construction makes field instal- lation a very easy and rapid task. The escutcheon collar threads onto the sprinkler inlet end and the sprinkler and collar are easily installed into the drop nipple using the Model RC1 Sprinkler Wrench. The escutcheon sleeve is then simply pushed onto the collar after the ceiling panels are installed, This also allows the ceiling panels to later be removed without shutting down the sprinkler system protection, thus facilitating maintenance of above ceiling services. The impressively large adjustment in the escutcheon eliminates the expense of re -cutting drop nipples as is necessary with the non—adjustable pendent sprinklers. This recessed sprinkler's small profile does not disrupt the overhead aesthetics, and yet one glance upward gives visual assurance of the finest in fire protection and decorative appearance of an automatic sprinkler system. The Reliable Model G Automatic Sprinkler is the heart of the Model G/F1 Recessed Sprinkler. This sprinkler utilizes the center strut solder in compression principle of con- struction. The fusible alloy, captured in the cylinder of a small solder capsule by a stainless steel ball, acts as the trigger of the sprinkler. When the fusible alloys melts, the sprinkler's operating parts spring free from the sprinkler clearing the waterway and allowing the deflector to dis- tribute the discharging water. Reliable sprinklers should be installed in accordance with the standards of the government body or Authority Having Jurisdiction. The sprinklers must also be installed with the Model RC1 Sprinkler Wrench, specifically de- signed by Reliable for use with these sprinklers. The Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 Installation Data: Orifice Size Nominal K Factor Thread Height Approvals Sprinkler Identification Number (SIN) US Metric Y (15mm) 5.6 80 1/2" NPT (R 1/2) 27/8" (73mm) UL, ULC, BS&A, LPC UK, VdS R1015 7/16" (11mm) 4.2 60 1/2" NPT (R'/2) 27/8" (73mm) UL, ULC, BS&A, R1013 3/" (9.5mm) 2.8 40 1/2" NPT (R'/2) 27/8" (73mm) UL, ULC, BS&A, R1011 17/32" (13.5mm) 8.0 115 3/4" NPT (R3/4) 215/16" (74.5mm) UL, ULC R1017 10mm 4.2 60 R 3/e" 73mm VdS R1014 Standard Finishes Sprinkler Escutcheon Bronze Chrome Plated White Polyester Coated') Brass Plated Chrome Plated White Painted ') Only frame and deflector are coa ed, operating parts are chrome plated. UL Listed and BS&A Approved only. Temperature Ratings Ordering Information 1. Temperature rating 2. Sprinkler finish 3. Escutcheon finish 4. Orifice size 5. Inlet thread Note: Sprinkler and escutcheon are packaged sepa- rately. Other finishes and colors are available on special order, consult factory for details. Classification Sprinkler Temperature Frame Color Maximum Ambient Temperature °F °C (As Required) °F °C Ordinary 135 57 Uncolored 100 38 Ordinary 165 74 Uncolored 100 38 Intermediate 212 100 White 150 66 Maintenance Model G/F1 Recessed Sprinklers® should be inspected and the sprinkler system maintained in accordance with NFPA 25. Do not clean sprin- klers with soap and water, ammonia or any other cleaning fluids. Remove any sprinkler that has been painted (other than factory applied) or damaged in any way. A stock of spare sprinklers should be maintained to allow quick replace- ment of damaged or operated sprinklers. Prior to installation, sprinklers should be maintained in the original cartons and packaging to minimize the potential for damage to sprinklers that would cause improper operation or non -operation. TURN COLLAR UNTIL LICHT AGAINST SPRINKLER WRENCH BOSS. rr rrrr/-7 / ////// J/4" 1/61 ADJUSTMENT (2) - 1 15/16" DM T `1- - J� REDUCER .L IIIMIENNEM 1 7/I6" (3) 2 1/1" O A RECOMMENDED CEILING HOLE DIA __l00 Vd 15/76- , 120FGO1A 2 27/32" DM (2) A recessed sprinkler installed directly into a tee reduces the adjustment of the escutcheon. The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Fire Protection Association, Factory Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for over 90 years, and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States, Canada and foreign countries. Manufactured by Reliable The Reliable Automatic Sprinkler Co., Inc. (800) 431-1588 Sales Offices (800) 848-6051 Sales Fax (914) 829-2042 Corporate Offices www.reliablesprinkler.com Internet Address ®Recycled Paper Revision lines indicate updated or new data. EG. Printed in U.S.A. 10/13 P/N 99999700013 VicFlex M Sprinkler Fittings Series AH2-300 Braided Flexible Hose Assemblies ApprovalsAistings: Product Description: VicFlex sprinkler fittings provide sprinkler installation on suspended ceiling grids, wood or metal stud/joist or hat furring channel hard -lid ceilings utilising a flexible, stainless steel hose and steel bracket assembly. Refer to the Installation Manual for all applicable ASTM ceiling material and installation standards. The system requires no welding for assembly. System Components • Hose: Series AH2-300 Nominal ID Braided Hose Hose lengths: 31, 36, 48, 60, 72790, 914, 1220, 1525, 1830mm. Note: length includes branch -line nipple and 5.75"/140mm straight reducer. • Sprinkler Reducers: W and W/15 and 20 mm sprinkler connections and 5.757140mm, 9'/230mm, 137330mm straight lengths and short, long 90° elbows. Note: The short 906 elbow is typically used with concealed sprinklers while the long 90° elbow Is typically used in the installation of recessed pendent sprinklers. • Branch Connections: 1725mm NPT or BSPT branch line nipples for attaching to rigid pipe. i"/20mm NPT or BSPT available for VdS. Job/Owner System No. Location Contractor Submitted By Date \iataultwt 10.84 • Bradtets: Style AB1 for suspended and hard -lid ceilings, allows installation before ceiling tiles in place Style AB1 Adjustable for suspended and hard -lid ceilings, allows installation before ceiling tiles in place (regionally avalable) Style AB2 for hard -Id ceilings, allows for vertical sprinkler adjustment Style AB4 for hard -lid ceilings with hat furring channel grid systems, allows for vertical sprinkler adjustment Style AB7 for suspended and hard -lid ceilings Style AB7 Adjustable for suspended and hard -lid ceilings (regionally available) Style AB9 for hard -lid ceilings with hat furring channel grid systems Style AB10 for Armstrong' TechZone` ceilings Engineer Spec Section Paragraph Approved Date victaulic.com 1 VicFlex Sprinkler Fittings 1 AH2-3001 Publication 10.84 10.84 7491 Rev. A Updated 11/2013 0 2013 Victaulic Company. All rights reserved. 1 Jcfcaulic' victaulic.com I VicFlex Sprinkler Fittings 1 AH2-300 I Publication 10.84 Technical Specifications: Maximum Working Temperature: 225°F/107°C Maximum Worldng Pressure: • 300 psi/2068 kPa Connections: To branch line (inlet) via 1'/25.4 mm NPT or BSPT male thread OR To branch line (inlet) Ai 441/20 mm BSPT male thread (VdS only) To sprinkler head (outlet) via W or X4'/15 mm or 20 mm NPT or BSPT female thread Minimum Bend Radkrs of Flexible Hose: • 8'/200 mm Maximum Number of Bends per Fladble Drop: See friction loss charts below Maximum K -Factor of Sprinkler to be Connected to Reducer: • K8.0/11,5 (S.I.) (1'/15mm reducer) • Ki4.0/20,2 (S.I.) (%'/20mm reducer) Material Specifications: • Series AH2.300 Flexible Hose: Type 304 Stainless Steel Collar/Weld Fitting: Type 304 Stainless Steel Gasket Seal: Victaulic Grade EV EPDM Isolation Ring: Nylon Nut and Nipple: Carbon Steel, Zinc -Plated Reducers (h or WI: Carbon Steel, Zinc -Plated • Brackets: Carbon Steel, Zinc -Plated 10.84 7491 Rev. A Updated 11/2013 0 2013 Vktaulic Company. All rghta reserved. victaullc.com 2 jataui.cr victaulic.com I ViCFlex Sprinkler Fittings i AH2-300 I Publication 10.84 Series AH2-300 Braided Hose Equivalent Length Design Guide Equivalent length values at various numbers of 90 degree bends at 2751mm center line bend radius , Web of Stainless Steel flexible Hose Indy 31 36 48 60 72 # 1 2 3 4 5 1 0 Bends. Bends Bends Bends Bends Ben Inches N1' J 5.0/1.5 83/2.6 ' 11.0/3.4 13.014. 16.0/49 L14' 6.5/2.0 10.0/3.0112.5/3.8 14.0/431 17.0/5.2 W 105/32 13.5/4.1 ;16.0/4.9 18.0/5.55 19.0/5.8 VI' 1 120/3,7 14.0/43 117.0/5.2 19.5/5.9 i 20.0/6.1 _ K' ;113133 15.5/4.71.170/5.2 195/5.9 ' 20.0_/6.1 °ii' 13.0/4.0 17.0/5.2 19.0/5.8 21.5/6.6 243/7.5 1/2' 15514.7 215/6.6 ' 24.0/73. 27.0/8.2 28.5/8.7 14' 16.0/4.9 23.0/701240/7.3 28.0/8.5 29.5/9.0 v.. _; 28.5/8.7 30.0/911 32.0/9.8 36.5/11.1i37.51___4114 46' - 124.0/73 32.0/98 , 32.5/9.9 r35.0/10.7J35.5/10.8 Note; Values for use with 5.75' stmt reducers. Haw to use this Design Guide: 6 7 Bends Bends 8 9 10 Bends Bends i Bends feet/meters NA N.A NA NA NA 1 N.A NA NA 21.0/6A L NA NA N.A 23.0/7.0 N.A NA N.A 21..0/6.4 • 22.0/6.7 28.0/8.5 32.0/9.8 26.0/7.9127.0/8.2 30.0/9.1r -7;u 30.0/9.1 310/9.4 370/113 /12.8 305/93: 31.0/9.47380/11 .642.0/12.8 405/12.5'41.0/12.8 42._6/12.8,46.0/14.0 400/123 40.5/12 j410/12 5 46.0%14 11 12 Bends Bends NA NA N.A — N.A - NA NA NA N.A N.A NA NA NA_� NA N.A NA _NA_._ N A N.A NA__NA N.AJNAN) NA_ 44.0/13.4,46.0/14.0 NA NA _ 44.0/13.4-46.0/14.0 NA NA 49.0/1149150115.8 54.0/163 5_50/16.8 500i15.1'J 1.0/153 52.0/15.8 530/162 1 For some systems, it may be advantageous for the designer to calculate the system hydraulics using shorter equivalent lengths associated with fewer than the maximum allowable number of bends. In this case, the designer may select a design number of bends for the lob and we the associated equivalent length from the design guide to determine the system hydraulcs. 7 It is possible that the actual instaled condition of some of the Oexlbte drops may have more bends than the designer selected. When this happens, the design guide may be used to find equivalent lengths based on the actual Installed number of bends for particular sprinkler installations. The system hydraulics can be recalculated LWng actual equivalent lengths to verify the performance of the system. 10.84 7491 Rev. A Updated 11/2013 02013 Vlctaulic Company. All rights reserved. victaulic.com 3 ✓ctault victaulic.com I VicFlex Sprinkler Fittings I AH2-300 I Publication 10.84 Q Friction Loss Data - Series AH2-300 Length of Stainless Steel Flexible Hose inches 31 36 48 60 72 31 36 48 60 72 31 36 48 60 72 31 36 48 60 72 FM Nobs: 1 Sprinkler Outlet K -Factor She Series .0112.300 Braided Hese for use with Style AB1, AB1 Adj., A82, AB4, A87, AB7 Adj., AB9, AB10 %atm Brackets. •-� _ _ • Equivalent Length of 1Y33.7mm Sch. 40 Pipe Maximum Number of 90' Bends at 8,200mm Bend Radius Imperial5.I. Inches/type feet/meters 16 /Straight . Yi'/90'ElbOw._._ -- —— 23/7.0 — 2 .. 5.6/8.1 Y4,/Strafght. - _..272/8/85_...__. ._ 2 15'/90' Elbow 27.7%8.4 5.6/81 '_kV/Straight.. - ..- 38.2/11.6 3 --•-----•- _ -- -_ --• _— -- - . W/90' Elbow ... - - - ---- 37A/1114.. _ 5.6/8.1 ?fe'/Siralght 424/12 9 4 34790' Elbow . .__43_!1_1_!1 v4./Saaigkt . _ ___ .._..__.. 46.6/144...-_ —_- 56/8.1 .. ..- 48.5/14.7 4 8.0/11.5 8.0/11.5 8.0/11.5 811/11.5 8.0/11.5 11.2/16.1 11.2/16.1 11.2/16.1 11.2/16.1 11.2/16.1 14A/20.2 14.0/20.2 14,0/202 14.0/20.2 14.0/202 %'/90' Elbow 94'/Stra19ht f •_ '4°/90' Elbow 44'/Sea!91!L. 34°/90' Elbow 34"/Straight 14"/90' Elbow 475traipht _34'/90' Elbow 20.7/6.3 205/6.2 25.0/7.6 24.6/7.5 35.5/10.8 34.7/10.6 39.6/12.1 40.1/12_2.. 433/13.2 452/13.7 _._..__. 2 2 3 4 4 34!tra1911t 17,8/5.4 2 34`/90' dbOw 18/555 34'/Straight 22 2/6.7 2 34`/990' Elbow 22.1 /6.7 5h"/_trai1ght, _ 37.9/10.0 3 34'/90' Bbow 32.1 %98 le/Straight, - - 36.8/11 - __ •4 3.4'/90' f3bow 37.1/113 ' __ . 44"/Straight.. . _ _ __. _-•'_40.5/123_ ----- - 4 34'/80' Elbow 413%12.7 .14.9/4.5 2 90' Elbow 15.5/4.72 !•:'/Straight 19.4/5.9 2 34`/90' Elbow. 19.6/5.9 ?Y+'/Straght_ 'i41 -97351/11.2t 43/9.2 _ .y 3 34 /90' Elbow 29.5/8 9 . ,_ ;4°/Straight _ _ -. _, 33.9/10.3 4 % /90' Elbow 34.1/10.4 34'/Straight 37.5!114 • _... 4 34'/90' Elbow 38.6/11.7 Series Al -l2-300 Braided Flexible Hoses have been tested and Approved by FM Global for use in wet, dry and preactlon systems per NFPA 13, 1311, and 13D and FM data sheets 2-0, 2-5, and 2-8. FM 1637 for safety include, but are not limited to, pressure cycling, corrosion resistance, flow characterlslttcs, vibration resistance, leakage, mechanical and hydrostatic strength. Differences in equivalent lengths are due to varying test methods, per FM 1637. Refer to these standards for additional information regarding friction loss test methods. EXAMPLE: A 48-incn Series AH2-300 hose installed wid- two 30° bends and two 30° ter ds ata 7 -inch bend radius is permitted and considered equivalent to the data in the table shown above. h this example. the total r,umber of degrees is 240', which is less than the allowable 270°. 10.84 7491 Rev. A Updated 11/2013 412013 Victim/lc company. All rights reserved. victaulic.corn 4 jcrtaulcr victaulic.com I VicFlex Sprinkler Fittings 1 AH2-3001 Publication 10.84 Product Details - Series AH2-300 Braided Hose item Dorm* ion Fimdble Hose Isolation Ring Gasket Branch Line Hak Braid Collar/Wetd Fitting Hose Length Dimensions Hose Length Inches inches 31 25.25 A 36 48 60 72 Standard 5.757140 mm straight reducer Optional 31.25 42.25 54.25 _ 66.25 B inches 31 36 48 60 72 ��°161141?�t 9.07229 mm strel& reducer 13.07330 mm straight reducer 2.257 57 mm t°— )II Short 90° et ow reducer Long 90° elbow reducer Note: The Short 90° elbow reducer Is typically used with concealed sprinklers while the longer 90 elbow Is typically used in the installation of recessed pendent sprinklers. 10.x4 7491 Rev. A Updated 11f2013 0 2013 Victaulic Company. All rights reserved. victaulic.com 5 jcitauti victaulic.com I VicFlex Sprinkler Fittings 1 AH2-300 I Publication 10.84 VicFlex Brackets Style AB1 • Suspended Ceilings • Hard -Lid Ceilings hero Description it 1 24"/610mm or 48'11219mm Square Bar` 2 1 Patented 1 -Bee" Center Bracket ... 3._..� ._. r End Bracket Style AB1 Adjustable • Suspended Ceilings • Hard -Lid Ceilings ' _ Item De_saiption 1 700mm or 1400mm Square tar' 2 .. I .^- __ Patented 1 -Bee:' Center Bracket _ 3 _ _I_._ End Bracket (edjustabte). _.._._. Style AB2 • Hard -Lid Ceilings Item I Description i 1 24761omm or 4B'/1219mrn Square Bar! 2 ! Pi -tent -Pending Adjustable Center bracket 3 1 End Bracket (adjustnblej _ , Note: Vo or 4mm hex key required for adjustment Style AB4 • Hard -Lid Ceilings with Hat furring channel grid system I IAds Description 1 24'/610mm or 48'/1219mm Square Bar! 2 . Patent Pendin�, AdLustabie Center bra�_cket 1 3 Adjustah_ Ie End Bracket for fiat Funln_ g channel 1 Note; Vs: or 4mm hex key required for adjustment 10.84 7491 Rev, A Updated 11/2013 C 2013 Victautic Company. AN rights reservec. victaulic.com 6 jataulid victaulic.com I VicFlex Sprinkler Fittings I AH2-3001 Publication 10.84 Style AB7 • Suspended Ceilings • Hard -Lid Ceilings (FM Only) 1_ 24•/610mmor48%1219mm uare Bar• 2 Patertted 1-Bee"—Centere8radtet _ 3 : End Bracket (o_ptlonal adjustable verslat - regional ava lab1Ut •Both sizes FMNdS approved. Style AB7 Adjustable • Suspended Ceilings • Hard -Lid Ceilings Ftcgt _ Description 1 __ 700mm or 1400mm Square Bar' 2_ Pa_tenteel1-er' eCenter Bracket _ _ End Bracket (aci(trst .) `Both sizes FMNdS approved Style AB9 • Hard -Lid ceilings with Hat furring channel grid system Itcrn i . Desal�ti°" 1 147610mm or 4871219rnm Square Bar 2 N14.4.1101-Bee.7 Cerner Bracket 3 j Adjustable End Bracket for Hat Furring Channel Style AB10 • Suspended ceilings • Armstrong° TechZone'" In I 1 DescdPtion 47100mm, 6•/1 S2mm re Bar" Patented 1 -Bee" Center_ Bracket End Bracket 10.84 7491 Rev. A updated 11/2013 0 2013 Victaulic Company. AB tights reserved. victaulic.com 7 \Otauku victauic.com I VicFlex Sprinkler Fittings I AH2-300 I Publication 10.84 Series AH2-300 Braided Hose Assembly Suspended Ceiling Grid with Recessed Sprinkler - Clearances above ceiling tile at various center -line bend radii Hose Clearance Chart inches/ - Dimension mm Minimum Bend Radius'R' 8/200 Minimum •A' 116,75/425 Suspended Ceiling Grid with 90°Elbow (Long) Hose Clearance Chat —inCile-ri 1;Dimension mm A 1 Min, 8 Note: Style AB1 and Series AH2-300 figures shown. Variations of ceiling grids, sprinkler heads, brackets and hoses are permitted but may result In clearance differences from the figures above. V2707 361l9mm Max. Recess 10.64 7491 Rev. A Updated 11:20:3 0 2013 Vicseullc Company, All rights reserved. victaulic.com 8 victaulic.com I VicFlex Sprinkler Fittings I AH2-300 I Publication 10.84 SERIES AH2-300 Braided Hose Assembly Suspended Ceiling Grid with Hat Furring Channel Flit Ctxance ;hart inches/ Dimension mm Minimum Bend Radius' R" 8/200 Minimum'A _1,163/145 Suspended Ceiling Grid with 90°Elbow (Short) Hai C1_enChart t ._....__� ...__._.�._._. Inchon/ '- Dimension I mm A 7 Min. "2t0 0 Note Style AB1 and Series AH2-300 figures shown. Variations of ceiling grids, sprinkler heads, brackets and hoses are permitted but may result in clearance differences from the figures above. V27081/2712.7mm Max Recess 10.84 7491 Rev. A Updated 11/2013 0 2013 Victaulic Company. All rights reserved. victaulic.com 9 V38021/2712.7mm Max. Recess J'CtiIJ k victaulic.com I VicFlex Sprinkler Fittings i AH2-300 I Publication 10.84 Flexibie Hose In -Plane Bend Characteristks ONE BEND Minimum bend radius 9- 0° TWWO BENDS OR THREE BENDS Minimum bend radius 1 I ! — Minimum bend radius Note: For out -of -plane (three-dimensional) bends care must be taken to avoid imparting torsional stress on the hose WARNING Minimurr herd rad'us • It is the responsibility of the system designer to verify suitability of Type 304/304L stainless steel flexible hose for use with the intended fluid media. • The effect of chemical composition, pH level, operating temperature, chloride level, oxygen level, and flow rate on Type 3041304L stainless steel flexible hose must be evaluated by the material specifier to confirm system fife will be acceptable for the intended service. Failure to follow these instructions could cause product failure, resulting In serious personal Injury andlor property Installation Reference should etways be made to the 1-100 Vkteulc Field Installation Handbook far the product you are Installing, Handbooks are Included with each shipment of Vlctauik products for complete installation and assembly data, and are avallabia In PDF fomwt on our webste at www.vieta0k.ccnr. trarmty Refer to the Warranty section of the current Free us. or contact Vklauiic for detai:s. Rota This product shalt be manufactured by Vnctaule or to Vidautc apedUcotbre. Al products to be Installed In accordenca with current Vidaulc Inrteladonfasaembly Instructions. Nd6Wlc reserves the right to change product apecMcationa, designs and standard equipment without notice and without Incurring obligations. 1haduwarks Vick erd VicFlez are reg'sterV) irboemarks of Vidaulc Company, 10.84 7491 Rev. A Updated 11/2013 0 2013 Victaulic Company. A;I rights reserved. victaulic-coni 10 jetmulict pH As" SPECIFICATION SHEET NO. 805Y (21/2" --10") Model 805Y (21/2" through 10") Doable Check Backflow Presenter For Low Hazard Service Features o Low head loss. o Spring loaded "Y" type check valves. o Documented flow curves established by University of Southern Catiffornla Foundation for Cross Connection Control and Hydraulic Research. o Simple service procedures. All internal parts serviceable inline. o Approved by ASSE and USC FoundationforCross Connection Control and Research. o Cast iron bodies with internal epoxy coating standard. Description The Febco 805Y Double Check Valve consists of two inde- pendently operating check valves with an inlet and outlet shutoff valve and four testcocks. Each check valve is a "Y" pattern, spring loaded, poppet type. In normal operation the check valves open with flow demand. During no -flow conditions, each check valve will hold 1 PSI In the flow di- rection. End connections are flanged. 7-24 * Shown with optional 0 S & Y gate valves. Materials Valves have cast iron bodies and covers with bronze trim, and internal epoxy coating. All springs are stainless steel. Gate valves are non -rising stem. OS&Y and resilient wedge valves are optional. Specifications The Double Check device 2W through 10" shall consist of internally epoxy coated cast iron bodies and covers. The bodies shall be a "Y" pattern design incorporating two spring loaded, center guided check assemblies with bronze seat rings and stainless steel springs. The device shall include flanged inlet and outlet full port shutoff valves and four testcocks. All internal parts shall be of corrosion resistant materials. All Double Check Valves shall be constructed so all internal parts can be serviced without removing the device from the line. Seat discs shall be reversable. Double Check Valves shall be rated to 175 PSI water working pressure and water temperature from 32°F to 140°F. The device shall meet requirements of ASSE Standard 1015, AWWA Standard C506-78, and USC Foundation for Cross Connection Control and Hydraulic Research, Sixth Edition. Typical Applications Double Check Devices are used to prevent backflow of pol- lutants that are objectionable but not toxic. Double Checks may be installed under continuous pressure service and may be subjected to back pressure. Double checks can be used in sprinkler irrigation systems, fire protection without chemical additives, protection of industrial plants, industrial in -plant plumbing systems and other systems requiring protection. Local codes may vary; consult authorities for specific approved applications. Dimensions and Weights, SIZE 1 A B 212"7 Yie' 221/1e" 12W 7' " 5Y+" 240 3" 9 411 Yee' 253,e 14° 81/45" 6' 250 4" 50The' 323'15* 173/e' 11" 6A' 420 6° 59i1/1." 38 fie 211/4" 14' 81/4' 735 ' 8" 694." 46'." a- 18' 9th" 1230 10- SAPAe 581Ae" 30" 221 101/2" 1680 —r E �.1 • Dimension apples to NRS gato valve only. Model 805Y (21/2", 3", and 4") FLOW CURVES FYM Garver. ss Ess55l4Aed Or Use U*Y SC Feu les Cress Conneallon Colerol and Hydrasfo Rercoreh 15 'y. 21/2" I 102 5 0 1 ME EMI XIII 50 105 t5U 5 10 20;, 250 15 200 -, 20 ;Fa> ,,...-.ter LJ '0 • Installation Model 805Y Double Check Backflow Preventers should be installed with adequate clearance and easy accessibility for testing and maintenance and must be protected from freez- ing. The device may be installed horizontally or vertically with flow up. Consult local codes for special requirements concerning device installation. Larger sizes should be in- stalled horizontally for ease of service. Thermal water ex- pansion and/or water hammer down stream of the backflow preventer can cause excessive pressure. Excessive pres- sure situations should be eliminated to avoid possible dam- age to the system and device. Sida View FEBCO Model COSY Protective Enclosure Water Meter Characteristics Support (Wend Larger) Maximum working pressure Hydrostatic test pressure Temperature range -...- Fluid End Detail Main Valve Body Main Valve Trim Elastomers Springs 10 175 PSI 350 PSI 32°Fto140"F Water Flanged ANSI B16.1 Grey Iron ASTM A-126, epoxy coated intemai Bronze ASTM 8-61 Nulls ASTM D-2000 seat discs Stainless steel, 300 aeries Model 805Y (6', 8", and 10") FLOW CURVES Flow Curves u Esta5 ,,hld bl IM USC FOw'd3Yen Ire Cron Corneas,, Control inc.! tyermee Raonareh 11 u?l 12(4 5 1 1 :ss) 101,1, 15 1, i0 F 2 IGW.r p ,Fac 7-25 • 1 eci 5 :G.0 00I:1 15 .F°r. a).) Js: .^..) % ?) FLOW RATE (In GPM and FPS) ;111.a'M i.>'�^'r , .4..+ -- J.' . :. ,. 5 r)• .5•••I'.v..../ 24". OP.' :0 WAS, Fire Suppression Vico & Building Products Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 Email: techserv@tycofp.com Model AV -1-300 Alarm Check Valve, 300 psi (20,7 bar) 2-1/2, 4, 6, & 8 Inch (DN65, DN100, DN150 & DN200) Vertical or Horizontal* Installation General Description The TYCO Model AV -1-300 Alarm Check Valves are divided seat ring, rubber -faced clapper, waterflow alarm check valves that are intended for use in wet pipe (automatic sprinkler) fire protection systems. They may be installed vertically or horizontally*, and they are designed to automati- cally actuate electric and/or hydraulic alarms when there is a steady flow of water into the system that is equivalent to the discharge rate of one or more sprinklers. A separately ordered Model RC -1 Retard Chamber (TFP920) is required for installations subject to variable pressures. It is used to help prevent false alarms associated with pressure variations in public water supplies. The AV -1-300 Alarm Check Valve Trim includes pressure gauges to monitor system pressure conditions, a by-pass check valve, a main drain valve, and an alarm test valve. The bypass check valve reduces the possibility of false alarms by permitting slow as well as small transient increases in water supply pressure to be passed through to the system without opening the waterway clapper. NOTICE The TYCO Model AV -1-300 Alarm Check Valves described herein must be installed and maintained in compliance with this document, as well as with the applicable standards of the National Fire Protection Association, in addition to the standards of any authorities having jurisdiction. Failure to do so may impair the integrity of these devices. The owner is responsible for main- taining their fire protection system and devices in proper operating condition. The installing contractor or manufac- turer should be contacted relative to any questions. Page 1 of 22 Nominal Valve Size Groove x Groove Flange x Groove Flange x Flange 2-1/2 Inch (DN65) 22 Ibs. (10,0 Kg) 28 Ibs. (12,7 Kg) N/A 4 Inch (DN100) 38 Ibs. (17,2 Kg) 47 Ibs. (21,3 Kg) 57 Ibs. (25,9 Kg) 6 Inch (DN150 58 Ibs. (26,3 Kg) 70 Ibs. (31,8 Kg) 84 lbs. (38,1 Kg) 8 Inch (DN200) 102 Ibs. (46,3 Kg) 120 Ibs. (54,4 Kg) 149 Ibs. (67,6 Kg) TABLE A — AVAILABLE END CONNECTIONS — * 4, 6, and 8 Inch (DN100, DN15O, and DN200) Valve Sizes APRIL 2011 TFP91O TFP910 Page 2 of 22 VALVE PARTS NO. DESCRIPTION QTY. REF. 1 Valve Body 1 NR 2 Handhole Cover 1 NR 3 Handhole Cover Gasket 1 See (a) 4 Seat Ring 1 NR 5 Clapper 1 See (b) 6 Clapper Facing 1 See (a) or (b) 7 Clapper Washer 1 See (b) 8 Lock Nut, 2-1/2 Inch Valve 1 See (b) Self -Locking Hex Cap Screw, 4, 6, & 8 Inch Valves 1 See (b) 9 Clapper Hinge Pin1 See (b) 10 Clapper Hinge Pin Bushing, 2-1/2 Inch Valve 2 NR 4, 6, & 8 Inch Valves 4 NR 11 Clapper Spring 1 See (b) 11 VALVE PARTS NO. DESCRIPTION QTY. REF. 12 Handhole Cover Hex Bolt, 2-1/2 Inch Valve, 1/2-13 UNC -2A x 1-1/4" Long 4 CH 4 Inch Valve, 1/2-13 UNC -2A x 1-3/4" Long 4 CH 6 Inch Valve, 1/2-13 UNC -2A x 1-3/4" Long 6 CH 8 Inch Valve, 3/4-10 UNC -2A x 2" Long. 6 CH 13 Clapper Hinge Pin Square Head Pipe Plug, 3/8" NPT, 4, 6, & 8 Inch Valves only 1 CH REPLACEMENT PARTS NO. DESCRIPTION P/N (a) Repair Parts Kit, Includes 3 & 6 2-1/2 Inch Valve 92-200-1-216 4 Inch Valve 92-200-1-416 6 Inch Valve 92-200-1-620 8 Inch Valve 92-200-1-816 (b) Clapper Assembly, Includes 5-9, 11 2-1/2 Inch Valve 92-200-1-218 Includes 5-11 4 Inch Valve 92-200-1-423 6 Inch Valve 92-200-1-623 8 Inch Valve 92-200-1-823 NOTES: 1. F x F valve shown for reference; components for G x G and F x G valves are shared. 2. NR: Not Replaceable 3. CH: Common Hardware 7 8 �® CLAPPER ASSEMBLY 2-1/2 INCH VALVE CLAPPER ASSEMBLY 4, 6, & 8 INCH VALVES The 2-1/2 Inch (DN65) Valves with NPT threaded ports have a 1-1/4 finch main drain connection. The 2-1/2 Inch (DN65) Valves with ISO threaded ports have a DN40 main drain connection. The 4, 6, and 8 Inch (DN100. DN150, and DN200) Valves with NPT threaded ports have a 2 inch main drain connection. The 4, 6, and 8 Inch (DN100. DN150, and DN200) Valves with ISO threaded ports have a DN50 inch main drain connection. FIGURE 1 2-1/2, 4, 6 & 8 INCH (DN65, DN100, DN150 & DN200) MODEL AV -1-300 ALARM CHECK VALVE — ASSEMBLY — TFP910 Page 3 of 22 4.0 a a 3.0 o= cc o? cc CC D 2.0 Cf) 0 C am J Qa Zo 2zz z o 1.0 0- 0.9 0.8 0.7 100 FLOW RATE IN LITRES PER MINUTE (LPM) (1 GPM = 3,785 LPM) 400 600 1000 2000 3000 5000 7000 10000 15000 1 I I I J U 11 11 l 11 11 ' J J I l l J ((I l =ro O ^w �O V� 1� cv ZV ti v. 1 1 111111111 11 IJ IJ l J 200 300 400 500 700 1000 2000 FLOW RATE IN GALLONS PER MINUTE (GPM) 0,20 0,10 0,09 0,08 0,07 0,06 0 05 3000 4000 The approximate friction Toss, based on the Hazen and Williams formula and expressed in equivalent length of pipe with C=120, is as follows 14 feet of 2-1/2 inch Sch. 40 pipe for the 2-1/2 inch AV -1-300 Valve calculated on a typical flow rate of 250 GPM. 23 feet of 4 inch Sch. 40 pipe for the 4 inch AV -1-300 Valve calculated on a typical flow rate of 600 GPM. 24 feet of 6 inch Sch. 40 pipe for the 6 inch AV -1-300 Valve calculated on a typical flow rate of 1500 GPM. 23 feet of 8 inch Sch. 30 pipe for the 8 inch AV -1-300 Valve calculated on a typical flow rate of 2500 GPM. GRAPH A 2-1/2, 4, 6 & 8 INCH (DN65, DN100, DN150 & DN200) MODEL AV -1-300 ALARM CHECK VALVE — NOMINAL PRESSURE LOSS VERSUS FLOW — Flange Drilling Specification Nominal Dimensions in Inches and (mm) Nominal Valve Size ANSI B16.1 (Class 125)1 ISO 2084 (PN10) 2 ISO 2084 (PN16) 3 JIS B 2210 (10K) AS 2129 (Table E) Dim. A Dim. B Qty. N Dim. A Dim. B Qty. N Dim. A Dim. B Qty. N Dim. A Dim. B Qty. N Dim. A Dim. B Qty. N 2-1/2 Inch (DN65) 5.50 (139,7) 0.75 (19,0) 4 5.71 (145,0) 0.71 (18,0) 4 5.51 (140,0) 0.75 (19,0) 4 5.00 (127,0) 0.71 (18,0) 4 4 Inch (DN100) 7.50 (190,5) 0.75 (19,0) 8 USE ISO 2084 7.09 (180,0) 0.71 (18,0) 8 6.89 (175,0) 0.75 (19,0) 8 7.00 (178,0) 0.71 (18,0) 8 6 Inch (DN150) 9.50 (241,3) 0.88 (22,2) 8 (PN16) 9.45 (240,0) 0.87 (22,0) 8 9.45 (240,0) 0.91 (23,0) 8 9.25 (235,0) 0.87 (22,0) 8 8 Inch (DN200) 11.75 (298,5) 0.88 (22,2) 8 11.61 (295,0) 0.87 (22,0) 8 11.61 (295,0) 0.87 (22,0) 12 11.42 (290,0) 0.91 (23,0) 12 11.50 (292,0) 0.87 (22,0) 8 Dim. A 1 Same drilling as for B16.5 (Class 150) and B16.42 (Class 250). Bolt Circle 2 Same drilling as for BS 4504 Section 3.2 (PN10) and DIN 2532 (PN10). Diameter ,c)-0 Same drilling as for BS 4504 Section 3.2 (PN16) and DIN 2532 (PN16). / ( o� Dim. 61....,_.Bolt Hole ' Diameter O* —O// Qty. N Number of Bolt Holes TABLE B — FLANGE DRILLING SPECIFICATIONS — TFP910 Page 4 of 22 Technical Data Approvals UL and C -UL Listed, FM Approved Working Water Pressure Range 20 to 300 psi (1,4 to 20,7 bar) Friction Loss Refer to Graph A. Physical Characteristics The body is ductile iron, the hand -hole cover is ductile iron, and the seat ring is bronze. The clapper for the 2-1/2 inch (DN65) valve size is stainless steel. The clapper for the larger valve sizes is ductile iron. All valve sizes utilize an EPDM clapper facing. Flanged connections are available drilled per ANSI, ISO, AS, and JIS specifications as detailed in Table A. Threaded port connections for the AV -1-300 Valves are available NPT threaded or threaded per ISO 7/1 as detailed in the Ordering Procedure section. Valves with NPT threaded ports will readily accept the trim arrangements detailed in Figures 4 through 6. Operation When the fire protection system is initially pressurized, water flows into the system until the water supply and system pressure become equalized, and the torsion Spring closes the Waterway Clapper in the Alarm Check Valve. Once the pressures stabilize, the Alarm Check Valve is in service and the centrally located groove in the Seat Ring is sealed. Consequently, with the Alarm Check Valve set for service, there is no flow through the alarm port to the alarm devices (that is, water motor alarm and/or pressure alarm switch). When there is a steady flow of water into the sprinkler system due to a sprinkler operation, the Waterway Clapper opens as shown in Figure 2. Water is then permitted to flow into the centrally located groove in the Seat Ring and out through the alarm port towards the Restriction Assembly (Figure 3). When the flow through the Inlet Restriction of the Restriction Assembly exceeds the flow through the Outlet Restriction, the Retard Chamber (where provided for systems with variable pressure), begins to fill. Subsequently, the Water Motor alarm and/or the pressure alarm switch will be actuated. The alarms will continue RETARD CHAMBER WATERFLOW PRESSURE ALARM SWITCH O ONCE RETARD CHAMBER OVERFLOWS, WATERFLOW PRESSURE ALARM SWITCH AND WATER MOTOR ALARM ACTUATE WATERFLOW TO WATER MOTOR ALARM 7/32" (5,6 mm) ORIFICE INLET RESTRICTION ASSEMBLY 1/8" (3,2 mm) ORIFICE OUTLET 0 WATERFLOW TO SYSTEM O UPON SPRINKLER FLOW, WATERWAY CLAPPER OPENS WHEN FLOW THROUGH RESTRICTION ASSEMBLY INLET EXCEEDS OUTLET, RETARD CHAMBER BEGINS TO FILL MAIN DRAIN VALVE 0 WATERFLOW THROUGH SEAT RING GROOVE AND ALARM PORT ALARM CHECK VALVE FIGURE 2 2-1/2, 4, 6 & 8 INCH (DN65, DN100, DN150 & DN200) MODEL AV -1-300 ALARM CHECK VALVE — OPERATION — SYSTEM PRESSURE GAUGE SUPPLY PRESSURE GAUGE SCREEN INLET RESTRICTION WITH 0.219" (5.6 mm) ORIFICE DRAIN RESTRICTION WITH 0.125" (3.2 mm) ORIFICE FIGURE 3 RESTRICTION ASSEMBLY (Provided with Alarm Check Valve Trim) to be actuated as long as the Waterway Clapper remains open. Water in the alarm lines will automatically drain out through the 1/8 inch (3,2 mm) Drain Orifice in the Restriction Assembly (Figure 3) when the Waterway Clapper closes (due to a stop in the flow of water into the sprinkler system). For variable pressure systems, slow as well as small transient increases in water supply pressure may continue to build up in the system (via the Bypass Check Valve) without opening the Waterway Clapper. A transient surge in supply pressure that is sufficient only to open the Waterway Clapper momentarily will not cause a false alarm, and a portion of the increase in pressure will be trapped within the system, thus reducing the possibility of another opening. Any water in the alarm line is automatically drained, further reducing the possi- bility of a false alarm due to a succes- sive transient surge in supply pressure. Design Criteria In planning installation of the TYCO Model AV -1-300 Alarm Check Valves, consideration must be given to the disposal of the large quantities of water that may be associated with draining the system or performing a flow test. Valves installed in the vertical position must have the flow going up. Valves installed in the horizontal position must be positioned so that the drain connec- tion points down. The sprinkler system designer must be aware that the configuration of the piping network and its tendency to trap pockets of air (such as in the case of a peaked -roof gridded system) can affect the performance of the alarm system. Although a slight amount of trapped air is desirable to prevent significant pressure increases due to thermally induced expansion of the water, a large quantity of trapped air in a system may result in the possibility of an intermit- tent alarm. The possibility of an intermittent alarm condition is a consequence of the fact that the flow out of the system through the test valve or a single sprinkler is very small relative to the flow that can be passed through the valve. This difference increases with valve size. If the system were free of trapped air, flow in would equal flow out and the Waterway Clapper would always stabilize at some open position (as needed to accommodate the required flow). With trapped air in the system, however, the Waterway Clapper first opens wider since the system initially demands greater flow until the air pockets are compressed (back to nearly the supply pressure), and then it will tend to return closer to the Seat Ring. If the volume of the air pockets is excessive, flow into the system can be momentarily reduced to nearly zero (once the air pockets are compressed) and the Waterway Clapper may close, causing flow to the alarms to be shutoff. After the Waterway Clapper has closed, sufficient water must flow out of the system before the Waterway Clapper will again open. A repetition of the above described condition is termed an intermittent alarm. Using a vent (which can also serve as an end -of -line Inspector's Test Connection) piped from the top of a cross main or end of a branch line at the point most remote from the alarm valve, and filling the system slowly in accordance with the steps described in the Setting Procedure section, can prevent an excessive amount of air from being trapped. Installation NOTICE Proper operation of the TYCO Model AV -1-300 Alarm Check Valves depends upon the trim described in this data sheet installed in accordance with the following instructions. Failure to follow the appropriate trim installation instruc- tions may prevent the device from functioning properly as well as void listings/approvals and the manufactur- er's warranties. The Alarm Check Valves must be installed in readily visible and acces- sible locations. It is recommended that provision be made for viewing the alarm line drain water by locating the main drain outlet in a readily visible area. Wet pipe fire protection systems must be maintained at a minimum tempera- ture of 40°F/4°C. 1. Trim the Alarm Check Valve in accordance with Figure 4, 5, or 6, as applicable. Apply pipe -thread sealant sparingly to male threads only. 2. The Alarm Vent Trim illustrated in Figure 8 must be installed if a water motor alarm is not to be used. 3. Plug unused alarm connections. 4. Suitable provision must be made for disposal of alarm line and system drainage water. Drainage water must be directed so that it will not cause damage or result in dangerous conditions. 5. The alarm line drain must be arranged so that there will be no danger of freezing. TFP910 Page 5 of 22 6. The check valve in the exter- nally mounted bypass around the Waterway Clapper must be installed with its arrow pointed up, and the drain check valve must be installed with its arrow pointing towards the drain. 7. It is recommended that a vent connection (which may also be used as an end -of -line Inspec- tor's Test Connection), be piped from a cross main or branch line at the point most remote from the alarm valve. The vent line should be connected to the top of a cross main or to the end of a branch line and be located at the highest level of a multi-level installation. The vent connection can be used to bleed -off excessive air from the system, and therefore, minimize the possibility of a false alarm due to a transient surge in supply pressure. The contraction/expan- sion associated with an exces- sive amount of trapped air could also cause the Waterway Clapper to cycle open and shut during an inspector's test or during a discharge by a single sprinkler. TFP910 Page 6 of 22 1/2 INCH NPT CONNECTION FOR WATERFLOW PRESSURE ALARM SWITCH LOCATION FOR OPTIONAL ELECTRICALLY SUPERVISED N.O. ALARM CONTROL VALVE NO. DESCRIPTION QTY. P/N 1 300 psi/ 2000 kPa Water Pressure Gauge 2 92-343-1-005 2 1/4" Gauge Test Valve 2 46-005-1-002 3 1/2" Swing Check Valve 2 46-049-1-004 4 1/2" Globe Valve 1 46-047-1-004 5 1/2" Y -Strainer 1 52-353-1-005 6 Restriction Assembly1 92-210-2-005 7 1-1/4" Angle Valve 1 46-048-1-007 8 External By -Pass Tube 1 92-304-1-017 9 Alarm Test Tube 1 92-304-1-047 10 1/2" NPT x 1/2" Tube Connector 2 CH 11 1/2" NPT x 5/8" Tube Connector 2 CH 12 1/4" Plug 2 CH 13 1/2" Union 1 CH 14 1/4" 90° Elbow 1 CH 15 1/2" 90° Elbow 1 CH 16 1/2" Tee 2 CH MODEL RC -1 RETARD CHAMBER ORDERED SEPARATELY LOCATION (FOR VARIABLE FOR OPTIONAL PRESSURE ELECTRICALLY SYSTEMS) SUPERVISED N.O. ALARM CONTROL VALVE 3/4 INCH NPT CONNECTION FOR WATER MOTOR ALARM NO. DESCRIPTION QTY. P/N 17 1/2" x 1/4" x 1/2" Tee2 CH 18 1/2" x 1/2" x 3/4" Tee1 CH 19 1-1/4" x 1-1/4" x 1/2" Tee 1 CH 20 1/4" x 1" Nipple 2 CH 21 1/4" x 2-1/2" Nipple 1 CH 22 1/2" x 1-1/2" Nipple 7 CH 23 1/2" x 2" Nipple 2 CH 24 1/2" x 2-1/2" Nipple 1 CH 25 1/2" x 3" Nipple 1 CH 26 1/2" x 4" Nipple 1 CH 27 1/2" x 6" Nipple 1 CH 28 1-1/4" x 2-1/2" Nipple 1 CH 29 1-1/4" x 3-1/2" Nipple1 CH NOTES: 1. All Fittings and Nipples are galvanized (Standard Order). 2. CH: Common Hardware. EXTERNAL BY-PASS TUBE 1/2 INCH NPT ALARM CONNECTION TEST VALVE FOR WATERFLOW (NORMALLY PRESSURE ALARM CLOSED) SWITCH 18 3/4 INCH NPT CONNECTION FOR WATER MOTOR ALARM 8 11 3 10 9 23 \ J 1PRESSUR SYSTEM 1/1 , t*, /•� �\\,\• 20 „ 12 GAUGE E ALARM TEST TUBE RESTRICTION ASSEMBLY, SEE FIGURE 3 22 5 22 15 22 13 22 3 22 28 7 29 19 1-1/4 INCH NPT CONNECTION TO DRAIN 26 17 20 21 14 MODEL AV -1 ALARM VALVE, 2-1/2 INCH (DN65) GROOVE x GROOVE SHOWN 2 FIGURE 4 - PART 1 OF 3 VERTICAL CLOSED DRAIN TRIM - STANDARD ORDER -FOR 2-1/2 INCH (DN65) MODEL AV -1-300 ALARM CHECK VALVES (52-204-2-050)- 1 SUPPLY PRESSURE 12 GAUGE TFP910 Page 7 of 22 NO. DESCRIPTION QTY. P/N 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 300 psi/ 2000 kPa Water Pressure Gauge 2 92-343-1-005 1/4" Gauge Test Valve 2 46-005-1-002 1/2" Swing Check Valve 2 46-049-1-004 1/2" Globe Valve 1 46-047-1-004 1/2" Y -Strainer 1 52-353-1-005 Restriction Assembly. .. 1 92-210-2-005 2" Angle Valve 1 46-048-1-009 1/4" Plug 2 CH 1/2" x 1/4" Reducing Bushing 1 CH 1/2" Union 3 CH 1/2" 90° Elbow 4 CH 1/2" 45° Elbow 1 CH 1/2" x 1/4" x 1/2" Tee.. 1 CH 1/2" x 1/2" x 3/4" Tee.. 1 CH 1/2" Tee 1 CH 2" x 2" x 1/2" Tee 1 CH 1/4" x Close Nipple 1 CH 1/4" x 4" Nipple 1 CH 1/2" x Close Nipple 4 CH 1/2" x 1-1/2" Nipple 5 CH 1/2" x 2" Nipple 2 CH 1/2 INCH NPT CONNECTION FOR WATERFLOW PRESSURE ALARM SWITCH LOCATION FOR OPTIONAL ELECTRICALLY SUPERVISED N.O. ALARM CONTROL VALVE MODEL RC -1 RETARD CHAMBER ORDERED SEPARATELY (FOR VARIABLE PRESSURE SYSTEMS) 3/4 INCH NPT CONNECTION FOR WATER MOTOR ALARM 1/2 INCH NPT CONNECTION FOR WATERFLOW PRESSURE ALARM SWITCH NO. DESCRIPTION QTY. P/N 22 1/2" x 3" Nipple 2 CH 23 1/2" x 3-1/2" Nipple 1 CH 24 1/2" x 5" Nipple 1 CH 25 1/2" x 5-1/2" Nipple 1 CH 26 1/2" x 6-1/2" Nipple 1 CH 27 Select Nipple per Table 2 CH 28 Select Nipple per Table 2 CH 29 2" x 3" Nipple 2 CH Nipple Select Appropriate Nipple Sizes per AV -1 Alarm Check Valve Size Number 4 Inch (DN100) 6 Inch (DN150) 27 1/2" x 1-1/2" 1/2" x 2-1/2" 28 1/2" x 3-1/2" 1/2" x 4-1/2" NOTES: 1. Install subassemblies in alphabetical order. 2. All Fittings and Nipples are galvanized (Standard Order). 3. CH: Common Hardware. 1/2" x 1-1/2" (4 INCH VALVE) or - 1/2" x2-1/2" (6 INCH VALVE) 3/4 INCH NPT CONNECTION FOR WATER MOTOR 27 ALARM ALARM TEST VALVE (NORMALLY CLOSED) 21 11 1/2" x 3-1/2" (4 INCH VALVE) or 1/2" x 4-1/2" (6 INCH VALVE) 9 15 F LOCATION FOR OPTIONAL ELECTRICALLY SUPERVISED N.O. ALARM CONTROL VALVE RESTRICTION ASSEMBLY, SEE FIGURE 3 29 MAIN DRAIN VALVE 29 (NORMALLY CLOSED) 16 11 19 19 3 20 2 INCH NPT CONNECTION TO DRAIN SYSTEM PRESSURE GAUGE E SUPPLY PRESSURE GAUGE „0 17 D 13 MODEL AV -1 ALARM VALVE, 6 INCH (DN150) FLANGE x FLANGE SHOWN FIGURE 4 — PART 2 OF 3 VERTICAL CLOSED DRAIN TRIM — STANDARD ORDER — SEMI-PREASSEMBLED —FOR 4 & 6 INCH (DN100 & DN150) MODEL AV -1-300 ALARM CHECK VALVES (52-204-2-951)— TFP910 Page 8 of 22 NO. DESCRIPTION QTY. P/N 1 300 psi/ 2000 kPa Water Pressure Gauge 2 92-343-1-005 2 1/4" Gauge Test Valve 2 46-005-1-002 3 1/2" Swing Check Valve 1 46-049-1-004 4 3/4" Swing Check Valve 1 46-049-1-005 5 1/2" Globe Valve 1 46-047-1-004 6 1/2" Y -Strainer 1 52-353-1-005 7 Restriction Assembly1 92-210-2-005 8 2" Angle Valve 1 46-048-1-009 9 1/4" Plug 2 CH 10 1/2" Union 2 CH 11 3/4" Union 1 CH 12 1/2" 90° Elbow 2 CH 13 1/2" 45° Elbow 1 CH 14 1/2" Tee 1 CH 15 1/2" x 1/2" x 3/4" Tee1 CH 16 3/4" x 1/4" x 3/4" Tee2 CH 17 3/4" x 3/4" x 1/2" Tee1 CH 18 2" x 2" x 1/2" Tee 1 CH 19 1/4" x 1-1/2" Nipple 2 CH 20 1/2" x Close Nipple 3 CH 21 1/2" x 1-1/2" Nipple 3 CH 1/2 INCH NPT CONNECTION FOR WATERFLOW PRESSURE ALARM SWITCH LOCATION FOR OPTIONAL ELECTRICALLY SUPERVISED N.O. ALARM CONTROL VALVE MODEL RC -1 RETARD CHAMBER ORDERED SEPARATELY (FOR VARIABLE PRESSURE SYSTEMS) 3/4 INCH NPT CONNECTION FOR WATER MOTOR ALARM 1/2 INCH NPT CONNECTION FOR WATERFLOW PRESSURE ALARM SWITCH 3/4 INCH NPT CONNECTION FOR WATER MOTOR ALARM 20 6 26 14 NO. DESCRIPTION QTY. P/N 22 1/2" x2" Nipple 1 CH 23 1/2" x 3" Nipple 1 CH 24 1/2" x 3-1/2" Nipple 2 CH 25 1/2" x 4-1/2" Nipple 2 CH 26 1/2" x 6-1/2" Nipple 1 CH 27 3/4" x Close Nipple 2 CH 28 3/4" x 1-1/2" Nipple 1 CH 29 3/4" x 2-1/2" Nipple 1 CH 30 3/4" x 3" Nipple 1 CH 31 3/4" x 4-1/2" Nipple 1 CH 32 2" x 3" Nipple 1 CH 33 2" x 3-1/2" Nipple 1 CH NOTES: 1. Install subassemblies in alphabetical order. 2. All Fittings and Nipples are galvanized (Standard Order). 3. CH: Common Hardware. ALARM TEST VALVE (NORMALLY CLOSED) 12 22 G 11 B 19 16 27 SYSTEM PRESSURE GAUGE LOCATION FOR OPTIONAL ELECTRICALLY SUPERVISED N.O. ALARM CONTROL VALVE RESTRICTION ASSEMBLY, SEE FIGURE 3 21 33 18 12 20 20 3 21 32 2 INCH NPT CONNECTION TO DRAIN 19 16 28 17 MODEL AV -1 ALARM VALVE, 8 INCH (DN200) FLANGE x GROOVE SHOWN FIGURE4 - PART3OF3 VERTICAL CLOSED DRAIN TRIM - STANDARD ORDER - SEMI-PREASSEMBLED -FOR 8 INCH (DN200) MODEL AV -1-300 ALARM CHECK VALVES (52-204-2-952)- 2 SUPPLY PRESSURE GAUGE TFP910 Page 9 of 22 1/2 INCH NPT CONNECTION FOR WATERFLOW PRESSURE ALARM SWITCH LOCATION FOR OPTIONAL ELECTRICALLY SUPERVISED N.O. ALARM CONTROL VALVE MODEL RC -1 RETARD CHAMBER ORDERED SEPARATELY (FOR VARIABLE PRESSURE SYSTEMS) NO. DESCRIPTION QTY. P/N 1 300 psi/ 2000 kPa Water Pressure Gauge 2 92-343-1-005 2 1/4" Gauge Test Valve 2 46-005-1-002 3 1/2" Swing Check Valve 1 46-049-1-004 4 1/2" Globe Valve 1 46-047-1-004 5 1/2" Y -Strainer 1 52-353-1-005 6 Restriction Assembly1 92-210-2-005 7 1-1/4" Angle Valve 1 46-048-1-007 8 External By -Pass Tube 1 92-304-1-017 9 Alarm Test Tube 1 92-304-1-047 10 1/2" NPT x 1/2" Tube Connector 2 CH 11 1/2" NPT x 5/8" Tube Connector 2 CH 12 Support Bar 1 92-304-1-014 13 Jam Nut 1 92-640-1-037 14 PVC Nipple 1 92-640-1-009 15 Support Bracket 1 92-343-1-006 16 Drip Funnel 1 92-343-1-007 17 1/4" Plug 2 CH to 0 LOCATION FOR OPTIONAL ELECTRICALLY SUPERVISED N.O. ALARM CONTROL VALVE 3/4 INCH NPT CONNECTION FOR WATER MOTOR ALARM 1/2 INCH NPT CONNECTION FOR WATERFLOW PRESSURE ALARM SWITCH 21� 25 6 rit RESTRICTION ASSEMBLY, SUPPORT SEE FIGURE 3 BRACKET 25 NO. DESCRIPTION QTY. P/N 18 1/4" 90° Elbow 1 CH 19 1/2" Tee 2 CH 20 1/2" x 1/4" x 1/2" Tee2 CH 21 1/2" x 1/2" x 3/4" Tee1 CH 22 1-1/4" x 1-1/4" x 1/2" Tee 2 CH 23 1/4" x 1° Nipple 2 CH 24 1/4" x 2-1/2" Nipple 1 CH 25 1/2" x 1-1/2" Nipple 3 CH 26 1/2" x 2" Nipple 2 CH 27 1/2" x 2-1/2" Nipple 1 CH 28 1/2" x 3" Nipple 1 CH 29 1/2" x 4" Nipple 1 CH 30 1/2" x 5° Nipple 1 CH 31 1-1/4" x 2-1/2" Nipple 2 CH 32 1-1/4" x 8-1/2" Nipple1 CH NOTES: 1. All Fittings and Nipples are galvanized (Standard Order). 2. CH: Common Hardware. EXTERNAL BY-PASS TUBE ALARM TEST VALVE (NORMALLY CLOSED) 3/4 INCH NPT CONNECTION FOR WATER MOTOR ALARM 5 o '•1 13 8 11 3 9 10 26 fee 10 19 25 4 26 19 30 27 31 7 14 15 DRIP 31 FUNNEL 22 1-1/4 INCH NPT CONNECTION TO DRAIN 16 32 12 III tet SUPPORT BAR 22 MAIN DRAIN VALVE (NORMALLY CLOSED) 1-1/4 INCH NPT CONNECTION TO DRAIN ALARM TEST TUBE 28 23 20 1 SYSTEM PRESSURE GAUGE 17 71r 18 20 23 24 29 2 MODEL AV -1 ALARM VALVE, 2-1/2 INCH (ON65) GROOVE x GROOVE SHOWN FIGURE 5 - PART 1 OF 3 VERTICAL OPEN DRAIN TRIM - SPECIAL ORDER -FOR 2-1/2 INCH (DN65) MODEL AV -1-300 ALARM CHECK VALVES (52-204-2-053)- 1 SUPPLY PRESSURE 17 GAUGE TFP910 Page 10 of 22 NO. DESCRIPTION 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 QTY. P/N 300 psi/ 2000 kPa Water Pressure Gauge 2 92-343-1-005 1/4" Gauge Test Valve 2 46-005-1-002 1/2" Swing Check Valve 1 46-049-1-004 1/2" Globe Valve 1 46-047-1-004 1/2" Y -Strainer 1 52-353-1-005 Restriction Assembly1 92-210-2-005 2" Angle Valve 1 46-048-1-009 Drip Funnel Connector 1 92-211-1-005 Drip Funnel Bracket 1 92-211-1-003 Drip Funnel 1 92-343-1-007 1/4" Plug 2 CH 1/2" x 1/4" Reducing Bushing 1 CH 1/2" Union 2 CH 1/2" 90° Elbow 3 CH 1/2" 45° Elbow 1 CH 1/2" x 1/4" x 1/2" Tee1 CH 1/2" x 1/2" x 3/4" Tee1 CH 1/2" Tee 2 CH 1/4" x Close Nipple 1 CH 1/4" x 4" Nipple 1 CH 1/2" x Close Nipple 3 CH 1/2 INCH NPT CONNECTION FOR WATERFLOW PRESSURE ALARM SWITCH LOCATION FOR OPTIONAL ELECTRICALLY SUPERVISED N.O. ALARM CONTROL VALVE MODEL RC -1 RETARD CHAMBER ORDERED SEPARATELY (FOR VARIABLE PRESSURE SYSTEMS) 3/4 INCH NPT CONNECTION FOR WATER MOTOR ALARM 1/2 INCH NPT CONNECTION FOR WATERFLOW PRESSURE ALARM SWITCH NO. DESCRIPTION QTY. P/N 22 1/2" x 1-1/2" Nipple 4 CH 23 1/2" x 2" Nipple 2 CH 24 1/2" x 3" Nipple 1 CH 25 1/2" x 3-1/2" Nipple 1 CH 26 1/2" x 5" Nipple 1 CH 27 1/2" x 5-1/2" Nipple 1 CH 28 1/2" x 6-1/2" Nipple 1 CH 29 Select Nipple per Table 2 CH 30 Select Nipple per Table 2 CH 31 2" x 3" Nipple 1 CH Nipple Select Appropriate Nipple Sizes Number per AV -1 Alarm Check Valve Size 4 Inch (DN100) 6 Inch (DN150) 29 1/2" x 1-1/2" 1/2" x 2-1/2" 30 1/2" x 3-1/2" 1/2" x 4-1/2" NOTES: 1. Install subassemblies in alphabetical order. 2. All Fittings and Nipples are galvanized (Standard Order). 3. CH: Common Hardware. 1/2" x 1-1/2" (4 INCH VALVE) or 1/2" x 2-1/2" (6 INCH VALVE) ALARM TEST VALVE (NORMALLY CLOSED) 3/4 INCH NPT CONNECTION FOR WATER MOTOR 29 ALARM 18 r 28 �\ s jY- 21 H14 22 LOCATION FOR OPTIONAL ELECTRICALLY SUPERVISED N.O. ALARM CONTROL VALVE 23 14 4 1/2" x 3-1/2" (4 INCH VALVE) or 1/2" x 4-1/2" (6 INCH VALVE) 12 2 - 11 F RESTRICTION ASSEMBLY, SEE FIGURE 3 18 22 6 15 21 21 8 10 9 K 22 A c 23 B 7 1 1-1/4 INCH NPT CONNECTION TO DRAIN DRIP FUNNEL 31 MAIN DRAIN VALVE (NORMALLY CLOSED) 2 INCH NPT CONNECTION TO DRAIN „h 19 11 SYSTEM PRESSURE GAUGE E SUPPLY PRESSURE GAUGE 16 MODEL AV -1 ALARM VALVE, 6 INCH (DN150) FLANGE x FLANGE SHOWN FIGURE 5 — PART 2 OF 3 VERTICAL OPEN DRAIN TRIM — SPECIAL ORDER — SEMI-PREASSEMBLED —FOR 4 & 6 INCH (DN100 & DN150) MODEL AV -1-300 ALARM CHECK VALVES (52-204-2-954)— TFP910 Page 11 of 22 NO. DESCRIPTION QTY. P/N 1 300 psi/ 2000 kPa Water Pressure Gauge 2 92-343-1-005 2 1/4" Gauge Test Valve 2 46-005-1-002 3 3/4" Swing Check Valve 1 46-049-1-005 4 1/2" Globe Valve 1 46-047-1-004 5 1/2" Y -Strainer 1 52-353-1-005 6 Restriction Assembly1 92-210-2-005 7 2" Angle Valve 1 46-048-1-009 8 Drip Funnel Connector 1 92-211-1-005 9 Drip Funnel Bracket 1 92-211-1-003 10 Drip Funnel 1 92-343-1-007 11 1/4" Plug 2 CH 12 1/2" Union 1 CH 13 3/4" Union 1 CH 14 1/2" 90° Elbow 1 CH 15 1/2" 45° Elbow 1 CH 16 1/2" Tee 2 CH 17 1/2" x 1/2" x 3/4" Tee1 CH 18 3/4" x 1/4" x 3/4" Tee2 CH 19 3/4" x 3/4" x 1/2" Tee1 CH 1/2 INCH NPT 3/4 INCH NPT CONNECTION CONNECTION FOR FOR WATERFLOW WATER MOTOR PRESSURE ALARM ALARM SWITCH LOCATION FOR OPTIONAL ELECTRICALLY SUPERVISED N.O. ALARM CONTROL VALVE MODEL RC -1 RETARD CHAMBER ORDERED SEPARATELY (FOR VARIABLE PRESSURE SYSTEMS) 1/2 INCH NPT CONNECTION FOR WATERFLOW PRESSURE ALARM SWITCH NO. DESCRIPTION QTY. P/N 20 1/4" x 1-1/2" Nipple 2 CH 21 1/2" x Close Nipple 3 CH 22 1/2" x 1-1/2" Nipple 1 CH 23 1/2" x 2" Nipple 1 CH 24 1/2" x 3-1/2" Nipple 2 CH 25 1/2" x 4-1/2" Nipple 2 CH 26 1/2" x 6-1/2" Nipple 1 CH 27 3/4" x Close Nipple 2 CH 28 3/4" x 1-1/2" Nipple 1 CH 29 3/4" x 2-1/2" Nipple 1 CH 30 3/4" x 3" Nipple 1 CH 31 3/4" x 4-1/2" Nipple 1 CH 32 2" x 3" Nipple 1 CH NOTES: 1. Install subassemblies in alphabetical order. 2. All Fittings and Nipples are galvanized (Standard Order). 3. CH: Common Hardware. ALARM TEST VALVE (NORMALLY CLOSED) SYSTEM PRESSURE GAUGE 3/4 INCH NPT CONNECTION FOR WATER MOTOR ALARM LOCATION FOR OPTIONAL ELECTRICALLY SUPERVISED N.O. ALARM CONTROL VALVE RESTRICTION ASSEMBLY, SEE FIGURE 3 H 5 16 23 14 G B 20 18 27 13 11 4011 26 Y?4•2#6?* 25 `r 1-1/4 INCH NPT CONNECTION TO DRAIN 15 21 10 9 DRIP FUNNEL MAIN DRAIN VALVE (NORMALLY CLOSED) 7 32 2 INCH NPT CONNECTION TO DRAIN 20 18 28 19 MODEL AV -1 ALARM VALVE, 8 INCH (DN200) FLANGE x GROOVE SHOWN FIGURE 5 — PART 3 OF 3 VERTICAL OPEN DRAIN TRIM — SPECIAL ORDER — SEMI-PREASSEMBLED —FOR 8 INCH (DN200) MODEL AV -1-300 ALARM CHECK VALVES (52-204-2-955)— 2 SUPPLY PRESSURE GAUGE TFP910 Page 12 of 22 NO. DESCRIPTION 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 QTY. P/N 300 psi/ 2000 kPa Water Pressure Gauge 2 92-343-1-005 1/4" Gauge Test Valve 2 46-005-1-002 1/2" Swing Check Valve 2 46-049-1-004 1/2" Globe Valve 1 46-047-1-004 1/2" Y -Strainer 1 52-353-1-005 Restriction Assembly1 92-210-2-005 2" Globe Valve 1 46-047-1-009 1/4" Plug 2 CH 1/2" Union 3 CH 1/2" 90° Elbow 5 CH 1/2" x 1/4" x 1/2" Tee1 CH 1/2" x 1/2" x 3/4" Tee1 CH 1/2" Tee 1 CH 2" x 2" x 1/2" Tee 1 CH 1/4" x Close Nipple 1 CH 1/4" x 4" Nipple 1 CH 1/2" x 1-1/2" Nipple 8 CH 1/2" x 2" Nipple 3 CH 1/2" x 3" Nipple 2 CH 1/2" x 3-1/2" Nipple 1 CH 3/4 INCH NPT CONNECTION FOR WATER MOTOR ALARM LOCATION FOR OPTIONAL ELECTRICALLY SUPERVISED N.O. ALARM CONTROL VALVE 1/2 INCH NPT CONNECTION FOR WATERFLOW PRESSURE ALARM SWITCH 3/4 INCH NPT CONNECTION FOR WATER MOTOR 12 ALARM 1/2 INCH NPT CONNECTION FOR WATERFLOW PRESSURE ALARM SWITCH NO. DESCRIPTION QTY. 21 1/2" x 5" Nipple 1 22 1/2" x 5-1/2" Nipple 1 23 Select Nipple per Table 2 24 Select Nipple per Table 2 25 Select Nipple per Table 2 26 2" x 2-1/2" Nipple 2 P/N CH CH CH CH CH CH Nipple Number Select Appropriate Nipple Sizes per AV -1 Alarm Check Valve Size 4 Inch (DN100) 6 Inch (DN150) 23 1/2" x 1-1/2" 1/2" x 2-1/2" 24 1/2" x 3-1/2" 1/2" x 4-1/2" 25 1/2" x 7" 1/2" x 8" NOTES: 1. All Fittings and Nipples are galvanized (Standard Order). 2. CH: Common Hardware. ORDERED SEPARATELY (FOR VARIABLE PRESSURE SYSTEMS) SYSTEM PRESSURE GAUGE SUPPLY PRESSURE GAUGE MODEL RC -1 RETARD CHAMBER ALARM TEST VALVE (NORMALLY CLOSED) 24 4 20 HANDHOLE COVER MUST BE AT LEAST 30 INCHES AWAY FROM A WALL LOCATION FOR OPTIONAL ELECTRICALLY SUPERVISED N.O. ALARM CONTROL VALVE 17 6 1/2" x 1-1/2" 10 (4 INCH 18 VALVE) — or — 9 1/2" x 2-1/2" (6 INCH VALVE) 1/2" x 7" (4 INCH VALVE) — or - 1/2" x 8" (6 INCH VALVE) 18 19 23 13 1/2" x 3-1/2" (4 INCH VALVE) — or — 1/2" x 4-1/2" (6 INCH VALVE) 22 RESTRICTION ASSEMBLY, SEE FIGURE 3 10 9 10 17 9 Jr, 18 10 17 5 17 10 MODEL AV -1 ALARM VALVE, 6 INCH (DN150) FLANGE x FLANGE SHOWN MAIN DRAIN VALVE (NORMALLY CLOSED) 3 17 2 INCH NPT CONNECTION TO DRAIN FIGURE 6 — PART 1 OF 2 HORIZONTAL CLOSED DRAIN TRIM — SPECIAL ORDER —FOR 4 & 6 INCH (DN100 & DN150) MODEL AV -1-300 ALARM CHECK VALVES (52-204-2-057)— TFP910 Page 13 of 22 NO. DESCRIPTION QTY. P/N 1 300 psi/ 2000 kPa Water Pressure Gauge 2 92-343-1-005 2 1/4" Gauge Test Valve 2 46-005-1-002 3 1/2" Swing Check Valve 1 46-049-1-004 4 3/4" Swing Check Valve 1 46-049-1-005 5 1/2" Globe Valve 1 46-047-1-004 6 1/2" Y -Strainer 1 52-353-1-005 7 Restriction Assembly1 92-210-2-005 8 2" Globe Valve 1 46-047-1-009 9 1/4" Plug 2 CH 10 1/2" Union 2 CH 11 3/4" Union 1 CH 12 1/2" 90° Elbow 3 CH 13 1/2" Tee 1 CH 14 1/2" x 1/2" x 3/4" Tee1 CH 15 3/4" x 1/4" x 3/4" Tee2 CH 16 3/4" x 3/4" x 1/2" Tee1 CH 17 2" x 2" x 1/2" Tee 1 CH 18 1/4" x 1-1/2" Nipple 2 CH 19 1/2" x 1-1/2" Nipple 5 CH 20 1/2" x 2" Nipple 2 CH 21 1/2" x 3" Nipple 1 CH 3/4 INCH NPT 1/2 INCH NPT CONNECTION CONNECTION FOR WATER FOR WATERFLOW MOTOR PRESSURE ALARM ALARM SWITCH ORDERED \ SEPARATELY LOCATION c`(FOR VARIABLE FOR OPTIONAL c7 PRESSURE ELECTRICALLY SYSTEMS) NO. DESCRIPTION QTY. P/N 22 1/2" x 3-1/2" Nipple 2 CH 23 1/2" x 4-1/2" Nipple 2 CH 24 1/2" x 9-1/2" Nipple 1 CH 25 3/4" x Close Nipple 2 CH 26 3/4" x 1-1/2" Nipple 1 CH 27 3/4" x 2-1/2" Nipple 1 CH 28 3/4" x 3" Nipple 1 CH 29 3/4" x 4-1/2" Nipple 1 CH 30 2" x 2-1/2" Nipple 1 CH 31 2" x 3° Nipple 1 CH SUPERVISED N.O. ALARM CONTROL VALVE NOTES: 1. All Fittings and Nipples are galvanized (Standard Order). 2. CH: Common Hardware. 9 18 15 25 11 27 2 25 SYSTEM PRESSURE GAUGE 9 29 SUPPLY PRESSURE GAUGE 2 18 15 MODEL RC -1 RETARD CHAMBER 23 HANDHOLE COVER MUST BEAT LEAST 30 INCHES AWAY FROM A WALL 1/2 INCH NPT CONNECTION FOR WATERFLOW PRESSURE ALARM SWITCH 3/4 INCH NPT CONNECTION FOR WATER MOTOR 14 ALARM 22 5 LOCATION FOR OPTIONAL ELECTRICALLY SUPERVISED N.O. ALARM CONTROL VALVE 19 7 19 12 20 10 22 13 RESTRICTION ASSEMBLY, SEE FIGURE 3 24 ALARM TEST VALVE (NORMALLY CLOSED) MAIN DRAIN VALVE (NORMALLY CLOSED) 20 21 10 19 6 12 19 12 30 17 MODEL AV -1 ALARM VALVE, 8 INCH (DN200) FLANGE x GROOVE SHOWN 3 19 2 INCH NPT CONNECTION TO DRAIN FIGURE 6 — PART 2 OF 2 HORIZONTAL CLOSED DRAIN TRIM — SPECIAL ORDER —FOR 8 INCH (DN200) MODEL AV -1-300 ALARM CHECK VALVES (52-204-2-058) — TFP910 Page 14 of 22 D GxG& FxG ELEVATION VIEW Vertical Closed Drain Trim Dimension Dimensions in Inches and (mm) With RC -1 Without RC -1 A 16-1/2 (419) 13-1/2 (343) B 10-1/2 (267) 10-1/2 (267) C 10-1/2 (267) 10 (254) D 8-7/8 (225) 8-7/8 (225) E 12-1/4 (311) 12-1/4 (311) F 16-1/2 (419) N/A G 3 (75) 3 (75) PLAN VIEW D GxG& FxG ELEVATION VIEW Vertical Open Drain Trim Dimension Dimensions in Inches and (mm) With RC -1 Without RC -1 A 15-1/2 (394) 13-1/2 (343) B 10-1/2 (267) 10-1/2 (267) C 10-1/2 (267) 10 (254) D 8-7/8 (225) 8-7/8 (225) E 12-1/4 (311) 12-1/4 (311) F 16-1/2(419) N/A G 3 (75) 3 (75) FIGURE 7 — PART 1 OF 3 INSTALLATION DIMENSIONS —FOR 2-1/2 INCH (DN65) MODEL AV -1-300 ALARM CHECK VALVES— TFP910 Page 15 of 22 PLAN VIEW RC -1 F G ELEVATION VIEW Vertical Closed Drain Trim Dimension Dimensions in Inches and (mm) With RC -1 Without RC -1 4 Inch (DN100) 6 Inch (DN150) 4 Inch (DN100) 6 Inch (DN150) A 19 (483) 19 (483) 19 (483) 19 (483) B 10-1/2 (267) 11-1/4 (286) 10-1/2 (267) 11-1/4 (286) C 10-1/2 (267) 11-1/2 (292) 10-1/2 (267) 11-1/2 (292) D (G x G) 10-1/4 (260) 12-1/4 (311) 10-1/4 (260) 12-1/4 (311) D (F x F) 10 (254) 12 (305) 10 (254) 12 (305) D (F x G) 10 (254) 12 (305) 10 (254) 12 (305) E 12-1/2 (318) 15 (381) 12-1/2 (318) 15 (381) F 15-1/2 (394) 15-1/2 (394) 11-1/2 (292) 11-1/2 (292) G 3 (75) 2-3/4 (70) 3 (75) 2-3/4 (70) RC -1 F E G ELEVATION VIEW Vertical Open Drain Trim Dimension Dimensions in Inches and (mm) With RC -1 Without RC -1 4 Inch (DN100) 6 Inch (DN150) 4 Inch (DN100) 6 Inch (DN150) A 19 (483) 19 (483) 19 (483) 19 (483) B 10-1/2 (267) 11-1/4 (286) 10-1/2 (267) 11-1/4 (286) C 10-1/2 (267) 11-1/2 (292) 10-1/2 (267) 11-1/2 (292) D (G x G) 10-1/4 (260) 12-1/4 (311) 10-1/4 (260) 12-1/4 (311) D (F x F) 10 (254) 12 (305) 10 (254) 12 (305) D (F x G) 10 (254) 12 (305) 10 (254) 12 (305) E 12-1/2 (318) 15 (381) 12-1/2 (318) 15 (381) F 15-1/2 (394) 15-1/2 (394) 11-1/2 (292) 11-1/2 (292) G 3 (75) 2-3/4 (70) 3 (75) 2-3/4 (70) RC -1 ELEVATION VIEW PLAN VIEW Horizontal Closed Drain Trim Dimension Dimensions in Inches and (mm) With RC -1 Without RC -1 4 Inch (DN100) 6 Inch (DN150) 4 Inch (DN100) 6 Inch (DN150) A (G x G) 10-1/4 (260) 12-1/4 (311) 10-1/4 (260) 12-1/4 (311) A (F x F) 10 (254) 12 (305) 10 (254) 12 (305) A (F x G) 10 (254) 12 (305) 10 (254) 12 (305) B 15 (381) 15 (381) 10-1/2 (267) 11-1/2 (292) C 3-1/4 (83) 3-1/4 (83) 3-1/4 (83) 3-1/4 (83) D 14 (356) 15 (381) 14 (356) 15 (381) E 13-3/4 (349) 14-3/4 (375) 13-3/4 (349) 14-3/4 (375) FIGURE 7— PART 2OF3 INSTALLATION DIMENSIONS —FOR 4 & 6 INCH (DN100 & DN150) MODEL AV -1-300 ALARM CHECK VALVES— TFP910 Page 16 of 22 PLAN VIEW D FxF FxG& GxG ELEVATION VIEW PLAN VIEW D FxF FxG& GxG ELEVATION VIEW ELEVATION VIEW RC -1 A FxF ~ FxG& GxG PLAN VIEW Vertical Closed Drain Trim Dimension Dimensions in Inches and (mm) With RC -1 Without RC -1 A 18-1/2 (470) 15-3/4 (400) B 16-1/8 (410) 16-1/8 (410) C 12 (305) 12 (305) D 14 (356) 14 (356) E 16-1/2 (419) 16-1/2 (419) F 15-1/2 (394) N/A G 2-1/2 (64) 2-1/2 (64) Vertical Open Drain Trim Dimension Dimensions in Inches and (mm) With RC -1 Without RC -1 A 18-1/2 (470) 15-3/4 (400) B 16-1/8 (410) 16-1/8 (410) C 12 (305) 12 (305) D 14 (356) 14 (356) E 16-1/2 (419) 16-1/2 (419) F 15-1/2 (394) N/A G 3-1/2 (89) 3-1/2 (89) Horizontal Closed Drain Trim Dimension Dimensions in Inches and (mm) With RC -1 Without RC -1 A 14 (356) 14 (356) B 15 (381) 12 (305) C 1-1/2 (38) N/A D 19-1/2 (495) 19-1/2 (495) E 16-1/2 (419) 16-1/2 (419) FIGURE 7 — PART 3 OF 3 INSTALLATION DIMENSIONS —FOR 8 INCH (DN200) MODEL AV -1-300 ALARM CHECK VALVES— NO. DESCRIPTION QTY. P/N 1 3/4" x 1/4" Hex Bushing1 CH 2 3/32" Vent Fitting 1 92-032-1-002 3 1/4" x 5'-0" Tubing 1 CH PRESSURE SWITCH 1 3 (ROUTE TO DRAIN) 2 MODEL RC -1 (GREEN RETARD TINT) CHAMBER Trim kit is ordered separately when a Water Motor Alarm (P/N 52-201-2-012) is not installed. FIGURE 8 ALARM VENT TRIM KIT Setting Procedure Steps 1 through 11 are to be performed when initially setting the Model AV -1-300 Alarm Check Valve or after system operation due to a fire. NOTICE Filling the system with water will result in operation of the associated alarms. Consequently, notification must first be given to the owner and fire department, central station, or other signal station to which the alarms are connected. Notify the proper authorities and all personnel who may be affected that an alarm test is to be performed. After placing a fire protection system in service, notify the proper authorities and advise those responsible for moni- toring proprietary and/or central station alarms. 1. Open the 1/4 inch Gauge Test Valves for the Supply and System Pressure Gauges. 2. Check to see that the Hand -hole Cover bolts are tight. If not, cross - tighten them. 3. Close the Alarm Test Valve. 4. Open the remote cross main or branch line vent connection. (Refer to Step 7 in the Installation section.) 5. Slowly open the main control valve until the sound of flowing water just begins and then open the valve one more turn. 6. Close the remote branch line vent connection after the discharge of aerated water ceases, and the outlet has flowed full for at least 15 seconds. 7. Fully open the main control valve. 8. Open the end -of -line Inspec- tor's Test Connection (or Alarm Test Valve, if acceptable to the authority having jurisdiction) and verify that the system alarms operate. 9. Close the end -of -line Inspector's Test Connection (or Alarm Test Valve). 10. Verify that water ceases to flow from the alarm line drain. If water continues to flow, follow the corrective procedure described in the Care and Maintenance section. The Restriction Assembly has a 1/8 inch (3,2 mm) diameter drain orifice. Sufficient time must be allowed for drainage of the Retard Chamber and the piping to the water motor alarm. 11. After verification that the flow of water out of the alarm line drain has stopped, the alarm valve is set and is ready for service. Care and Maintenance The following procedures and inspections should be performed as indicated, in addition to any specific requirements of the NFPA. Any impair- ment must be immediately corrected. NOTICE Performing the care and maintenance procedures will result in operation of the associated alarms. Consequently, notification must first be given to the owner and fire department, central station, or other signal station to which the alarms are connected. Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, obtain permission to shut down the affected fire protec- tion system from the proper authori- ties and notify all personnel who may be affected by this decision. TFP910 Page 17 of 22 Responsibility lies with the owner for the inspection, testing, and mainte- nance of their fire protection system and devices in compliance with this document, as well as with the appli- cable standards of the National Fire Protection Association (for example, NFPA 25), in addition to the standards of any authority having jurisdiction. Contact the installing contractor or product manufacturer regarding any questions. Automatic sprinkler systems are recommended to be inspected, tested, and maintained by a qualified Inspec- tion Service in accordance with local requirements and/or national codes. The TYCO Model AV -1-300 Alarm Check Valves do not require any regularly scheduled maintenance. It is recommended, however, that proper operation of the alarms be periodically verified in accordance with a procedure that is acceptable to the authority having jurisdiction. Any impairment must be immediately corrected. Inspection Procedure It is recommended that the following inspection procedure be performed at least quarterly by a qualified Inspection Service. 1. Notify the proper authorities and all personnel who may be affected that an alarm test is to be performed. 2. Open the end -of -line Inspec- tor's Test Connection (or Alarm Test Valve, if acceptable to the authority having jurisdiction) and verify that the system alarms operate in accordance with the requirements of the authority having jurisdiction. Verify that the water motor alarm and/or the pressure alarm switch properly actuate and within the elapsed time required by the authority having jurisdiction. 3. Verify that water is flowing out of the alarm line drain at a rate consistent with the 1/8 inch (3,2 mm) diameter drain orifice in the Restriction Assembly. 4. Close the end -of -line Inspector's Test Connection (or Alarm Test Valve). 5. Verify that water ceases to flow from the alarm line drain. 6. Clean the 1/2 inch Strainer (located in the valve trim) as well as the 3/4 inch Strainer (located at the connection to the water motor alarm, as applicable). Be sure to replace the strainer baskets and tighten the caps securely. TFP910 Page 18 of 22 NOTICE Cleaning of the Strainers after each operation of the alarms is especially important in the case of water supplies (such as lakes and rivers) having a large quantity of suspended matter. A clogged alarm line can prevent operation of the alarms. 7. Notify all authorities responsible for monitoring the installation that the fire protection system has been returned to service. Sprinkler System Drain -Down Draining the sprinkler system must be done in accordance with the following procedure: 1. Close the main control valve, if this has not already been done. 2. Open the remote cross main or branch line vent connection. (Refer to Step 7 in the Installation section.) 3. Open the Main Drain Valve. Check first to see that the drainage water discharge will not cause damage or result in dangerous conditions. 4. Wait until the Supply Pressure Gauge reads zero pressure and the sound of draining water has stopped before performing any maintenance work on the fire protection system. Leakage from Alarm Line Drain Follow the steps indicated below until water ceases to flow from the alarm line drain. After each step check if leakage has stopped. 1. Open the Main Drain Valve. Let the water flow for about 5 seconds and then close the Main Drain Valve. This should flush any loose debris that may have become trapped between the Clapper Facing and the Seat Ring or in the seating area of the Drain Valve. 2. Repeat Step 1 if the rate of continued flow out of the drain was noticeably reduced. 3. Open the Alarm Test Valve and allow water to flow for about 5 seconds before re -closing the valve. This should flush any loose debris that may have become trapped in the seating area of the Alarm Test Valve. 4. Repeat Step 3 if the rate of continued flow out of the drain was noticeably reduced. 5. Determine whether the water is flowing from the Alarm Port (Figure 1) or past the Alarm Test Valve. If the leakage is past the Alarm Test Valve, close the main control valve, and then repair or replace the Alarm Test Valve as necessary. 6. If it appears that the leakage noted in Step 5 is from the Alarm Port, drain the system in accordance with the prescribed procedure. After the system has been drained, remove the Handhole Cover. 7. While holding the Spring down by the coils, remove the Hinge Pin. Remove the Spring and Waterway Clapper Assembly. 8. Using a light, check for and remove any debris that may have become lodged within the Seat Ring groove. Inspect the Seat Ring seat for any damage. If the Seat Ring has become dented across the seat then the Alarm Check Valve will have to be replaced. It is impractical to re -face a Seat Ring in the field. 9. Check for and remove any debris that may have become lodged in the Clapper Facing. If a minor imperfection remains in the Clapper Facing, then turn it over after thoroughly cleaning both surfaces with a clean cloth. Replace the Clapper Facing if necessary. Be sure to securely re -tighten the retaining fastener for the Clapper Washer. 10. Replace the Spring and Waterway Clapper Assembly as shown in Figure 1. While holding the coils of the Spring down, re-insert the Hinge Pin. Be sure that the Hinge Pin is pushed all the way to the rear of the valve. 11. Replace the Handhole Cover. Return the Alarm Valve to operation in accordance with the steps described in the Setting Procedure section. Clogged Alarm Line Drain If water either does not flow or only dribbles out of the alarm line drain during an alarm test, then it is likely that the screen protecting the Restric- tion Assembly drain orifice (Ref. Figure 3) has become clogged. NOTICE For variable pressure systems, a clogged alarm line drain will increase the likelihood of a false alarm. First break the union downstream of the Drain Restriction and remove the Drain Restriction for cleaning by back- flushing the screen. Re -install the Drain Restriction and re -assemble the drain line. Loss of Excess System Pressure For variable pressure systems, the System Pressure Gauge normally indicates a pressure greater than that shown by the Supply Pressure Gauge. Also, the value should be close to that of the peak supply pressure that has occurred after the system was placed in service. NOTICE For variable pressure systems, loss of excess system pressure will increase the likelihood of a false alarm. Follow the procedure indicated below to correct a loss of excess system pressure condition. 1. Check for signs of continued leakage from the alarm line drain. If rust stains and/or water deposits indicate that continued leakage has been taking place, take corrective action according to the procedure described in the sub -section entitled "Leakage from Alarm Line Drain". 2. If there are no signs of continued leakage from the alarm line drain, close the main control valve, slowly remove the plug from the supply pressure gauge test valve to relieve the supply pressure, and then slowly open the union in the exter- nally mounted bypass. 3. Check for leakage past the Bypass Check Valve. If there is leakage, debris may have become lodged between its clapper and seat. Drain the system in accordance with the prescribed procedure and then clean or replace the Bypass Check Valve as required. 4. Re -assemble the externally mounted bypass, replace the plug into the Gauge Test Valve, and return the fire protection system to operation in accordance with the steps described in the Operation section. 5. If there are no signs of leakage past either the Alarm Check Valve Clapper per Step 1 or the Bypass Check Valve per Step 2, inspect the sprinkler system for leakage. Excess Pressure Due To Thermal Expansion Wet pipe sprinkler systems subject to ambient temperatures in excess of 100°F/38°C can experience significant increases in system pressure due to the thermal expansion of the water. In particular, a gridded wet -pipe system with a relatively small air pocket and no relief valve can be subjected to an increase of more than 100 psi (6,9 bar), due to an increase in ambient tempera- ture of approximately 50°F/28°C. As necessary, install a pressure relief valve, in accordance with the require- ments of the authority having jurisdic- tion, to automatically relieve the excess pressure that could otherwise be created in wet -pipe systems exposed to significant increases in ambient temperature. False Alarms Follow the step below when repeated false alarms occur in a variable pressure system. 1. Check for and correct the cause of continued leakage out the alarm line drain. 2. Check for and clean a clogged alarm line drain. 3. Check for and correct the cause of a loss in excess system pressure. 4. Drain the sprinkler system and re -fill it using the steps described in the Setting Procedure section. 5. Intermittent Alarms If the pressure alarm switch gives a steady signal, but the water motor generates an intermittent alarm, check for binding in the water motor alarm drive shaft. If the water motor alarm and/or the pressure alarm switch provide an inter- mittent alarm, it is likely the conse- quence of an excessive amount of air being trapped within the sprinkler system. Drain down the sprinkler system and refill it using the steps described in the Setting Procedure section. A discontinuance of an alarm may also be caused by the Clapper closing due to a sudden drop in supply pressure or the shut-off of a pump in the supply line. These types of problems can only be corrected by maintaining a steady supply pressure. Limited Warranty Products manufactured by Tyco Fire Suppression & Building Products (TFSBP) 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 TFSBP. No warranty is given for products or components manufac- tured by companies not affiliated by ownership with TFSBP or for products and components which have been subject to misuse, improper instal- lation, corrosion, or which have not been installed, maintained, modified or repaired in accordance with applicable Standards of the National Fire Protec- tion Association, and/or the standards of any other Authorities Having Juris- diction. Materials found by TFSBP to be defective shall be either repaired or replaced, at TFSBP's sole option. TFSBP neither assumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of products. TFSBP 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 TFSBP 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 TFSBP was informed about the possi- bility of such damages, and in no event shall TFSBP'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 warran- ties of merchantability and fitness for a particular purpose. This limited warranty sets forth the exclusive remedy for claims based on failure of or defect in products, materials or components, whether the claim is made in contract, tort, strict liability or any other legal theory. This warranty will apply to the full extent permitted by law. The invalidity, in whole or part, of any portion of this warranty will not affect the remainder. TFP91O Page 19 of 22 TFP910 Page 20 of 22 Ordering Procedure Contact your local distributor for avail- ability. When placing an order, indicate the full product name. Refer to Table A (Page 3) for Flange Drilling Speci- fications. The Price Book provides part numbers for factory pre -trimmed Model AV -1-300 Valves. Standard AV -1-300 Alarm Check Valve (Assumes American Standard Flange Drilling, American Threaded Ports, and American Groove Outside Diameter, as applicable) Specify: (size in inches) Model AV -1-300 Alarm Check Valve with (end connections), P/N (specify). 2-1/2 Inch Valves 2.88 inch (73,0 mm) Groove 0.D. x 2.88 inch (73,0 mm) Groove 0.D. 2-1/2 Inch G x G P/N 52-203-1-110 ANSI Flange x 2.88 inch (73,0 mm) Groove 0.D. 2-1/2 Inch F x G P/N 52-203-1-210 4 Inch Valves 4.50 inch (114,3 mm) Groove 0.D. x 4.50 inch (114,3 mm) Groove 0.D. 4 Inch G x G P/N 52-203-1-113 ANSI Flange x 4.50 inch (114,3 mm) Groove 0.D. 4 Inch F x G P/N 52-203-1-413 ANSI Flange x ANSI Flange 4 Inch F x F P/N 52-203-1-013 6 Inch Valves 6.62 inch (168,3 mm) Groove 0.D. x 6.62 inch (168,3 mm) Groove 0.D. 6 Inch G x G P/N 52-203-1-115 ANSI Flange x 6.62 inch (168,3 mm) Groove 0.0. 6 Inch F x G P/N 52-203-1-615 ANSI Flange x ANSI Flange 6 Inch F x F P/N 52-203-1-015 8 Inch Valves 8.62 inch (219,1 mm) Groove 0.D x 8.62 inch (219,1 mm) Groove 0.D. 8 Inch G x G P/N 52-203-1-916 ANSI Flange x 8.62 inch (219,1 mm) Groove 0.D. 8 Inch F x G P/N 52-203-1-816 ANSI Flange x ANSI Flange 8 inch F x F P/N 52-203-1-016 AV -1-300 Valve Trim Standard Order Specify: Vertical, Closed Drain Galva- nized Trim for (size) Model AV 1-300 Alarm Check Valve, P/N (specify). Vertical Closed Drain, Galvanized (See Figure 3.) 2-1/2 inch P/N 52-204-2-050 4 or 6 inch* P/N 52-204-2-951 8 inch* P/N 52-204-2-952 *Provided semi-preassembled Special Order Specify: (Vertical or Horizontal), (Closed or Open) Drain Galvanized Trim for (size) Model AV -1-300 Alarm Check Valve, P/N (specify). Vertical Open Drain, Galvanized (See Figure 4.) 2-1/2 inch P/N 52-204-2-053 4 or 6inch* P/N 52-204-2-954 8 inch* P/N 52-204-2-955 *Provided semi-preassembled Horizontal Closed Drain, Galvanized (See Figure 5.) 4 or 6 inch P/N 52-204-2-057 8 inch P/N 52-204-2-058 Accessories Order the following accessories, as applicable. Model RC -1 Retard Chamber P/N 52-211-1-002 Required for variable pressure water sup- ply conditions Alarm Vent Trim P/N 52-201-2-012 Required when a water motor alarm is not installed Model PS10-2A Potter Electric Waterflow Pressure Alarm Switch P/N 54-281-1-002 Required for electric signal indicating waterflow Model WMA -1 Water Motor Alarm P/N 52-630-1-001 Required for a mechanical waterflow alarm Optional 600 PSI Water Pressure Gauge P/N 92-343-1-004 Replacement Parts Valve Specify: (description) for use with (size) Model AV -1-300 Alarm Check Valve, P/N (see Figure 1). Trim Specify: (description) for use with Model AV -1-300 Alarm Check Valve, P/N (see Figure 3, 4, or 5). Other Model AV -1-300 Configurations Other AV -1-300 Alarm Check Valves are valves ordered with any combina- tion of flange, threaded port, or groove outside diameter not offered under "Standard AV -1-300 Alarm Check Valve" offerings. Valves with NPT threaded ports are intended for use with the AV -1-300 Valve Trim described in this data sheet. Valves with ISO threaded ports are intended for use with special order trim that is provided by local distributors to meet the specific needs of certain localities. Contact your local distrib- utor regarding valves and valve trim for specific localities. Specify: (size) Model AV -1-300 Alarm Check Valve with (connections) with (NPT or ISO) threaded ports, P/N (see below). 2-1/2 Inch Valves with NPT Ports ISO (PN16) Flange x 2.88 inch (73,0 mm) Groove 0.D P/N 52-203-1-251 ANSI Flange x 3.00 inch (76,1 mm) Groove 0.D P/N 52-203-1-220 ISO (PN16) Flange x 3.00 inch (76,1 mm) Groove 0.0 P/N 52-203-1-331 AS Flange x 2.88 inch (73,0 mm) Groove 0.D P/N 52-203-1-611 AS Flange x 3.00 inch (76,1 mm) Groove 0.D. P/N 52-203-4-410 JIS Flange x 2.88 inch (73,0 mm) Groove 0.D. P/N 52-203-1-710 JIS Flange x 3.00 inch (76,1 mm) Groove 0.D. P/N 52-203-1-810 3.00 inch (76,1 mm) Groove 0.D x 3.00 inch (76,1 mm) Groove 0.D. P/N 52-203-1-120 2-1/2 Inch Valves with ISO Ports ISO (PN16) Flange x 2.88 inch (73,0 mm) Groove 0.D. P/N 52-203-1-211 ISO (PN16) Flange x 3.00 inch (76,1 mm) Groove 0.D. P/N 52-203-1-311 3.00 inch (76,1 mm) Groove 0.D x 3.00 inch (76,1 mm) Groove 0.0 P/N 52-203-4-120 2.88 inch (73,0 mm) Groove 0.0 x 2.88 inch (73,0 mm) Groove 0.D. P/N 52-203-1-921 4 Inch Valves with NPT Ports ISO (PN16) Flange x 4.50 inch (114,3 mm) Groove 0.D P/N 52-203-1-493 ISO (PN16) Flange x ISO (PN16) Flange P/N 52-203-4-013 AS Flange x AS Flange P/N 52-203-4-313 AS Flange x 4.50 inch (114,3 mm) Groove 0.0. P/N 52-203-4-413 JIS Flange x JIS Flange P/N 52-203-4-713 JIS Flange x 4.50 inch (114,3 mm) Groove 0.D P/N 52-203-4-813 4 Inch Valves with ISO Ports ISO (PN16) Flange x ISO Flange P/N 52-203-4-113 ISO (PN16) Flange x 4.50 inch (114,3 mm) Groove 0.D. P/N 52-203-4-213 4.50 inch (114,3 mm) Groove 0.D x 4.50 inch (114,3 mm) Groove 0.0 P/N 52-203-1-923 TFP910 Page 21 of 22 6 Inch Valves with NPT Ports 8 Inch Valves with NPT Ports ANSI Flange x 6.50 inch (165,1 mm) Groove 0.0. P/N 52-203-1-625 ISO (PN16) Flange x 6.62 inch (168,3 mm) Groove 0.D. P/N 52-203-1-695 ISO (PN16) Flange x 6.50 inch (165,1 mm) Groove 0.D. P/N 52-203-5-215 ISO (PN16) Flange x ISO (PN16) Flange P/N 52-203-4-015 AS Flange x AS Flange P/N 52-203-4-315 AS Flange x 6.62 inch (168,3 mm) Groove 0.D. P/N 52-203-4-415 AS Flange x 6.50 inch (165,1 mm) Groove 0.0. P/N 52-203-4-425 JIS Flange x JIS Flange P/N 52-203-4-715 JIS Flange x 6.62 inch (168,3 mm) Groove 0.D. P/N 52-203-4-815 JIS Flange x 6.50 inch (165,1 mm) Groove 0.D. P/N 52-203-5-815 6.50 inch (165,1 mm) Groove O.D x 6.50 inch (165,1 mm) Groove 0.D P/N 52-203-1-124 6 Inch Valves with ISO Ports ISO (PN16) Flange x ISO (PN16) Flange P/N 52-203-4-115 ISO (PN16) Flange x 6.62 inch (168,3 mm) Groove 0.D. P/N 52-203-4-215 ISO (PN16) Flange x 6.50 inch (165,1 mm) Groove 0.D. P/N 52-203-4-225 6.62 inch (168,3 mm) Groove O.D. x 6.62 inch (168,3 mm) Groove 0.D. P/N 52-203-1-925 6.50 inch (165,1 mm) Groove 0.D. x 6.50 inch (165,1 mm) Groove 0.D. P/N 52-203-1-125 ISO (PN10) Flange x 8.62 inch (219,1 mm) Groove 0.D. P/N 52-203-1-896 ISO (PN16) Flange x 8.62 inch (219,1 mm) Groove 0.D. P/N 52-203-4-266 ISO (PN10) Flange x ISO (PN10) Flange P/N 52-203-4-016 ISO (PN16) Flange x ISO (PN16) Flange P/N 52-203-4-118 AS Flange x AS Flange P/N 52-203-4-316 AS Flange x 8.62 inch (219,1 mm) Groove 0.0. P/N 52-203-4-416 JIS Flange x JIS Flange P/N 52-203-1-716 JS Flange x 8.62 inch (219,1 mm) Groove 0.1). P/N 52-203-4-816 8 Inch Valves with ISO Ports ISO (PN10) Flange x ISO (PN10) Flange P/N 52-203-4-116 ISO (PN16) Flange x ISO (PN16) Flange P/N 52-203-4-117 ISO (PN10) Flange x 8.62 inch (219,1 mm) Groove O.D. P/N 52-203-4-216 ISO (PN16) Flange x 8.62 inch (219,1 mm) Groove 0.D. P/N 52-203-4-226 8.62 inch (219,1 mm) Groove 0.0. x 8.62 inch (219,1 mm) Groove O.D.. P/N 52-203-1-926 TFP910 Page 22 of 22 Copyright 0 2009, 2011 Tyco Fire Suppression & Building Products. All rights reserved. NIB AHEAD OF T -E FLOW - www.nibco.com Revised 7/3/2012 Class 125 Iron Body Gate Valves Bolted Bonnet • Outside Screw and Yoke • Solid Wedge • Bronze Mounted 125 PSI/8.6 Bar Saturated Steam to 353° F/178° C 200 PSI/13.8 Bar Non -Shock Cold Working Pressure to -20° F to 150° F/-29° C to 66° C. CONFORMS TO MSS SP -70 MATERIAL LIST PART SPECIFICATION 1. Stem Brass ASTM B 16 Alloy C36000 2. Handwheel Nut 3. Identification Plate Cast Bronze ASTM B 584 Alloy C84400 Aluminum 4. Yoke Bushing 5. Handwheel Cast Bronze ASTM B 584 Alloy C84400 Cast Iron ASTM A 126 Class B 6. Bonnet Cap Nut Steel ASTM A 307 7. Bonnet Cap Cast Iron ASTM A 126 Class B or Ductile Iron ASTM A 536 8.1 Bonnet Cast Iron ASTM A 126 Class B 9. Bonnet Cap Bolt Steel ASTM A 307 10. Gland Follower Nut Brass ASTM B 16 Alloy C36000 11. Gland Follower Cast Iron ASTM A 126 Class B or Ductile Iron ASTM A 536 12. Packing Gland 13. Packing Zinc Plated Powdered Iron ASTM B 783 or Brass ASTM B 16 Alloy C36000 Synthetic Fibers with Graphite 14. Gland Follower Bolt Steel ASTM A 307 15. Backseat Bushing 16. Body Nut Cast Bronze ASTM B 584 Alloy C84400 Steel ASTM A 307 17. Body Bolt Steel ASTM A 307 18. Wedge Pin 19. Body Silicon Bronze ASTM B 371 Alloy C69400 (10" & 12") or B 140 Alloy C31600 (2"-8") Cast Iron ASTM A 126 Class B 20. Seat Ring 21. Wedge Face Ring 22.2 Wedge Cast Bronze ASTM B 584 Alloy C84400 Cast Bronze ASTM B 584 Alloy C84400 Cast Iron ASTM A 126 Class B 23. Body Gasket Synthetic Fibers 24. Stem Collar Brass ASTM B 16 Alloy C36000 1 Sizes thru 8" made with Yoke Integral with Bonnet. 10" and 12" sizes made with separate Yoke Bolted to Bonnet. 2 Sizes 2" thru 6" are all Bronze Wedges. Sizes 8" thru 12• made with Cast Iron Wedge with Bronze Wedge Face Rings. DIMENSIONS -WEIGHTS -QUANTITIES Dimensions F-617-0 T-617-0 Size F-617-0 T-617-0 In. mm. In. mm. In. mm. In. mm. In. mm. In. mm. In. mm. Lbs. Kq. Lbs. Ko. 2 50 7.00 178 5.63 143 16.31 414 8 203 6.00 152 .63 16 41 19 30 14 21/2 65 7.50 191 5.88 149 17.19 437 8 203 7.00 178 .69 17 55 25 39 18 3 80 8.00 203 6.13 156 19.50 495 8 203 7.50 191 .75 19 67 30 47 21 4 100 9.00 229 6.50 165 24.00 610 10 254 9.00 229 .94 24 107 48 77 35 5 125 10.00 254 x x 27.13 689 10 254 10.00 254 .94 24 145 66 x x 6 150 10.50 267 x x 31.06 789 12 305 11.00 279 1.00 25 178 81 x x 8 200 11.50 292 x x 40.19 1021 14 356 13.50 343 1.13 29 309 140 x x 10 250 13.00 330 x x 48.25 1226 16 406 16.00 406 1.19 30 481 218 x x 12 300 14.00 356 x x 56.88 1445 18 457 19.00 483 1.25 32 706 320 x x x Not available this size. F-617-0 Flanged T-617-0 Threaded WEN A F-617-0 Flg x Flg T-617-0 NPT x NPT FREEZING WEATHER PRECAUTION: Subsequent to testing a piping system, valves should be left in an open position to allow complete drainage. Position indicators available, see page 95. *For detailed Operating Pressure, refer to Pressure Temperature Chart on page 113. NIBCO INC. WORLD HEADQUARTERS • 1516 MIDDLEBURY SL • ELKHART, IN 46516-4740 • USA • PH: 1.800.234.0227 TECH SERVICES PH 1.888.446.4226 • FAX: 1.888.234.0557 • INTERNATIONAL OFFICE PH: +1.574.295.3327 • FAX +1.574.295.3455 www.nibco.com Steel Fre Sprinkler Pipe Wizik..;.a Tube MC 171.1 eIR04/P Wheatland Tube Fire Sprinkler. Product Wheatland Tube began producing steel fire sprinkler pipe in 1931, and today offers the most complete line of products in the industry. Engineers and contractors across the continent depend on us for steel fire sprinkler pipe and a number of proprietary products — always in stock and ready to deliver. 100% Compatibility We guarantee our steel pipe is 100% compatible with fire protection systems that use only steel pipe, Why risk incompatibility? Wheatland's complete line of steel sprinkler pipe makes design easy and brings you peace of mind.' Accurate and Efficient Our products help you work safer and smarter—not harder. With our extensive in-house capabilities, we offer the shortest production cycle times in the industry, and we deliver to you accurately and on time. every time. •Wheaband rube has never waeranted compatIb.Wty between As steel ape ;radical and CPVCproWrts. Grain and Sustainable Our steel fire sprinkler pipe contains recycled steel and provides decades of reliable service. At the end of its life, the steel may be almost fully recycled, supporting your green policies. The Strength to Deliver Wheatland Tube is a division of JMC Steel Group, the largest Independent manufacturer of steel hollow structural sections (HSS) and steel pipe in North America. We leverage our 100 -plus years of pipe and tube manufacturing experience and expertise to produce two million tons of pipe and tube annually. Backed by JMC, Wheatland has the strength to deliver a complete line of steel fire sprinkler pipe that sets the lndustry standard. Proprietary mill coating ensures clean, corrosion - resistant surface Outperforms and outlasts standard lacquer -coated pipe Easily painted, without special preparation Available with hot -dip galvanizing Also available in black 1.11.!-..:;. NOMINAL SIZE 00 SCHEDULE 40 111 Wal WI Wt (Pt Wan Ls :ft 14.0 Paled 1 1315 133 155 2.055 114 1 460 .140 2 27 2.922 197 1.900 145 277 3.602 2 2'75 154 .r56 °109 214 2.875 .203 580 7.B71 3 3.501 216 7.55 1v 783 334 4 000 .226 912 4 4 500 .237 10.80 16 ;,L 5 5.563 158 14 63 23.262 6 6 625 280 lb .79 31 498 xiui() 0 czrtd `: ttr'- jtalr 40 High quality, high performance Wheatland's Schedule 10 and Schedule 40 steel fire sprinkler pipe are subjected to the toughest possible testing to ensure the highest possible quality—not to mention reliable, long-lasting performance. 1 ECHNICr,I_ ('1ATt' CHART WT./FT. WT./PT. WT./UFT WT./LIFT WT./err NPS NON JD 3.935. H10 FILLED PCS./LIFT 2r 24' 25' 111 1 442 1807 2.514 61 2315 2645 2756 1% 1.687 2067 3049 61 2673 .1055 3183 2 2157 2 64 4=!_ 2051 1344 2417 214 2.633 .5534 5895 .10 276 2544 2651 3 3 260 413; . ' 949 19 1770 1977 2060 4 4250 5619 11.7(9 19 2247 2562 2669 $ 5 295 7 78,1 17308 13 214 742+ 1529 6 6357 9298 23038 10 1953 2237 2325 8 c149 16.96 460?:. 7 249' 2844 2968 SCHEDULE i )PECIF1GATIONS NOMINAL NPS NOM OD NOM ID NOMINALWALL MIGHT UL PISCES In Nun 16 me In, mm Do kg/m Mr 411 114 1660 422 1442 366 109 277 IS 269 73 61 1'f. 1900 421 1bd2 477 h>9 2IT a7113 ;n 5d 61 2 2 375 60 3 2.157 54 8 109 2 77 264 3.93 4 7 37 215 1.".'S 730 2.633 66 9 120 3.75 3 cP 5 )6 3.5 Yr 3 3.500 58 9 3 260 828 320 305 434 6 46 2.6 19 4 4 500 1141 4 2i -t' 3082 f20 305 '.6. a 4' lb i9 5 5563 3413 5295 1345 134 340 778 11.14 15 13 6 r 41S 168 3 6 35; 1615 131 .; 40 938 1345 1.1 10 e 8.625 2191 4 249 2095 188 4 18 18 95 25.26 2 I ' calculated using Steadier (t1 CRR fonnu*s, (8. Fire Protection Directory, Category VIZI: rim CRR It a nth mate used to measure the ability or. phpa to withstand conos7en. 7brewded Schedule 40 steel pipe is steel as the benchtnw* (value or 1.0). k1019rM1AL NPS NOM OD NOM ID NOMINAL WALL WEIGHT UL Pieces In. on 111 mm m men Ms / ■ k9/111 CAR' 141 11 1.315 334 1042 266 133 338 168 250 100 701 11e. 1880 721 1.9,0 351 141, 3SF 727 334 100 51 113 1900 48 3 i b10 409 145 368 2.72 4 05 100 44 2 1 3375 60.3 2 06' St 5 154 ; 91 3.46 1 15 1000 30 • Calculated using Stessietst IA CPR formu4, UL Fay Protection Olrectory, Categori, 4/211 • The CRR is a nth value used to measure Me ability ora pipe to withstand canastsa. 7kra11dad Schedule 40 steal pipe /s used as the benchmark Oahe *1101 Schedule 10 and Schedule 40 Meet Or Exceed These Standards'. • UL, C -UL and FM Listed • ASTM A53, Type E. Grade B (Schedule 40 5-6) • FM Approved • ASTM A795, Type E. Grade A (Schedule 40) • ASTM A135. Type E. • NFPA 13 Grade A (Schedule 10) CAST IRON FITTINGS Nv! Anvil standard and extra heavy cast iron threaded fittings are manufactured in accordance with ASME-B16.4 (except plugs and bushings, ASME B1614). Dimensions also conform to Federal Specifications, WW -P-501 (except plugs and bushings WW -P-471). C E U8 APPROVED For Ustings/Approval Details and Limitations, visit ourwebsite at www.amrilirtl.com or contact an Anvil Sales Representative. Cast Iron Threaded Fittings Pressure - Temperature Ratings Temperature Pressure Class 125 Gass 250 i°F) (°C/ psi bar psi bar -20° to 150° -28.9 to 65.6 175 12.1 400 27.6 200° 93.3 165 11.4 370 25.5 250° 121.1 150 10.3 340 23.4 300° 148.9 140 9.7 310 21.4 350° 176.7 125 8.6 300 20.7 400° 204.4 — — 250 17.2 • an Amerlcar National standard (ANSI), + ASME B1.20.4 was ANSI B2.1, IN Formerly WW -P-501 "" ASTM B 633. Type I, SC 4, may be supplied as alternate zinc coating per applicable ASME B16 product standard. PF -11.13 Standards and Specifications Dimensions Material Galvanizing'"' Thread Pressure Rating FederaUdther CAST IRON THREADED FITTINGS Class 125 ASME B16.4• ASTM A-126 (A) ASTM A-153 ASME 81.20.1+ ASME 816.48 ASME B16,41 Class 250 ASME 816.4• ASTM A-126 (A) ASTM A-153 ASME 81.20.1+ ASME 816.4• ASME B16.4M CAST IRON PLUGS AND BUSHINGS ASME 816.14• ASTM A-126 (A) ASTM A-153 ASME 81.20.1+ ASME B16.14• WW -P-471 • an Amerlcar National standard (ANSI), + ASME B1.20.4 was ANSI B2.1, IN Formerly WW -P-501 "" ASTM B 633. Type I, SC 4, may be supplied as alternate zinc coating per applicable ASME B16 product standard. PF -11.13 900 ELBOW Ra Prodori DNdlon ctMwr Mrsr enol Cast Iron - Class 125 Fittings Submittal Sheet MATERIAL SPECIFICATIONS Cast iron threaded fittings are UL & ULC Listed & factory Mutual Approved for 300 psi service. Gray iron per ASTM A126 Class B. Dimensions conform to ANSI B16.4 Class 125. Threads are NPT per ANSI/ASME B1.20.1. ®Q® For Listing / Approval details contact your AnvaStarr Representative PHDitCs Iv?or.A!�IJ'1. A-,air;n: S1A1; Project: Date: Phone: Architect / Engineer. Contractor Address: Notes 1: Notes 2: SPF Cast & Ductile Iron Fittings REV. 03.03.06001 For the latest UL/ULC Listed and FM Approved pressure ratings, versus ploe schedule, go to www.eevllstar.eere or contact your local AnvllStar representative -W) "MI& 90 ELBOW ISlolerelnal Anrll hen Ihnier AumMrhwsol wx Prom Diosesions A iell iu. (mat/ PSI ON 6i. faal 64. Ima 1k 141 1 800000002 0190033 300 1.50 1.50 0.84 15 1065 38.10 38.10 038 1A 800000010 390044 300 1.15 1.75 1.34 31 2065 44.45 44.45 0.61 116 800000028 390055 300 1.94 1.94 1.80 49 2065 49.1 4517 011 2 800000031 0190066 300 2.25 2.25 290 s?i ?065 51.16 s/ 1 t 1.3? 21/2 800000044 1890077 300 2.70 2.70 4.75 6`. 2065 6556 n3. ? ".15 MATERIAL SPECIFICATIONS Cast iron threaded fittings are UL & ULC Listed & factory Mutual Approved for 300 psi service. Gray iron per ASTM A126 Class B. Dimensions conform to ANSI B16.4 Class 125. Threads are NPT per ANSI/ASME B1.20.1. ®Q® For Listing / Approval details contact your AnvaStarr Representative PHDitCs Iv?or.A!�IJ'1. A-,air;n: S1A1; Project: Date: Phone: Architect / Engineer. Contractor Address: Notes 1: Notes 2: SPF Cast & Ductile Iron Fittings REV. 03.03.06001 For the latest UL/ULC Listed and FM Approved pressure ratings, versus ploe schedule, go to www.eevllstar.eere or contact your local AnvllStar representative -W) "MI& `iA#T EE Fifa P+odueta DOW= of Mvr bdemeeonal Cast Iron - Class 125 Fittings Submittal Sheet Nominal Sue Amb hem Nember STRAIGHT Universal Number pi'rido9 Pressure TEE Dimensions �P A B 8r..rmm1 , , PStaft/ I. Orin; n;..1mld Its. alai ° 1 800003204 Ct333 300 I.50 ! 130 1.21 i 25 2065 38.10 .38.10 0.55 11,4 800003212 CI444 300 1.75 1.75 1.87 32 7445 44:65 44.45 0.35 llh 800003220 C1555 300 1.94 1.94 2.61 40 2065 49.27 49.27 1.14 2 800003238 Ct666 300 2.25 2.25 3.96 50 2005 57.15 57.15 1.80 2'h 800003246 C1777 300 270 2.70 6.45 65 2065 68.58 68.58 2.9.1 MATERIAL SPECIFICATIONS Cast iron threaded fittings are Ut St tiiC "listed '& Factory Mutual Approved for 300 psi service. Gray iron per ASTM A126 Class B. bimensions conform to M51°816.4 Class 125. Threads are NPT per ANSI/ASME B1.20.1. ©O® APPROVED For Listing / Approval details contact your AnvIlStarTM Representative. 'PROJECT ilIFO MATi0t1: AP.r1nvA'G STAMP: Project Date: I Phone: Architect / Engineer: Contractor: Address: Notes 1: Notes 2: SPF Cast & Ductile Iron Fittings For the latest UL/ULC Listed and FM Approved pressure ratings, versus pipe schedule, REV. 03.03.06.004 go to twww.anvilstar.com or contact your local AnvilStar representative ®ToLqp www.tofco.coret Fig. 200 - "Trimline" Adjustable Band Hanger Fig. 200R (Import) - "Trimline" Adjustable Band Hanger w/Retainer Ring Size Range — 1/2' thru 8" pipe Material — Carbon Steel, Mil. Galvanized to G90 specifications Function — For fire sprinkler and other general piping purposes. Knurled swivel nut design permits hanger adjustment after installation. Features — • (1/2" thru 2') Flared edges ease installation for all pipe types and protect CPVC plastic pipe from abrasion. Captured design keeps adjusting nut from separating with hanger. Hanger Is eas- ily installed around pipe. • (21h' thru 8') Spring tension on nut holds it securely in hanger before installation. Adjusting nut is easily removed. Approvals — Underwriters' Laboratories listed (1/2" thru 8°) in the USA (UL) and Canada (cUL) for steel and CPVC plastic pipe and Factory Mutual Engineering Approved (3/4' thru 81. Conforms to Federal Specifications WW -H-171 E, Type 10 and Manufacturers Standardization Society SP -69, Type 10. Maximum Temperature — 850°F Finish — ML Galvanized. Stainless Steel materials will be supplied with (2) hex nuts in place of a knurl nub. '• Order By — Figure number and pipe size Note — Figure 200R (import) with retainer ring and non -captured knurl nut. us FIg. 200 214" • 8' Ate` Flp. 2008 214" - 8' Fig. 200R 1/2" - 2" Dimensions • Weights Pipe Rod Size Slxe Inch Metric Max. Roo. Approx. A 8 Load Lbs. Wt./100 1/2 3/8 8mm or 10mm 31/2 2% 400 11 3/4 3/8 8mm or 10mm 31% 2/ 400 11 1 3/8 8mm or 10mm 3% 2% 400 12 114 3/8 8mm or 1 Omm 3% 2% 400 13 12 3/8 8mm or 10mm 37/e 2% 400 14 2 3/8 8mm or 10mm 41/2 3 400 15 2/ 3/8 10mm 5% 414 600 27 3 3/8 10mm 574 4 600 29 31/2 3/8 10mm 7% 5%4 600 34 4 3/8 10mm 7% 5 1000 35 5 1/2 12mm 914 61/4 1250 66 6 1/2 12mm 10% 634 1250 73 8 1/2 12mm 131% 8% 1250 136 OFHCE/MANUFACTUNIN8 FACILITY • 1975 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951337.0330 CUSTOMEU SERVICE • 800.786.5288 w,rmaeo.com ■ TOLCO • www.tolco.com N'w;inn"ta2,rrF. Fig. 98 - Rod Stiffener Fig. 98B - Rod Stiffener w/Break-off Bolt Head Size Range — Secures 3/8' thru 7/8" hanger rod Material — Carbon Steel Function — Secures channel to hanger rod for vertical seismic bracing. Approvals — Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Develoajnent (OSHPD). For additional load. spacing and placement information relating to OSHPD projects. please refer to the TOLCO Seismic Restraint Systems Guidelines Finish — Electro Galvanized Note — Available in HDG finish or Stainless Steel materials. Order By — Figure number Component of State of Caifonia OSHPD Approved Seismfo Restraints System FIG. 98 ' J FIG. 98B t4' Fig. 99 - All Thread Rod Cut to Length Size Range — Secures 3/8" thru 7/8" rod In 1' Increments Material — Carbon Steel Maximum Temperature — 750°F Finish — Plain Note — Available in Electro -Galvanized and HDG finish or Stainless Steel materials. Order By — Figure number, rod diameter, rod length and finish Dimensions Rod Size Max. Rec. Load Lbs. For Service Temp 650°F 3/8 1/2 5/8 3/4 7/8 730 1350 2160 3230 4480 Fig. 100 - All Thread Rod Full Length Size Range — Secures 3/8" thru 1W rod in 10' lengths Material — Carbon Steel Maximum Temperature — 750°F (��� Finish — Plain `1. ,r� Note — Available in Electro -Galvanized and HDG finish or Stainless Steel materials. Order By — Figure number, rod diameter and finish Dimensions • Weights Rod Size Max Rec. Load Lbs. For Service Temps 650°F Approx. Wt./100 1/4 3/8 1/2 5/8 3/4 7/8 1 11/4 11 240 730 1350 2160 3230 4480 5900 9500 13800 12 29 53 84 123 169 222 360 510 OFRCEJMANUFACM1PO FACILITY • 1375 SAMPSON AVE • CORONA. CA 92879 • Pit: 951.737.5599 • FAX 951.737.033E CUSTOMER SERVICE • 893.785.5288 www.Aolco rare SAMMYS® FOR WOOD SAMMYS" FOR W000 -ire:'fecal Application Application Notbrs 8 i P eomtvd wpfh 1-1 1114 Vick Nul Orley Pull 91I3910 014 5W Red Nut Dity r Pvt05114910 Pfaduct Peatlures • No pfe dtiitng required • Quick to instal using the Sammy Nut Driver with an 18V oarless ttifdrIver. • Saves tine from tredibond /methods. • Reduces installation cost • Made in the USA MT ramRod va tin, Prn Number 14(1,1 Suety Uauav:n UL irYtt TM ire Bar Lehr OeittlrA orn PPlitout hint two mbo t.oNt etch Ory Oty 114' 8002967 GST 100 114 x 1' 1)4' 8003967 GST 200 114 x 8004967 GST 900 114 x 9' 310 8007957 05110 114 x 1' 1.® as' 80089U GST20 114x? 119 ST 8068925 60T20S8 114 x 2' 37 8009925 SST 25130 149 x 2-11? 3.7 8010957 GST30 1/4x? 33' 8069925 GST3045 1/4x3' 37 8011925 GST40 114x/' 1!? 6013325 13572 114x? 12' 6014925 GST 26430 Mfix2-1f2 112 60159225 GST3 114x9' \S rf ,.1' n ` rF TT" The nut divers vera designed wM a unique sphott1uata a which plovldes a last aryl sate 'Weston each Ina Won the face of its dther comes hoe contact with the metenai you ate'nettling irfo, cord= d 1hi unJl nut driver spins he. Inslaation is than complete. Warmly es tie use of its eppropdab nut driver tar InstaBalorhs. 210 (711c058) 670 (314' Ply) . 1760 (Fr) 2080 (Rr) 210 pn6'OSB) 670 &4• F ) 1760 (Fr) 1760 (Rr) 2113 (Fir) 20!10 (R) 9960 (Rr) 2180 (Fir) 1780 (F3) 2116 (Fx) 2275 (Rr) 26 125 25 125 25 125 9011 25 125 850 1475 25 125 850 25 125 1500 25 125 1500 1475 25 125 25 125 25 125 25 125 26 125 25 125 of 114 mal up 10 dela utisrmnoco .rex •Nww dim:welder.cnn: MEW SIDEWINDER' FOR WOOD - Horizontal Application .pptrrion Product Features Mins than rnomhd molder (1412') opt 3.112' Ow not lea tan r 2-1R') norm i4&5'. p1. 4 lithium 2-1/2' front bottom Sx brand, 6m. Whom 3 fon bot- tom ft inoir ot.txtrrmth Ges. &webs Mk requirement/hi est eppty to r or ticker name dips mars ort top of moi beam •No pradrr+g required. • Quick to Install usm>D the Sammy Nut Driller with en 13V confess ddlidrirer. • Sens iane from teem* methods. • Reduces instaleiion costa. • Made Inthe U.SA -r u1 T'fiij #:4'..vI •d 14„1 t• "1 Parer'+110 •Mr' wax F.e41019;aetypri rairallokilL !Oita ' / t Mut ovals 14A -Srr Part 110081 Sti Ortiz urt,ont Ultimata Putout its; UL Tet; Load IU9; Ba. CO, G.e CO, a ,;,4. 3'8' 9JB• 318" SSM 8019057 8020957 8021957 6073925 5022925 6023925 SW0 200 SWG 10 SWO 20 SW0 20 -SS SWG 25-380 SWG 30 1725 (Fir) 622 (Fir) 1725 (Fe) 1725 (Fr) 2249 (R 1884 (Fir) • 300 1050 850 1500 25 25 25 25 25 lb 126 125 125 125 125 125 SAMMYS SWIVEL HEAD' FOR WOOD Swivel Application #14 Mack Nut Drew PartS8113910 trig Pr PrOd110 Feafur 05 O • Eliminates Merlon of threaded rod. • Accommodates up to 3 K• x 12 pitch roof. •Mows 1 r de9ectfon from vertical • Saves time from iredll onet methods. • Reduces installation caet$. • Made In the U.S.A. Apravah Ruu r'i!t 5.411 Nun,0 • 1rWN ;try," Dcscnp;gni tllumeta PUIIiv1 i1 UL fay' LW 1 0 Trtr t1I Gal COU nasi IDe:1111” ir.,canott DIV 01, 96' 318' 8138957 SH -GST 20 8141957 StiGST 30 114x2' 114x2' 318"' 8269957 SIt.GST.ttST 20 5/16 x 14' 112' 8303957 SI+GSTICST20 5/16x 1-314' •tar/mute pnfdlMp; eoeeraJewtmratnan: 1257 (W 1723 (Fr) 1903 Dbi Lumber 1406045•otvetiosl Dim. tuner 903 Dm- Umber 1406 g 45'oe swleal Gan Welber 1050 1500 1500 850 Q 45' 1415 1475 25 125 25 125 25 125 25 125 a 0 •.• r p a • 10,1 ell ;rj1) EU . - r NORTWEST FIRE SYSTEMS 7815 S. 180th St. Kent, WA 98032 206-772-7502 Job Name : BOILING POINT RESTAURANT Building : 361 Strander Blvd., Tukwila WA Location System : 1 Contract : 04488C Data File : Boiling Pt.wxf Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 NORTWEST FIRE SYSTEMS BOILING POINT RESTAURANT Page 1 Date HYDRAULIC CALCULATIONS for Project name: BOILING POINT RESTAURANT Location: Drawing no: 361 Strander Blvd., Tukwila WA Date: 03-30-17 Design Remote area number: 1 Remote area location: Kitchen, Corridor, Restrooms Occupancy classification: Ordinary Hazard Gr.1 Density: 0.15 - Gpm/SqFt Area of application: 1582 - SqFt Coverage per sprinkler: 130 max - SqFt Type of sprinklers calculated: RELIABLE G/F1 - SR PEND. (1/2", K=5.6, 155F) No. of sprinklers calculated: 20 In -rack demand: - GPM Hose streams: 250 - GPM Total water required (including hose streams): 705.147 - GPM @ 53.375 - Psi Type of system: WET Volume of dry or preaction system: - Gal Water supply information Date: 12-05-16 Location: 361 Strander Blvd., Tukwila WA Source: City of Tukwila Water Dept. Name of contractor: NORTHWEST FIRE SYSTEMS Address: 7815 S. 180th S Phone number: 206-772-7502 Name of designer: J. Johnson Authority having jurisdiction: City of Tukwila Fire Marshal's Office Notes: (Include peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C NORTWEST FIRE SYSTEMS BOILING POINT RESTAURANT Page 2 Date City Water Supply: C1 - Static Pressure : 120 C2 - Residual Pressure: 20 C2 - Residual Flow : 8001 Demand: D1 - Elevation D2 - System Flow D2 - System Pressure Hose ( Demand ) D3 - System Demand Safety Margin : 6.496 : 455.147 : 53.375 : 250 : 705.147 : 65.507 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 R 60 E 50 40 30 20 10 D C1 D2 C2 D1 1000 2000 3000 4000 5000 6000 FLOW (NA1.85) 7000 8000 9000 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Diagram NORTWEST FIRE SYSTEMS BOILING POINT RESTAURANT Page 3 Date 23.9 S1 <- T1 1 1 67.4 23.8 S2 F T2 1 1 43.8 23.4 S3 <- T3 1 1 20.4 23.2 S4 <- 74 1 2.8 23.# S5 <- T5 19.5 S6 F X6 19.5 S7 F X6 4- T6 39 21.1 S8 <- T8 1 1 25.6 24.3 S9 <- T9 1 1 1.3 24.2 S10<- T10 21.8 S114- 711 1 1 62.2 20.6 S12<- T12 1 1 41.5 20.2 S134- 713 21 S144- 713 1 0.2 24 1 S154- T15 24.1 S16<- T16 1 1 45.6 23.6 S174- 717 1 1 21.8 23.1 S18*- T18 24.7 S194- T19 1 1 36.7 244 S20+- T20 91.3 43.8 2.8 M1 -+T1 -T2 ->T3 ->T4 <-T5 F1 67.4 20.4 26.2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow•Diagram NORTWEST FIRE SYSTEMS BOILING POINT RESTAURANT Page 4 Date 85.7 25.6 22.9 M2 - T6 -> T8 -> T9 -> T10 t- F2 1 46.7 1.3 T 1 278.1 1 49.1 4. 84 41.5 24.$ M3 -> T11-> T12-> T13<- T154- F3 1 62.2 0.2 1 194.2 4. 69.7 21.8 M4 -> T16 -* T17 -> T113 E- F4 1 45.6 1.9 1 124.5 y 61.5 12.2 M5 -* T19-> T20-> F5 1 36.7 1 63 1 32.1 32.1 M6 -> T21- 722 -> T23 -> F6 1 32.1 32.t 1 31 1 31 4. 31 31 1 31 75.2 49.1 M7 -T24 ->T25 ->T26-> F7 ->F6 ->F5 -> F4 ->F3 -F2 -*F1 31 31 63 73.3 26.2 31 124.5 278.1 91.3 M74 -M6 4 -M5< -M4 *-M3 E -M24 -MT -*M1 63 194.2 363.8 455.1 455.1 MT 4--- TORE- BOR- FLG<- CTY 455.1 455.1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary NORTWEST FIRE SYSTEMS BOILING POINT RESTAURANT Page 5 Date Fitting Legend Abbrev. Name 1/2 3/d 1 11/4 11/2 2 212 3 31/2 4 5 6 8 10 12 14 16 18 20 24 Aty Alarm Tyco AV -1 14 23 24 23 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 I 90' Grvd-Vic Elbow #10 0 0 2 3 4 3.5 6 5 8 7 8.5 10 13 17 20 23 25 33 36 40 J 90'Tee-Branch Gry Vic #20 0 0 4.5 6 8 8.5 10.8 13 17 16 21 25 33 41 50 65 78 88 98 120 T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with `. The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD NORTWEST FIRE SYSTEMS BOILING POINT RESTAURANT Page 6 Date Node Elevation K -Fact Pt No. Actual Pn Flow Density Area Press Actual Req. S1 11.0 5.6 18.23 na 23.91 0.15 130 7.0 S2 11.0 5.6 17.82 na 23.64 0.15 130 7.0 S3 11.0 5.6 17.4 na 23.36 0.15 130 7.0 S4 11.0 5.6 17.22 na 23.24 0.15 130 7.0 S5 11.0 5.6 17.42 na 23.37 0.15 130 7.0 S6 11.0 5.6 12.13 na 19.5 0.15 130 7.0 S7 11.0 5.6 12.13 na 19.5 0.15 130 7.0 X6 12.0 16.29 na S8 11.0 5.6 14.15 na 21.07 0.15 130 7.0 S9 11.0 5.6 18.8 na 24.28 0.15 130 7.0 S10 11.0 5.6 18.73 na 24.24 0.15 130 7.0 S11 11.0 5.6 15.16 na 21.8 0.15 130 7.0 S12 11.0 5.6 13.58 na 20.64 0.15 130 7.0 S13 11.0 5.6 13.7 na 20.73 0.15 130 7.0 S14 11.0 5.6 14.09 na 21.02 0.15 130 7.0 S15 11.0 5.6 18.4 na 24.02 0.15 130 7.0 S16 11.0 5.6 18.53 na 24.1 0.15 130 7.0 S17 11.0 5.6 18.04 na 23.78 0.15 130 7.0 S18 11.0 5.6 17.91 na 23.7 0.15 130 7.0 S19 11.0 5.6 19.5 na 24.73 0.15 130 7.0 S20 11.0 5.6 19.17 na 24.52 0.15 130 7.0 M1 17.0 39.31 na T1 17.0 18.33 na T2 17.0 17.86 na T3 17.0 17.39 na T4 17.0 17.31 na T5 17.0 17.31 na M2 17.0 38.53 na T6 17.0 19.49 na T8 17.0 18.97 na T9 17.0 18.81 na T10 17.0 18.81 na M3 17.0 38.31 na T11 17.0 19.89 na T12 17.0 18.62 na T13 17.0 18.34 na T15 17.0 18.34 na M4 17.0 38.22 na T16 17.0 25.17 na T17 17.0 24.45 na T18 17.0 24.26 na M5 17.0 38.18 na T19 17.0 26.58 na T20 17.0 26.1 na M6 17.0 38.16 na T21 17.0 35.06 na T22 17.0 34.68 na T23 17.0 34.31 na M7 17.0 38.16 na T24 17.0 34.8 na T25 17.0 34.45 na T26 17.0 34.07 na F7 17.0 24.63 na F6 17.0 24.61 na F5 17.0 24.47 na F4 17.0 24.31 na F3 17.0 24.15 na F2 17.0 24.06 na MT 17.0 39.32 na TOR 17.0 39.59 na BOR 3.0 45.96 na FLG 1.0 46.84 na Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - Standard NORTWEST FIRE SYSTEMS BOILING POINT RESTAURANT Page 7 Date Node Elevation K -Fact Pt No. Actual Pn CTY -4.0 53.38 Flow Density Area Press Actual Req. na 250.0 The maximum velocity is 14.48 and it occurs in the pipe between nodes X6 and T6 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams - 2007 NORTWEST FIRE SYSTEMS BOILING POINT RESTAURANT Page 8 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes ***' S1 23.91 1.049 1E 2.0 7.917 18.228 K Factor = 5.60 to 120.0 1T 5.0 7.000 -2.599 T1 23.91 0.1811 0.0 14.917 2.701 Vel = 8.88 0.0 23.91 18.330 K Factor = 5.58 S2 23.64 1.049 1E 2.0 7.917 17.816 to 120.0 1T 5.0 7.000 -2.599 T2 23.64 0.1772 0.0 14.917 2.644 K Factor = 5.60 Vel = 8.78 0.0 23.64 17.861 K Factor = 5.59 S3 23.36 1.049 1E 2.0 7.917 17.402 to 120.0 1T 5.0 7.000 -2.599 T3 23.36 0.1735 0.0 14.917 2.588 K Factor = 5.60 Vel = 8.67 0.0 23.36 17.391 K Factor = 5.60 S4 23.24 1.049 1E 2.0 8.666 17.218 to 120.0 1T 5.0 7.000 -2.599 T4 23.24 0.1718 0.0 15.666 2.691 K Factor = 5.60 Vel = 8.63 0.0 23.24 17.310 K Factor = 5.59 S5 23.37 1.049 1E 2.0 7.375 17.415 to 120.0 1T 5.0 7.000 -2.599 T5 23.37 0.1736 0.0 14.375 2.496 K Factor = 5.60 Vel = 8 6 0.0 23.37 17.312 K Factor = 5.62 S6 19.50 1.049 1T 5.0 32.000 12.125 to 120.0 0.0 5.000 -0.433 X6 19.5 0.1242 0.0 37.000 4.595 K Factor = 5.60 VeI = 7 2 0.0 19.50 16.287 K Factor = 4.83 S7 19.50 1.049 1T 5.0 32.000 12.125 to 120.0 0.0 5.000 -0.433 X6 19.5 0.1242 0.0 37.000 4.595 K Factor = 5.60 Vel = 7.24 X6 19.50 1.049 1E 2.0 5.000 16.287 to 120.0 1T 5.0 7.000 -2.166 T6 39.0 0.4477 0.0 12.000 5.372 Vel = 14.48 0.0 39.00 19.493 K Factor = 8.83 S8 21.07 1.049 2E 4.0 42.792 14.152 to 120.0 1T 5.0 9.000 -2.599 T8 21.07 0.1433 0.0 51.792 7.421 K Factor = 5.60 Vel = 7.82 0.0 21.07 18.974 K Factor = 4.84 S9 24.28 1.049 1E 2.0 7.000 18.803 to 120.0 1T 5.0 7.000 -2.599 T9 24.28 0.1864 0.0 14.000 2.609 K Factor = 5.60 Vel = 9.01 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams NORTWEST FIRE SYSTEMS BOILING POINT RESTAURANT Page 9 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes 24.28 18.813 K Factor = 5.60 S10 to T10 24.24 24.24 1.049 120.0 0.1857 1E 2.0 1T 5.0 0.0 7.416 7.000 14.416 18.734 -2.599 2.677 K Factor = 5.60 Vel = 9.00 0.0 24.24 18.812 K Factor = 5.59 S11 to T11 21.80 21.8 1.049 120.0 0.1527 2T 10.0 38.000 0.0 10.000 0.0 48.000 15.160 -2.599 7.328 0.0 21.80 19.889 K Factor = 5.60 Vel = 8.09 K Factor = 4.89 S12 to T12 20.64 20.64 1.049 120.0 0.1379 2T 10.0 2E 4.0 0.0 41.375 14.000 55.375 13.580 -2.599 7.636 K Factor = 5.60 Vel = 7.66 0.0 20.64 18.617 K Factor = 4.78 S13 20.73 1.049 2E 4.0 43.041 13.702 to 120.0 1T 5.0 9.000 -2.599 T13 20.73 0.1391 0.0 52.041 7.237 K Factor = 5.60 Vel = 7.70 0.0 20.73 18.340 K Factor = 4.84 S14 to T13 21.02 21.02 1.049 120.0 0.1427 2E 4.0 1T 5.0 0.0 39.000 14.090 K Factor = 5.60 9.000 -2.599 48.000 6.849 Vel = 7.80 S15 to T15 0.0 21.02 18.340 K Factor = 4.91 24.02 24.02 1.049 120.0 0.1827 1E 2.0 1T 5.0 0.0 6.875 7.000 13.875 18.404 -2.599 2.535 K Factor = 5.60 Vel = 8.92 0.0 24.02 18.340 K Factor = 5.61 S16 24.10 1.049 1E 2.0 38.250 18.528 to 120.0 2T 10.0 12.000 -2.599 T16 24.1 0.1838 0.0 50.250 9.237 K Factor = 5.60 Vel = 8.95 0.0 24.10 25.166 K Factor = 4.80 S17 23.78 1.049 1E 2.0 38.250 18.036 to 120.0 2T 10.0 12.000 -2.599 T17 23.78 0.1793 0.0 50.250 9.009 K Factor = 5.60 Vel = 8.83 0.0 23.78 24.446 S18 23.70 1.049 1E 2.0 38.250 17.910 to 120.0 2T 10.0 12.000 -2.599 T18 23.7 0.1781 0.0 50.250 8.952 0.0 23.70 K Factor = 4.81 K Factor = 5.60 Vel = 8.80 24.263 K Factor = 4.81 S19 to T19 24.73 24.73 1.049 120.0 0.1927 1E 2.0 2T 10.0 0.0 38.250 12.000 50.250 19.498 -2.599 9.683 K Factor = 5.60 Vel = 9.18 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • Final Calculations - Hazen -Williams NORTWEST FIRE SYSTEMS BOILING POINT RESTAURANT Page 10 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes ****** 0.0 24.73 26.582 K Factor = 4.80 S20 24.52 1.049 1E 2.0 38.250 19.168 to 120.0 2T 10.0 12.000 -2.599 T20 24.52 0.1897 0.0 50.250 9.531 K Factor = 5.60 Vel = 9.10 0.0 24.52 26.100 K Factor = 4.80 M1 -91.33 1.682 0.0 96.792 39.311 to 120.0 0.0 0.0 0.0 T1 -91.33 -0.2168 0.0 96.792 -20.981 Vel = 13.19 T1 23.91 1.682 0.0 3.792 18.330 to 120.0 0.0 0.0 0.0 T2 -67.42 -0.1237 0.0 3.792 -0.469 Vel = 9.73 T2 23.64 1.682 0.0 8.458 17.861 to 120.0 0.0 0.0 0.0 T3 -43.78 -0.0556 0.0 8.458 -0.470 Vel = 6.32 T3 23.36 1.682 0.0 5.958 17.391 to 120.0 0.0 0.0 0.0 T4 -20.42 -0.0136 0.0 5.958 -0.081 Vel = 2.95 T4 23.24 1.682 0.0 5.583 17.310 to 120.0 0.0 0.0 0.0 T5 2.82 0.0004 0.0 5.583 0.002 Vel = 0.41 T5 23.37 1.682 1T 9.9 303.083 17.312 to 120.0 0.0 9.900 7.363 F1 26.19 0.0215 0.0 312.983 6.727 Vel = 3.78 0.0 26.19 31.402 K Factor = 4.67 M2 -85.68 1.682 0.0 98.833 38.532 to 120.0 0.0 0.0 0.0 T6 -85.68 -0.1926 0.0 98.833 -19.039 Vel = 12.37 T6 39.00 1.682 0.0 8.292 19.493 to 120.0 0.0 0.0 0.0 T8 -46.68 -0.0626 0.0 8.292 -0.519 Vel = 6.74 T8 21.06 1.682 0.0 7.792 18.974 to 120.0 0.0 0.0 0.0 T9 -25.62 -0.0207 0.0 7.792 -0.161 Vel = 3.70 T9 24.29 1.682 0.0 5.833 18.813 to 120.0 0.0 0.0 0.0 T10 -1.33 -0.0002 0.0 5.833 -0.001 Vel = 0.19 T10 24.23 1.682 1T 9.9 302.833 18.812 to 120.0 0.0 9.900 0.0 F2 22.9 0.0168 0.0 312.733 5.248 Vel = 3.31 0.0 22.90 24.060 K Factor = 4.67 M3 -83.96 1.682 0.0 99.292 38.311 to 120.0 0.0 0.0 0.0 T11 -83.96 -0.1855 0.0 99.292 -18.422 Vel = 12.12 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams NORTWEST FIRE SYSTEMS BOILING POINT RESTAURANT Page 11 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes T11 21.80 1.682 0.0 11.958 19.889 to 120.0 0.0 0.0 0.0 T12 -62.16 -0.1064 0.0 11.958 -1.272 Vel = 8.98 T12 20.64 1.682 0.0 5.500 18.617 to 120.0 0.0 0.0 0.0 T13 -41.52 -0.0504 0.0 5.500 -0.277 Vel = 6.00 T13 41.75 1.682 0.0 5.166 18.340 to 120.0 0.0 0.0 0.0 T15 0.23 0.0 0.0 5.166 0.0 Vel = 0.03 T15 24.02 1.682 1T 9.9 301.708 18.340 to 120.0 0.0 9.900 0.0 F3 24.25 0.0187 0.0 311.608 5.812 Vel = 3.50 0.0 24.25 24.152 K Factor = 4.93 M4 -69.69 1.682 0.0 99.292 38.216 to 120.0 0.0 0.0 0.0 T16 -69.69 -0.1314 0.0 99.292 -13.050 Vel = 10.06 T16 24.11 1.682 0.0 12.000 25.166 to 120.0 0.0 0.0 0.0 T17 -45.58 -0.0600 0.0 12.000 -0.720 Vel = 6.58 T17 23.78 1.682 0.0 12.000 24.446 to 120.0 0.0 0.0 0.0 T18 -21.8 -0.0152 0.0 12.000 -0.183 Vel = 3.15 T18 23.70 1.682 1T 9.9 300.333 24.263 to 120.0 0.0 9.900 0.0 F4 1.9 0.0002 0.0 310.233 0.052 0.0 1.90 Vel = 0.27 24.315 K Factor = 0.39 M5 to T19 -61.46 - 61.46 1.682 120.0 -0.1042 0.0 111.292 0.0 0.0 0.0 111.292 38.178 0.0 -11.596 Vel = 8.87 T19 24.72 1.682 0.0 12.000 26.582 to 120.0 0.0 0.0 0.0 T20 -36.74 -0.0402 0.0 12.000 -0.482 T20 24.52 1.682 1T 9.9 300.333 26.100 to 120.0 0.0 9.900 0.0 F5 -12.22 -0.0052 0.0 310.233 -1.628 0.0 - 12.22 Vel = 5.30 Vel = 1.76 24.472 K Factor = -2.47 M6 -32.07 1.682 0.0 99.292 38.165 to 120.0 0.0 0.0 0.0 T21 -32.07 -0.0313 0.0 99.292 -3.105 Vel = 4.63 T21 0.0 1.682 0.0 12.000 35.060 to 120.0 0.0 0.0 0.0 T22 -32.07 -0.0313 0.0 12.000 -0.376 Vel = 4.63 T22 0.0 1.682 0.0 12.000 34.684 to 120.0 0.0 0.0 0.0 T23 -32.07 -0.0312 0.0 12.000 -0.375 Vel = 4.63 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 - Final Calculations - Hazen -Williams NORTWEST FIRE SYSTEMS BOILING POINT RESTAURANT Page 12 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes ****** T23 0.0 1.682 1T 9.9 300.333 34.309 to 120.0 0.0 9.900 0.0 F6 -32.07 -0.0313 0.0 310.233 -9.702 Vel = 4.63 0.0 -32.07 24.607 K Factor = -6.47 M7 -30.95 1.682 2E 9.9 104.916 38.162 to 120.0 0.0 9.900 0.0 T24 -30.95 -0.0293 0.0 114.816 -3.363 Vel = 4.47 T24 0.0 1.682 0.0 12.000 34.799 to 120.0 0.0 0.0 0.0 T25 -30.95 -0.0292 0.0 12.000 -0.351 Vel = 4.47 T25 0.0 1.682 0.0 13.000 34.448 to 120.0 0.0 0.0 0.0 T26 -30.95 -0.0293 0.0 13.000 -0.381 Vel = 4.47 T26 0.0 1.682 2E 9.9 302.375 34.067 to 120.0 1T 9.9 19.800 0.0 F7 -30.95 -0.0293 0.0 322.175 -9.437 Vel = 4.47 0.0 -30.95 24.630 K Factor = -6.24 F7 -30.95 2.635 0.0 7.125 24.630 to 120.0 0.0 0.0 0.0 F6 -30.95 -0.0032 0.0 7.125 -0.023 Vel = 1.82 F6 -32.08 2.635 0.0 11.000 24.607 to 120.0 0.0 0.0 0.0 F5 -63.03 -0.0123 0.0 11.000 -0.135 Vel = 3.71 F5 -12.21 2.635 0.0 9.250 24.472 to 120.0 0.0 0.0 0.0 F4 -75.24 -0.0170 0.0 9.250 -0.157 Vel = 4.43 F4 1.89 2.635 0.0 10.000 24.315 to 120.0 0.0 0.0 0.0 F3 -73.35 -0.0163 0.0 10.000 -0.163 Vel = 4.32 F3 24.26 2.635 0.0 12.000 24.152 to 120.0 0.0 0.0 0.0 F2 -49.09 -0.0077 0.0 12.000 -0.092 Vel = 2.89 F2 22.90 2.635 0.0 8.500 24.060 to 120.0 0.0 0.0 7.363 F1 -26.19 -0.0025 0.0 8.500 -0.021 Vel = 1.54 0.0 -26.19 31.402 K Factor = -4.67 M7 30.95 4.26 0.0 7.125 38.162 to 120.0 0.0 0.0 0.0 M6 30.95 0.0004 0.0 7.125 0.003 Vel = 0.70 M6 32.08 4.26 0.0 11.000 38.165 to 120.0 0.0 0.0 0.0 M5 63.03 0.0012 0.0 11.000 0.013 Vel = 1.42 M5 61.46 4.26 0.0 9.250 38.178 to 120.0 0.0 0.0 0.0 M4 124.49 0.0041 0.0 9.250 0.038 Vel = 2.80 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams NORTWEST FIRE SYSTEMS BOILING POINT RESTAURANT Page 13 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes ****** M4 69.69 4.26 0.0 10.000 38.216 to 120.0 0.0 0.0 0.0 M3 194.18 0.0095 0.0 10.000 0.095 Vel = 4.37 M3 83.96 4.26 0.0 12.000 38.311 to 120.0 0.0 0.0 0.0 M2 278.14 0.0184 0.0 12.000 0.221 Vel = 6.26 M2 85.68 4.26 1J 21.067 5.083 38.532 to 120.0 0.0 21.067 0.0 MT 363.82 0.0303 0.0 26.150 0.792 Vel = 8.19 MT -455.15 4.26 0.0 5.333 39.324 to 120.0 0.0 0.0 0.0 M1 -91.33 -0.0024 0.0 5.333 -0.013 Vel = 2.06 0.0 -91.33 39.311 K Factor = -14.57 MT 455.15 6.357 21 25.147 15.000 39.324 to 120.0 0.0 25.147 0.0 TOR 455.15 0.0065 0.0 40.147 0.262 TOR 0.0 6.357 1Aty 30.176 14.000 39.586 to 120.0 1G 3.772 33.948 6.063 BOR 455.15 0.0065 0.0 47.948 0.313 Vel = 4.60 Vel = 4.60 BOR 0.0 6.357 0.0 2.000 45.962 to 120.0 0.0 0.0 0.866 FLG 455.15 0.0065 0.0 2.000 0.013 Vel = 4.60 FLG 0.0 8.27 1E 28.468 168.000 46.841 to 140.0 3G 18.979 102.801 6.166 * * Fixed Loss = 4 CTY 455.15 0.0014 1T 55.354 270.801 0.368 Vel = 2.72 250.00 Qa = 250.00 705.15 53.375 K Factor = 96.52 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 P2O T LEGEND SCOPE 1 23 INLET NAPM 11 .: NUT NUT WOOD JOIST SCOPE OF WORK - RELOCATE AND ADD PENDENT SPRINKLERS FOR TENAM IMPROVEMENT W0RK -UPRIGHT SPRINKLERS TO REMAIN AT DECK (FOR PROTECRON OF w.STRt/CTURE) - NEW STD RESP PENDENTS TO MATCH EXISTING STD RESP PENDENTS IN LEASE SPACE DESIGN PER N F PA $413 2013 - MISTING ARE NOT EFFECTED BY ADDED SPRINKLERS - ORDINARY HAZARD OCCUPANCY SPACING THROUGHOUT GENERAL NOTES ISOLATION RING MT 6" ora — __DEC _ T,r i 4 5 COLLAR / MELD F5108 STARLESS SEED_ REBBE BRAIDED HOSE �i' NOMINAL METER)171;1 rYJSIWG s' [ Pf a 6 COUAR !'WE1n STINGMIMS AVAILABLE 3f', 39' 13', tb, & 721 5715/57' rul (N"OCCKJ G PXISTlN6 7 NUr UI < 111N.Gt10NC NEW DROP S 9 Rk'MIONG mut ((AAVALLAHE 1/2' OR 3%4' NM.) BAR NOTE (rl 0 SWALE AvuiSSFt%Y BAR AVA02.00 w 24' Am 440 0441951 Wood Anchor Attachments to be drilled EXISTING 1z 2 DnBRA2A=rASSEMe-Y DM BR 6HEET META. SCREW' WoodJoist---- Into Top Chord of Wood Joist (if applicable) EXISTING QR gRANCHLINE 1) DESIGN PER N F P.A. 813 - 2013 AND LOCAL STANDARDS ALL MATERIALS SHAT BE NEW AND U L. LISTED OR F M APPROVED 2) ALL HANGERS AND SWAY BRACING TO BE BY N F PA STANDARDS 3) SYSTEM SHAT BE INSTALLED BRACED AND 1 1,81 tD IN ACCORDANCE WITH N F Pd 413 2013 4) ALL. PAINTING OF FIRE SPRINKLER PIPING (IF REQ) IN BE DONE ABY CCORDANCE 5) OWNER IS RESPONSIBLE TO ASSURE THAT STRUCTURE AS IT is SHOWN ON CONTRACT DRAWINGS CAN ADEQUATELY SUPPORT ALL FIRE SPRINKLER PIPING LOADS NO AU01U.00RY DEVICES OR ATTACHMENTS SHAT BE PROVIDED BY NORTHWEST FIRE SYSTEMS PROTECTION TO SUPPL MEAT THE STRUCTURE TO ACCOMODATE FIRE SPRINKLER PIPING LOADS 6) OWNER I5 RESPONSIBLE TO PROVIDE ADEQUATE HEAT TO MAINTAIN 40 DEG F MINIMUM AT ALL TIMES YEAR ROUND IN ALL AREAS WITH WATER FILLED FIRE SPRINKLER PIPING INSULATION INSTALLED TO MAINTAIN THIS TEMPERATURE (SUCH AS ATTICS CEILINGS AND AT WALLS) SHALL BE LOCATED ON THE COLD SIDE OF THE PIPE ONLY WITH NO INSULATION ON THE WARM SIDE OF THE PIPE FACING THE HEATED INTERIOR. 7) FIRE HARM SYSTEM DEVICES INSTALLATION OR MONITORING IS NOT INCLUDED IN THIS CONTRACT (DONE BY OTHERS) 8) NORTHWEST FIRE SYSTEMS ASSUMES NO RESPONSIBILITY, EITHER EXPRESSED OR IMPLIED FOR THE CONDITION PERFORMANCE OR CURRENT CODE COMPLWNCE OF ANY OTHER WATER OR FIRE PROTECTION SYSrBA(51 ON SITE EXCEPT FOR WORK PERFORMED DIRECTLY BY NORTHWEST FIRE SYSTEMS UNDER THE SPECIFIC SCS OF of THIS CONTRACT 9) ALL PIPING WITH THREADS TO BE SCHEDULE 40 BLK 511 PIPE WITH C I OR D.I SCREWED PITTINGS 13 NC YECf4WMN--T OWLET SME SILL FlIRI.O(�K (1' We) SEE MCTAUIC SUBMITTAL NUMBER 10 0(H 0 O ©O / la ■ I� illWood _- Wood ntal) crew Wood SammyScrew_, ---Wood Joist 6° EXIST WATER MOTOR GONG UPRIGHT NEW Irl VICFLEX ,.")-€■�;41" (VedlGaq EXIST 6•- [1 EXIST 6° _ V CEILING + !■ 'Rf SEE SUBNRA f0ffi Fdt .yrM , ' mTk C i)L US FM LISTED am 0 •T4i 0 0 �. e AU Thread Rod /F-3 All Thread - Alt rf= 3 FLOW SWEH R 11 ex F ALARM VALVE EXIST 6" --i ,/'� (� VALVE ----1------ �, NLiN I DROP �- NEW QR SEMI—RECESSED PENDENT ^ +✓ l Swivel Ring / \�- PP' /� , Pipe SYAveI Po 1 N1/W V,07SUXW5571G7roN 10) ORDINARY HAZARD OCCUPANCY - KITCHEN CORRIDOR, RESTROOMS (SPRINKLERS SPACED AT 13055 FT MAX.} ll) SPRTNKLER PIPE PENETRATIONS THROUGH SUSPENDED CEILING$ $HALL MEET THE REQUIREMENTS 0474571447-05 SECRCN 13 5 6 2 2 PENEITRARONS TO HAVE A 2 INCH OVERSIZE RING OR ADAPTER THROUGH THE CEILING TO ALLOW FOR FREE MOVEMENT OF AT LEAST 1 IN ALL HORIZONTAL DIRECTIONS SPRINKLER ATTACHED OR BRACED TO CEILING (SUCH AS SPRINKLERS AND CEILINGS ATTACHED TO THE 5AME1015D W NOT REQUIRE THIS ALLOWANCE 900. MOVEMENT RESPONSIBLE TO TESTING MAINTENANCEmop SPRINKLER SYSTEMS [N ACCORDANCE WITH THE MINIMUM REQUIREMENTS OF N F 47.A 25 2013 BY QUALIFIED PERSONNEL COMMENCING AFTER WARRANTY PERIOD HAS EXPIRED THE FIRM THAT DESIGNED AND INSTALLED THIS SYSTEM S BEST QUALIFIED TO PROVIDE THE ONGOING LONG TERM TESTING MAINTENANCE AND SERVICING OF THIS SYSTEM ''B4 1•+• is MI _:'���I 1 1aR i IRR >•�I L, '� 9 / ""1//7- � TT �'\ '+ } _ 6°!� 0 / r SNO EmuCOVER(SEE V .•:, li ■1. •.:52.< NAD Snq "., i ; .'.c + `� .'/ ���� i � 8" D I PIPE PLAN CONT I ____ \ 5U5PFND[DClILtNG FFL 64 BRAIDED VICFLEX FLEXIBLEDetail t i t i l Cross Section EXCLUSIONS RECD/LISTING NOTES HOSE SPRINKLER ASSEMBLIES HANGER DETAILS = X I S i n C� s e r e a OVERTIME WORK 2) RE EXTINGUISHERS ORA ARM DE G ON 3) CENTER OF TRE 4) DRAIN FEES6TIE 1N FES 5) PREP FOR OR PANTING OF PIPE 6) DEMOLITION 7) RELOCATION OF MAINS OR BRANCHUNES 8) 981 LARKING 9) ANY EXISTING DEFICIENQFS 1101) PANELS) ACCESS 1984401006) MONITOANGOFVALVES 5UPERVL9000 AND WATERftOW SWITCHES ETC THREADED PIPE FROMI HRuz 441 TO DE SOLED 40' 3) ALT REARED FITTINGS ARE OBE3 s#ATIRON aMPjWM> 3) ALL NIPPLES NOT IDENTIFIED ARE 04UN0 4) ALL MANGER RODS TO BE FIELD CUT 5) ALL PIPE LENGTHS SHOWN ARE M LENGTH DIMENSIONS FOR STANDARD PENDENT SPRINKLERS WOOD ANCHOR ATTACHMENTS Not To Scale FLEXHEAD CONFIG SCALE 1/4" = 1'-0" £ 333 l. � f DIAMETERS - STEEL PIPE _ --!! :-t-t3-a -, r - R it -D -INTERNAL "f *- tZ-o R 5 ri irl 1t M7 97-714 O PIPE SIZE SC REDUCE 4C SC REDUCE 11 DYNA TH REAL DYNA FLOW EZ -FLOW 1 1 049 • 1 097 1 080 1 191 1 1 /4" 1 380 1 442 1 408 7 536 1 1 /2" 1 610 ( 682 • 1 639 1 728 �TT }1- �=C 21 2 067 2 157 2 104 2 203 I1 I7 I I-,%,-- .,111111 .o ''LL tom' F- TI-118PROJECT ��� � 2 /2" 2 469 2 635 • 2 703 3 3068 3260 3314 .• -- o` _Tiro 1), _ Xf7J-��.- 1r1 -I M6 i W 3 1/2„ 3548 3760 )1L1 99-3h 4 4 026 4 260 • 4 310 4 316 I��� ll�l o R KA ��2 CI �,,, ce _ = 5 .5 047 5 295 6 6 065 6 357 6 385 ' (I- 1 I I f 1 l ,.. r, C I■e�. '0 I 0 •� i ''� Cl. �� _ s srx -... 8 8 071 8 249 / }% t � Y?5 - 501-0 s TARGET 10 0 1 as o 370 1 M5 al SPRINKLER COMPONENT LEGEND ia_ _ i _ 111 314 2 395 - NEW FIRE SPRINKLER PIPING �� (f�) € Q NOTE - OO 0 (G; 0 r-4= A R ALL MATERIALS - - - FIRE SPRINKLER PIPING =NEW RELIABLE STD RESP SEMI -RECESSED PENDENT = EXISTING SR BRASS UPRIGHT (AT DECK) TO REMAIN = EXISTING STD RESP CHROME PENDENT (TO REMAIN) = EXISTING PENDENT LOCATION (USED FOR RELOCATION) NEW 1" VICFLEX = ADDED HEADS (1 TOTAL) =RELOCATED HEADS (18 TOTAL) = NOT IN CONTRACT NEW INTERIOR WALLS SHOWN DO NOT EXTEND TO DECK (WOOD STRUCTURE) ABOVE CEILING ARE COMBUSTIBLE I 11 1 d LEXISTING ., En ( I �� 6 �„ 54,,k,,,- ---iz'rc-- 11L L 1 99-34 STf2ANDER SLID �I_. F l CD o KEYPLAN "Hi `r o NT`�� v R';', ® ®al99 ` -31 VP F 31 r0 iv� � ��= HYDRAULIC AREA #1 R: 113 , „• %, ii V La= kill 1 eN M 2 This Budding is Protected bya Hydraulically Designed Automatic Sprinkler System `ra 98-10 1 sa Location i ' Kdchen,Comdor,Restrooms w BOR MT ,, �,if � 10 D i ®' # of S nnklers 20 p NEPA 13 2013 -TABLE 9 2 2 1(a) MAX DISTANCE BETWEEN HANGERS +i �-° �1111111 '� M1 Basis Design 1" 1" 114° 2" 214° 3" 4" 6" 1� of i'd-31 r /: 96 9/z _ Density 015GPMISQFT STEEL PIPE EXCEPT THREADED LIGHTWALL 12_012 0 15-0 15 015-015-015-015-0 doIi%!� /' ( Designed Area of Discharge 1592 SQ FT Postal Stales c3 Guitar Center 77 E oNre Garde, el PEI _..�, {T ent r z m Southo # Plaza ea -. Jersey MIAR9 Subs 1) (Jin Ch. Taal Y Mize 50470 5/5 T eak Dose awe Souls aN 8 Tomi 1'++ Co0/1/O-d Seattle - soufnne',+er - k SITE PLANT Project Location System Design I R = SDR 1 \ < L_ R PLA \ 0—EXIST 8" PIV GPM Discharge 45515 GPM 19 t $ db Residual Pressure at SCALE 1/8" = 1'-0" ?_ 45962 PSIpes SG1E t/B =1 -a• Base of the Riser Ci -29 0 W . - ... = _ _ .a — — — u N.11-4 -, y was - — — -.. , .. ACC Safely Factor 65 501 PSI _ —. �e^ al Ce -A3 QQ - 'Aw- O.�rq Cna7 o - Aga C,t.I '5 -64.4-5- T- 1'i ._`It ,• ryQ 1 � 3 0 @ o �3~ 1S C7' _ - ' OQ - _,,,, M : f44® - - - F� w d o ❑ WitbOJt cOrrl''re 0 As Note° I° Gees pM, Per The Attache, '_L'+tter Th S Gla T$ ha•e peen re leWed h " r T 6vA'a Eire e et1009 BUFTSW .•• of rnarrP current City -• __ _ ' --'7 Tj �EAaI •/g ;' , , t , m `rho _/ - s- 031 l v+ "j 0*.3 0i '-'10 % _-sx - W w n u to �� JJJ I1M®Y W W " /[0 �- - - _ w -� -~te r' +F•�1 l r3TC15 ACC :a c T r x-0'$ Hr� ? / 0 ^F adopted ocl r0S WH C I' 'IZ O - P . _`d3rcis alo,- - aF .Thio Tor the of des r ,L^crt „-:_es ler -_ � .,..-7.,-;, r'0x. „iii 195 a"'c'r seJ 4 E -, - TC 31 ut- ,:,,, 1 G, 7.._-�, c...,ili Tcr',r OKI/ ■ G3 Ta � meic¢�Ya R m1eO a� clans � 1 Ic CciE w 4 �- eo -RTtt =.`metre a es0yr t`a c- - ' _ ,,,r .40 F7r 511✓Scv�2RTt approval = 3 aCCe _- 1 .;J k�za test an0 In5ac""Ct10>p Ye TUxev, eaU 1f b, I • M%A•N1/'J•'FON • Tri STA • aMBMtnwawn of a Mair ■ ■ : •1rre PROTECTION John N 6PRINN1iR SYSTEMS • ■Jeffrey David JohNson • Northwest FireptaTls, LLC ■ • • t. e28CRR ; 1..r„,... 'E33Dli SI_ PLA\ (=or -ycraulic Reference Only) �i i (-( ... r- • u :STB Mir. e''_ . 1P1 PIM oD s tw,*I NOT TO SCALE •� _., FrE •a r © 6 F,2 JUgAA arca° p IMPORTANT IN LOCATIONS SUBJECT TO FREEZING CONDITIONS, IT IS THE OWNERS RESPONSIBILITY TO PROVIDE HEAT THROUGHOUT WET PIPE SPRINKLER SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE AND OTHER TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS ALL SPRINKLER HEAD AND HANGER LOCATIONS ARE SUBJECT HEAD CHANGE DUE TO FIELD CONDITIONS TO MEET NFPAJ(13 LOCATIONS ARE NOT CENTER OF TILE UNLESS NOTED OTHERWISE THESE DRAWINGS ARE THE PROPERTY & COPYRIGHT OF NORTHWEST ARE SYSTEMS ALL RIGHTS ARE RESERVED ALL NOTATIONS, DESIGN, AND INFORMATION CONTAINED HEREIN SHALL NOT BE USED BY ANY OTHER ENTITY FOR ANY OTHER WORK, PROJECT, OR CONTRACT ALL WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND ALL SHOULD BE VERIFIED ON SITE PRIOR TO INSTALLATION GENERAL LEGEND EARTHQUAKE BRACING Fac FACEE —„— MPE HANGER AFF ABOVE FINISHED FLOOR —0 GROOVED CM CH MING 110GHT RG REDUCING COUPLING —� RIGID CDUPUNG ( UNLESS NOTED & WELDED —° GAP ♦ WnDm B7T1ET 't PLUG a 'Fir FITTING k CENTERLINE E/C END TO CENTER OX HYDRAULIC REFERENCE POINT C/C CENTER TO CENTER Baa CENIERUNE PIPE TO BOTTOM OF DECK D/E CENTER TO END BOB CENTERLINE PIPE TO BOTTOM OF BEAN GG GROOVE/GROOVE 801 CENTERLINE PIPE TO BOTTOM Of JOIST TG THREAD/GROOT& (ALSO "11-) FOS FACE OF STUD TAF THREAD/71r (4150 FAr) FACE OF WAIL ATR ALL -THREAD ROD REV DATE BY DESCRIPTION SPRINKLER SYMBOL ORIF LEGEND TEMP FINISH K= DESCRIPTION SIN ESC FINISH QTY LICENSE #NORTHFS928CR Boiling Point Restaurant Date 03/27/17 Drawn By JDJ NEW HEADS NORTHWEST FIRE SYSTEMS P © 1/2" 1555 CHR 56 RELIABLE MODEL G/F1 STD RESP SEMI -ITEC PEND Rt 075 S CHR 79 sx 1 �} 361 Strander Blvd. Tukwila, WA 98188 PAO FMtQ ; 27;FON Checked By GB .. "`W #:a Saving Lives, Protecting Property ,ra ,r,.' °' L Scale as noted Job # 04488C /'� EXIS1NG HEADS 7815 S 180th St Kent, WA 98032 Office (206) 772-7502 Fax (206) 772-7504 WWW NWFIRESYSTEMS COM FP 1 of 1 A (j t/2. 155E BR 5 6 EXIST QR UPRIGHT (AT DECK) TO REMAIN TOTAL NEW SPRINKLERS FOR FLOOR 19 TOTAL NEW SPRINKLERS FOR PROJECT 19 % Ro1.rr E.tvTRy o --g.. TENANTS t.1O Wo1Z ( /Ek1ST{N (•, 1tla.. G.R10 LAtLIES ( WITH uP�t(,N-1- t.E.$ D.' Fi9O'tE 4 "CHB-EVi-1N(a -rt9 1 R.E-1...tt..t ..,...-T %.k N© • 1 tnol:ArttAT\o KS i a M 9 -ID SoFI 1T 4t 4) 0 --t 1- 4 I l 1 t1 t 5 REA )cam u..1y O I 4, .•r $OFF�T L _ i FL) \-\ ta1Gt-\ 'TENFaNT ' fit-` N O MOO1rr-IGAt• it) 'AS -TY Ptc.pc. Hanger Notes • Hang all new piping to the bottom of the roof TJI'S using sammy screws GST 20 • Hang all new piping per NFPA # 13 • Use 1" nipples and caps or unistrut trapeze to reach TJ1 for hangers 13 '0 4 1 1 • 1';4,M.T E" f -1- I 1 l c•T E.0. T1=NAt�'CS WO kNoR'% P‘PtN1a 4 c"v....1UNIG• P_At-a Symbol Notes E4WJW No work required • Dry pendent sprinkler, Y/" 165 -degree • Existing sprinkler to remain, 'h" 165 -degree chrome pendent reliable model G N 4 New sprinkler 165 -degree chrome pendent NX New sprinkler 212 -degree chrome pendent R. • Relocated sprinkler 4 Fi Deleted pipe and /or sprinkler - - - Dashed is existing piping — Solid is new piping -�'- Denotes a pipe hanger -6- Denotes a mechanical tee EXISTIQ coo.,E•L wJ N RtAp NRo WORK 91�w� a �- ExtsTeNt.. NERD PlecH c.00i.adt r.to WOQJ1 t -431i, cE1.I144, Ta cDOL J5 R Roo0Ot . N '4 REST ROOM 1 3 Heads relocated 9 Heads added 1 Heads deleted 13 Total heads reworked II - 0 1 J CO 1 Note The General Contractor is: Duren Hewitt (425) 369-1620 Tukwila Permit # D02-086 Owner is: Pacific Trust (206) 425-9500 14 NDOVER PAttK WEST r l sut?5 `rFeRt�F-r STORE SIVE PL -Aa o, PI\1 `E` Po G r Rise:12 Root-. W///4 W rn £314.6c S NOPS NO System Notes • Add and relocated sprinklers as shown ▪ The existing system is a wet grid, with the riser located at the southeast corner of the building • Notify the building owner for access to the locked riser room ▪ Notify the alarm company and Tukwila Fire of all system shutdowns and reactivations ▪ The system must be left in service at the end of each workday ▪ Obtain a permit from Tukwila Fire prior to any work • The existing sprinklers are Reliable Model "G" %" 165 -degree chrome pendent ▪ Match the existing heads and canopies • Modify heads temperatures as shown • No modifications are required to the existing upright sprinklers above the suspended ceiling • The existing building has 18" TJI'S at 4'-0" on center at the roof • Gridded piping with 1" arm over to sprinklers requires no new calculations • No more than two pendent heads off any 1" outlet • The cooking hood has a built-in suppression system, which requires no additional fire sprinkler work • Heads around the cooking hood and steam hood will be 212 -degrees • All new piping to be 1" sch.40 or dyna-thread 40 new fittings to be class 125 black cast iron ▪ Clean all existing sprinklers and canopies as needed ACCEPTED Without Comments As Noted In Red 0 Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval, Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Dater/ /6 /02-- By: Cv icSt li EUKWI1A FIRE DEPARTNIENR Please call: 575-4407 and give this job No. C''Z-5-/S and exact address for shut- down or restoration approval. i.ar 1111 1 0 20024O`' 41— 2"1q CONTRACTOR'S LICENSE LIC # RELIAFP 102L1 RELIANCE FIRE PROTECTION, INC. 3706 AIRPORT WAY SOUTHF SEATTLE, WA 98134 1 L. TEL: (206) 682-6636 FAX: (206) 682-6744 REVISONS CUSTOMER: � 1-14145 MOtJGotu1 u GRIL\_ ADDRESS: 3 b 1 STRaN peat. BLVA" TUttw tut, W P. PROJECT: RESTAvRial s- Z"I / RE oDE . APPROVING AGENCIES TOKvJllq FIRE JOB NO: DRAWN BY: DATE SCALE DRAWINGNO: Zo725 N. rNMgt.1 7ll 'oloL 99"--I-O q 1 OF y . Fire Alarm Plan 1/8" = 1' - 0" ACCEPTED 151 Without Comments LJ As Noted In Red 0 Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subiect to errors and omissions which do not authorize violations of adopted standards and o-clnances. 1 he responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date' 2 Y -0 By: ,� lM J ✓' 1 NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in $40 Re - Inspection Fee and termination of the testing. ?7 7 i4, S91,144 TUKWILA FIRE DEPARTMENT Please call: 575.4407 and give this job No.'JA F )C's3 and exact address for shut. down or restoration approval. Symbol Legend a MANUAL PULL STATION (WALL MOUNT TOP OF DEVICE da 40') 0 PHOTOELECTRIC SMOKE DETECTOR HORN!STROBE COMBINATION (ed . CANDELA RATING OF STROBE) (WALL MOUNT ® 80. OR 8' BELOW CEINLING WHICHEVER IS LOWER) STROBE LIGHT (cd . CANDELA RATING OF STROBE) (WALL MOUNT 8 80' OR e' BELOW CEINLR4G WHICHEVER IS LOWER) INDICATES EXISTING DEVICE Flag Notes: Relocate existing device to location shown. 2© Make connection to hood suppression system, connect to existing FCI 72 Series fire alarm panel (zone 13). FILE 1g' tID) JUL 2 3 2002 .grey Project Name: KUBLAZ 361 Strander Blvd. Tukwila, WA 98188 Date: 7/2/02 System Type: FIRE ALARM Drawn By: J.F. Scale: Ao Shown Contractors ALARMCI055CW License # Approved By: Date Revision Date Revision ACE FIRE & 1-800-354-1555 SECURITY SYSTEMS A Division of Alarm Center, Inc. P.O. BOX 3363 LACEY, WA. 98509-3363 SHEET NO. FA -1 TE IWO E'X1ST. HORN SMUT 0 J—BOX. ALARM PLA 1 / = — 0 " ACCEPTED WITHOUT COMMENTS. / AS NOTED IN RED 0 PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept Al litions, deletions or revisions to ; -.--wings after this date will vii ttt .t.,nca and will require a resurevised drawings. Final acceptance is su'dject to field - inspection by a representative of this department DATE:/ e BY 1 CITY OF TUKWILA 575.4407 TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job No and exact address for shut. down or restoration approval. 1/49c eUz4-0»3 . FIL timgrumgmt:1 111. NOV 7 1996 ED A ze7- /6-0 SYMBOL LEGEND 0 Fec ALARM CCNTROL PANE_ MAINUAL PULL srAncti. WALL 1.52ILINT 0 48 TOES AFF. 9.0tVE DETECTCR FRE ALARM FORNI & STROP LIGHT. WALL Ma_ iT 0 E0 111:7 -ES CR 6 TOES BLOW M.TC Y -P4 E'R S LOWER FRE ALARM STROBE LIGHT. WALL 0 IACCINT 0 EC TOES CR 6 TOES EELOW CELM WHCH EVER S LOWER - 'MATES ECSTFC DEVICE [I> RENSTALL EXSTTC CIETECTOR �4 EW DRU. CEL15 3 9(4-0243 7Projed firm TR6.,t;ED71g, BACEl_I(TU,:ANT tv4420',.aBIT) Wk rite 11/6/95 FTE ALAAA =•Ir ALARMCI055CW 10.02A-1JF IAur,,A.4d Da.. Revbc— ACE_ FRE & ctY'F'A 72-°" 4.44q1 ' P.O. BOX 3363 LACEY, WA. 98503 I or; t - r Dr 1 — I FILE <J, TUKWILA FIRE DEPARTMENT Please call: 575.4407, and give this Job No 92-Fo3Y end exact address for shut• down or restoration approval ACCEPTED �WITHOUT COMMENTS. AS NOTED IN RED 0 POR THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accep'::l 5y the City of Tukwila Fire deletions or revisions' to, - ScMfn3s after this date wilt voidtuT : _ tztca and will require a resu brnittA:;f revised drawings. Final acceptance is subject to field - inspection by a representative of this department DATE: ';/144/ BY:.44M 37r CITY OF TUKWILA 575-4407 FEB --9=199 j j E E) -7447-5-4-1)-3 SYMBOL 1 FGEIfl IIACPI FRE AL.ARA.. f171T' FAAEL 0 MAA 11A PLLL STAMM 'WALL Merit 0 43 IA -ES AFF_ O 4.ChE CE, -ECM_ 8 C2=- [> - FRE FRE-- ALARM FORA & STRCE£ Mit W'KU_ MCll0 O 66 113 -ES O2 6 INCFES LL1CAA C€LtG..'h1-tJ 1 EWR 6 COWER A:Alw iI How & STROBE LUNE, WALr_ MCIAri 0 83 W -ES OR 6 INCIES F3F7 (Tr CEIfdG WI -10-1 EVER 6 LCWE . ILYATES E?SRG LEVEE -c1 Q FEPLAO EXSTtG FKR{ Wail -1 tEdr ADA. I4F JS:P..JEE=_ Oaf ECL FEw CEVICE . TO EX ST.TG CRLUL- Proa3 i i MCCEdt WCtEl CTRiANI f.PROVEI. 361 S IVN1JE.rc B1MI TU- 1_[ . WA_ 2/4197 'jp FRE.9LAJaL Griot, AS9iavnta°�'P' AE APtv1CX55Ci ACE EEEFc a SECK Y SYSTEM U P.C. BOK 3363 LACEY: WA_ 98503 ice .. '" SCOPE ff n� GENERAL Aea wo�erzm��,„ �E ruw°ms,xtvsEm+¢ DI, 11230 wwTrtwY� ocamve�'srA7rcnuwrcawr 5vwrvwEms NOTES MT 6° �.0 DECK - ._ OD_JOISL. -._ ... _ ...___-- ® ��.e-N' �� 4•/�0 x,n..w /NEW r DROP m H EXISTING rx w; a Taal—,„ 9, 01113 30 110111.6. 101.06, 30 6.3311 ,. 7, ME ALARM sysrei peaces Insr,uncx OP 301IDD.116 �„o TO BE 30.0. 00 BD, snp,Evarrvc, 110.330, ,o>� 'oaa,e µewF,vm co 6361.1610'v"x°w" a ,=l awrexrsaaw,veuTOAawae wx,Neffuao,cusoErnoN.vaw mww�.xs.sms,xAccoAowawm,mex,x,rwnArsuue,rmsoFx..nss veamrwacxawmewcAnexwAAwmxrema.Asaa,uu TMEmmlt��;�M ',�; " 31,6630G „w TV170,xEw.1, =6„3s 13 I0311...6 WIN. CONTRACI (6.0 1. 013.D o„ cxornTaes",ee"r OR OS SOIEM-IDFIRIN6 Aus.oaus Ad In Spdr 100 ,ry w�"TM'"r` ;o 'M; ox,s.n,: eo A<mx0 w, MAIxre„urcrar.nserme mu nvuuvrreo �, ... Wood Jml .,„ PF ba,W �,stoiearmeri EXI TING QR BRANCHLIKE UPRIGHT NEW iX 0000 ° s : 'a a Ym w� ,m 6' �}.�EXIST WATER MOTOR GONG \ACELEX00 IMI�� .tm a°' 0 �4 �« IT 're 0 R. r� UST C FLOW SWDCH oR FFA EAST s' AWN VALVENEW XST s' / GATE CEILINrI07=67=16674 QRPREQUATE SEMI -RECESSED PENDEOT PM ' �. a•,.r„„r �L �„a�„„r WE era„ sm I a ® tw' 8" DI PPE (SEE SITE PIAN FOR CONI) -.,, rl56.7ED ......... .... .. .. ., - -. a,�rrr,.mcouu,vx-, FE BRAIDED VICFLEX FLEXIBLE Existing Riser Detail Cross Section naso"s Ln,umNe mTe ers HOSE SPRINKLER ASSEMBLIES ESHER DETAILS FIEXHEA9 CONFIG FOR S-TANDARD PENDENT SPRINKLERS WOOD ANCHOR ATTACHMENTS Not To Scale SCALE /a" = i' -O" ? ° //1111118211111111E1511 / // C3 �� E 1 1M7 97k WIWI a®= 1; M I �� [r �i1lyi //� / Ill,4lilll,IF� %f7 �i l[��} l 40 CoO e "rill lELYIECIIIIIIII Ms 99-38 THIS PROJECT JOT III . �.�.�. 7 y nIll 11 i — ,� 111 11111�� MR 1.- 1 _ —i ®� � �_. 11111111111111111121 , , 1411 III iii - ,--.. �/ 1 M5 SPRINKLER COMPONENT LEGEND - 7 • ..I{ / i �'iall I, II` -� 171-3Y2 0 Z 39 ®� = NEW FIRE SPRINKLER PIPING - - - - = EXISTING FIRE SPRINKLER PIPING O - NEW RELIABLE STD RESP SEMI -RECESSED PENDENT ,, EXISTING SR BRASS UPRIGHT (AT DECK) TO REMAIN dEk - EXISTING STD RESP CHROME PENDENT (TO REMAIN) = - LOCATION (USED FOR RELOCATION) O ' EXISTING PENDENT N US ON /'� NEW 1" VICFLEX 1 = ADDEO HEADS (1 TOTAL) 1 f- RELOCATED HEADS (18 TOTAL) NOT IN CONTRACT NOTE ALL NEW INTERIOR WALLS SHOWN DO NOT EXTEND TO DECK MATERIALS (WOOD STRUCTURE) ABOVE CEILING ARE COMBUSTIBLE HIIIIIIIIIIIIM (.,'114911111 III = � - 's I /� f ,„ / Tcif„707o ILII r�ra II e� E'er-- T` °�( -- 116 99-3y2 1 ,� M4 O STRANDER BLVD KEYPLAN '1:k/ Y .. // / // �d U O o f N T !/ /I / (/ /i/i !i /� `� 136 N _ 99-38 HYDRAUUCAREA#1 !� Ig 9 Protected by �Y //,I _� / 4di'` �/ /j(S' 411111111110- r-'�i LW 9811.10 id.O M2 Hydreulroally Dewed Automat Sprinkler System / -K 1= p TOR _ Location IGfchen,Comdar, ResMom� ` ��A58 BOR L 4 ( MT �/ fl 10-0 '' ®i #ofS Sprinklers zo P I--.--� NEPA 73 2013 - TABLE 9 2 21(o) MAX DISTANCE BETWEEN HANGERS -06`,..." / ��; / , I 1 ( , M 1 Basis of Design r 1r 111 s° 29 3" a' s° / • r /ij/ 96-98 a 0 15G� peDNy fGPMS STEEL PIPE EXCEPT THREADED LIGHTWALL 12_0,2-015-015-015-015-015-015-0 - / / ,� S/ I Desned Area ofDlscharge 1NN2 SO FT /// „-� tee a P°.,,�a.„,�.. ' ”` n . Jw v, ty n ail aro...„ ,v,a, __ sv.,i..exx v _.. SITE PLAN CLD Protect Location SystemDesign FIRE SPRINKLER PLANS �7 I EXIST $„ PIV GPM Discharge f4,5516G6M Residual Pressure atae.u.crne SCALE 1/8" = 1'-0". 45982 PS1 I rmR vn--m ,` Base ottlre Riser Lr.T Or __ _ 4 Na �^� ASW :� Safety Factor [85907PSI ___-_.___.__- O' . r,„, fir ____... _...__..._ .___.. _..__ ____...._..........______ ___... E,,,, fd8 rna _-- Or - - _- _. - - - - - I[1,, ` ij f� �' ,5'2. 'dj3 bag I Qa® °,4 „ --„�, �® -- ,, -- �� ._ vi 11, e Dom - 0 AS Net CLO in `Wenn �eTter e Per 17e A. _J Trese Fans Lar e.+edf v-T„Fvl'a Flre ere. 6 e, O . - - RTi ENT - - - 7 and -' 10 (J S_W'S. 1 Ea./ 04r .„ - - - - - - -- - - _- 114,‘-0 `M {..... o ib , 9 k - - ._ - _- 'Itit �° j .g ,.,- - - - - I �� P� , ^`adopted . r e 9 ler ra "NW ., e a ry -- ..... 11, W ! ? 6u:avvf�a •• •rexe� • '�OsccDent SITE PLAN (For Hydraulic Reference Only) ;' j approval acce{ a ano m`peCo'p b,ewneil 2T e� 3f t7�' 1 r eux�io.iwas+rmma fieSrstm,re, LEC 'a3� ;, NOT To SCALE aD ., ° „�^"7 • IMPORTANT w EFcanaws sue.Ecr ro ERELONG cowonows, T s rnE owNEres ESPFNSR1H,Y,Mit, OEHEAT'HRFUG,10s0VPESVRNKIER S. ,EN AREAS AND N ENCLOSURES FOR DRY PIPE AND OTHER TYPES of VA 0 c0NTRO1.0 WATER SUPPLIES TO sPRNKLER SYSTEMS ALL SVR NKLER HEAD ANO NANGEft LOCATONs ORE sUeJEci TO GRANGE DDE N FELD coNWV rn MEET NTLI -i HEAF I.ocanorvs ARE rvor 065008 of mE 08 05S NOT£n On1ERWI50 THESE DRSAWINGSARE ARE THE PALL NI1 ffi COPYRIGHT D INFOR 0 MK SYSIEMS050000 W RK, PROJD Au MKS ARE RESERVED ALL ANY OMER ENT11., AND NYO OTHER HEREIN SHALL NOT BE USED BY ANY OTHER ENTAK PR ANY OBER WONK. PROJECT. DIMENSIONS SNAIL TAKE PRECEDENCE OYER SCALED OR CONTRACT A AU L SHOULD DIMENSIONS AND ALL $HDetD BF MEWED ON SITE PRO TO INSTALLATIONl+iR GENERAL LEGEND 4E0 DATE BY DESCRIPTION SPRINKLERLEGEND LICENSE 9NORTHFS928CR x- - Boiling Point Restaurant Date 03/27/17 -- - - Drown By 203 Checked By GB - Scale as noted Job jj 044880 FP1 of 1 -f- E.w,xw.Rs mA�,n rx r«�,r „Dx � a i mam em n -� tixo arxuxc r'n^XP1°� -� n c mxc axm a 00 Dmmm Q xmem m02009400x, 0/0 DM 1'0mee =F m,aA roam x tl01P1aA"' rkr m try .r LO m', rmr r.,crarzw. am r�u- n ` reN DE wHEADS SrNx esc F"'� ° Tv NORTHWEST FIRE SYSTEMS g /z• ,sap REL TP RE S.N. RL< PED R,D,s S_R O R 19 361 Strander Blvd. Tukwila, WA 98188 PAID �1 �,'� ����� MINI - .. _.._ _ Saying tines. Protecting rropertu > -. !� �� 7815 S 180th St Kent, WA 98032 Office (206) 772-7502 Fax (206) 772-7504 WWW NWFIRESYSTEMS COM -' . 505'0 OR u0RICHT (AT 0000) 00 RENUN TOTAL NEW SPRINKLERS FOR FLOOR 79 LOTAL NEW SPRINKLERS FOR PROJECT 19 FftoraT ENTRY 22T54E32. TENRNTS No 0.1019,3, ExiSTINy i'k. 4R\D 1-0N0.s WITH VFR.1,NT HEAD/ StB0 E1 \.4THE c.Elur.(.-111:1 t 12.E1+•01.4 OnrTH NO I t'1.0D1F 1049T\O bib OF wwr Fre r_L1,1AGN 1A -W. 140 PUT W bp .b... MOO\FacPT toKS TiPcac. .4 R H Hanger Notes • Hang all new piping to the bottom of the roof 0115 using semmy screws GST 20 • Hang all new piping per NFPA # 13 • Use 1' nipples and caps or unistrut trapeze to reach Tjl for hangers OT9AE40. V0 4504T$ NO W0RFa PIPING 4 C LALI, 6, Plana tio Symbol Notes tyro- No work required • Ory pendent sprinkler, 'h" 165degree • Existing sprinkler to remain, 60" 165 -degree chrome pendent reliable model G .4 New sprinkler 165 -degree chrome pendent N}( New sprinkler 212degree chrome pendent R • Relocated sprinkler 4.6 Deleted pipe and /or sprinkler - - - Dashed is existing piping — Solid is new piping -••- Denotes a pipe hanger -9I- Denotes a mechanical tee 3 Heads relocated 9 Heads added 1 Heads deleted 13 Total heads reworked a a I.(cD13:7H Note The General Contractor i Duren Hewitt (425)369-1620 Tukwila Permit # D02-086 Owner 0: Pacific Trust (206) 425-9500 PN 0OVER P012., WEST SH0P5 ST50.50O0RE 570E. P5-taa r W M 00405 S NoPS a, PN 'r FDG a>oM N0 SCg1g System Notes Add and relocated sprinklers as shown The existing system is a wet grid, with the riser located at the southeast corner of the building Notify the building owner for access to the locked riser mom Notify the alarm company and Tukwila Fire 01.0 system shutdowns and reactivations — The system rnust be left in service at the end of each workday Obtain a permit from Tukwila Fire prior to any work The existing sprinklers are Reliable Model "G" 'h" 165degree chrome pendent Match the existing heads and canopies Modify heads temperatures as shown No modifications are required to the existing upright sprinklers above the suspended ceiling The existing building has 18' 'UPS at 4'-0" on center at the roof Gddded piping with 1" arm over to sprinklers requires no new calculations No more than two pendent heads off any 1" outlet The crooking hood has a built-in suppression system, which requires no additional fire sprinkler work Heads around the cooking hood and steam hood will be 212 -degrees All new piping to be 1' 11.40 or dyna-thread 40 new fittings to be class 125 black cast iron Clean all existing sprinklers and canopies as needed ACCEPTED Walnut Comments As Noted In Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards Acceptance is subject to errors and omissions which de not authorize violations of adapted standards e dordinances. The responsibility for the adequacy redesign rests loopy with the designer. 00000n,d lotions or revisions to these drawings after this date e,4 void this acceptance and will require e resubmittal of revised drawings for subsequent approval. Final acne ance s subject to field test end Inspection by The Tukwil Fire Prevention Bureau. Dater/1 IOL By: TUKWIIA FIRE 000000MEIW Please call: 5754407 and give this lob NO. !^'2" 5/�� and exact address for shut• down or restoration novo.. TP]2TID 1111 1 0 200` 2-IuId3, CONTRACTOR'S LICENSE LIC a KLIAPP 1e21..1 RELIANCE FIRE PROTECTION, INC. 3706 AIRPORT WAY SOUTHF SEATTLE, WA 98134 1 L E TEL: (206) 682.6636 FAX: (206)682-6744 REmsoNs CUSTOMER: i\NQNS MOMGOLSRN G12.3%.- ADDRE5S: 361 STRaaNQEK. Bt W. TuKwn-q,Wq. PROJECT: RESTAVRAN'' T S. / REMODEL APPROVING AGENCIES TyKw1W F,0.. 207 Z5 1 U. Iben J "1)wtoz 81(1.1.18. 1 1 DR 1 Fire Alarm Plan l/8" a 1' - 0" ACCEPTED 151 Without Comments ❑ As Noted In Red 0 Per The Attached Letter These plans have been r90iswed by The Tukwila Fire Prevention Bureau for cen,ormanx with current city standards. Acceptance is subject to errors and omissions which do not authchze violations of adopted 0ndaMs and o-cman«s. the responsibility for the adequacy of desmon rests:orally with the designer. Additions, &detion., or rcnsions m these drawings after pis date will void this acceptance and wit require a resubmittal of revised drawings for subsequentapprovai. Final acceptance is subject tog. lest and inspection by The Tukwila Fire Prevention Bureau. 015 i—b Y -o> By, 4 NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testing 00 any Fire Alarm and Detection Systema. Failure of test will res0it in 540 Re- Jnspeetion Fee and termination ante testing. TUKwILA FIRE OEPARTMENt Please call 575.4407 and give this job go. oa-F-J43 and exact address for shah down or resbragon approvak Symbol Legend 10 MEA. ELED MD. VTR, DOW TOP OE DEee-®,,, 0 PROTODEEDIRD ERNE DETECTOR a,wµnZvaT=NT aacwanawaa eamr, 6 Wmov.n w con mpw aE=.wa n ao WIXOM, EXISTING DEVICE Flag Notes: 1% Relocate existing device to location shown. Make connection to hood suppression system, connect to existing NI 72 Series tiro alarm panel (zone 13). FILE JUL 2 3 2002 Protect Name. KAUAI bf Btran9er Brad. Tukwila, WA 98188 O.. 7/2/02 s Bier va. FRE ALARM At Shawn ::e` ALAAMCI0350W ACE FIRE & 1-09-5541555 SECURITY SYSTEMS A al Alarm Canto, P.0. BOX, 3983 LACEY,foe. WA. 93500-3363 NEST N0. FA -1 2 s /vn 891-1-1Q Pt R A SIRE ALARM PLAN ACCEPTED WITHOUT COMMENTS. AS NOTED IN RED PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dart. Atfitians, deletions or visions to 1.t ewings after this date will vciI 1.t! and will require a resus.",i. .,: rwAsed drawings. Final acceatsnce L subject to field - inspection by a representative of this department DATE:L(/Y L4 BY— 7 CITY OF A 57544074407 TUKWItA FIRE DEPARTMENT Please cast. 575-4407 nd ei�/ mI:lob and exact ad— t. down or restoration aPdrovai. ?;?/6, Y d/ /�J£ 65h.2 9- ), RALE ILNOV 71595" A4y- SYMBOL LEG_t.D a 0 F1E. Ascan CAGREM. PUG. 4h Ll. RAL SA: M'WALL WONT O 18 M?6 NT. F1ALARM 1.024 8 MM. WALL U,"r 0 Em f 5 fi t1}ES AR_Ow 4110 81 E1?07. L 01F5 LONER. O 080 LATS OR fi h6 BELOW 0 (FLING WHOL F�4E M LOWER MERTES Ek$4G EE`AE REINSTALL 0.'040 DETECTOR ON tt'N UR.P 04110 rj4' �3 4�R rkr, eaa�s Fa nrxm.Q > 3M. 70 n,'e/saz,�c�v�rw� _trE ,span--_—lsa^ss u. aft .__ u>m i 0055CW ACE FHB & ..00.RTY SYSTEMS --.. _.... , P.O. BOX 3363 LACEY, WA. 90503 pf;_j FRE A-7 ARM PI.A1Z 0- ct w LALL"Tz EEG r FILE TUKWILA FIRE DEPARTMENT _ Please call: 575.4407, end give this Rb No. q2 -F -03T 7111.ter'esTrVore=aL ACCEPTED la WITHOUT COMMENTS. Dirg AS NOTED IN RED 0 PM THE ATTACHED LETTER The drawings affixed hareto have been reviewed ani&ctgttaCityOf Tukwila Ara deletions or revis!puuta ku,s, a-aa'nrrs after this late will VSI tailca and wilt require a resubaiit.—tuf revised drawings. Final acceptance is subject to field - inspection by arepresefltative Of this department DATE: ./rulqa ay, .4 -LL Ljr • CITY OF TUKWILA _ 515.4407 Fmgmawmp.. JL FEB - 5'19,93 p F SITE LOCATION Site Address: •,� Int S `" (y d Suite Number: 2 j ( Floor: CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 1-7— —c)c0 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** 2-(0 3o' -'I 0(Q4- King Co. Assessor's Tax No.: Tenant Name: B o L t v‘Pb1 ✓\t Re s New Tenant? Yes ❑ - No Property Owner's Name: �Jni 3Q/L-1 Mailing Address: 3211267e14,41A, v-cQ TcML.wi loL City State Zip CONTACT PERSON -if there are questions about the submittal. Name: Kc C 0 1 Rt Q -'r Day Telephone: 9,,Oip3-7-a ' a a Company Name: N U\1(4-f'U t6t 1f -Cep-ten/1-4 Mailing Address: S. (Cj S . 1 go/' . k [,t� F} / g o J� .-. /� i tai E-mail Address: K b rea Aret)1 LAD (N)S LJ S '✓�S .C6 Fax Number: gob �Sdte S Zbp `7/1 i' �i �J Contractor's City of Tukwila Au 5 , o ti' �j 1. o NICET III number:11 (t, Z/ `"f Business License nu ber: 02 2- r-eA^) 41-611 vl Valuation of Project (contractor's bid price): $ 171.0 1 Scope of Work (please provide detailed information): T1. N o-Y44A- 1. at - Pre 5 U sk C Gv 111 (QC. jt. h0h.c.4'11.oh 1--(2d I;n,tEck-h'1- A2i�'e2S 6Y- 5 (-e. 364. CorA9j (e -C, tn.e00- , ' . ' . .• III 1 ' t- th e� / iam& 4AC S •l 4 • . i A i kck dem(Q -h_ v wit 1 bQ. i vis lR( • • -1-1,1(411A-0A. (Jt S 1,4-41-C-- - S u.i L l' ;5 I cro7 ' S p-ri iv IC,(.Q PERMIT APPLICATION NOTES Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Total number of new/relocated devices or sprinkler heads: Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: 'ACL F& 5 Q- J N ati4-e..v-)e6i - i re Cu( s 1 Date: ' 7 - Print Name: K< J t`'t 0 Tea( YTvl Wc-Sf" ("' ✓N' Day Telephone: (got° 7 L " 7-S O Plan Permit App.doc 8/22/14 V S S TFD FP Form 8 SITE LOCATION Site Address: Tenant Name: CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION 41,04 Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** 3�l S"'r,One) e% Ece— yaL- )23i IA King Co. Assessor's Tax No.: Suite Number: Floor: New Tenant? ❑ - Yes ❑ - No Property Owner's Name: Mailing Address: City CONTACT PERSON -if there are questions about the submittal. Name: Company Name: Mailing Address: State Zip Day Telephone: 2..b 6' • 22 9 .52 Y City E-mail Address: r"%W/) J 5.0 u) --;s4 c=L pito t 4._ Fax Number: Contractor's City of Tukwila NICET III number: Business License number: Total number of new/relocated devices or sprinkler heads: ) ' ' State Zip a' Valuation of Project (contractor's bid price): $ '7 peo- Scope of Work (please provide detailed information): Jett OLL 3oa PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR UTHORIZED AGENT: Signature: Print Name: T si' a '/! C7 t t )-' Plan Permit App.doc Day Telephone: Date:,./� -f � 8/22/14 TFD FP Form 8 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Dollar Tree 321 Strander BI Permit No.: 10-S-156 Date: July 28, 2010 Reviewer: Al Metzler Fire Protection Project Coordinator (206)575-4407 • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ` of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2 1/2 inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-05, section 13.5.6.2.2. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 30 or more heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems, in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a loss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2010 Edition. FIRE DEPARTMENT HOOD SUPPRESSION PLAN REVIEW COMMENTS Project Name: Boiling Point Restaurant 361 Strander BI Permit No.: 17-H-090 Date: May 22, 2017 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Nozzle heights above appliances to be per manufacturers installation guidelines. • Fryers shall be installed with at least a 16 inch space between the fryer and surface flames from adjacent cooking equipment or a minimum 8 inch high steel or tempered glass baffle plate shall be installed between the appliances. • Upon activation of the suppression system, the make-up air supply will shut off and the exhaust will keep running. • Type 1 hood systems shall be designed and installed to automatically activate the exhaust system whenever cooking operations occur. The activation of the exhaust system shall occur through an interlock with the cooking appliances, by means of heat sensors or by means of other approved methods. • Activation of the suppression system shall shunt all electrical power under the hood as well as the gas supply. • Install a "K" rated portable fire extinguisher within 30 ft. of the cooking equipment. • The hood suppression system shall be monitored by a U.L. Central Monitoring Station. • A minimum 110 candela horn/strobe shall be installed above the kitchen hood suppression system manual pull station at a height of 80 inches above the floor. • A separate fire alarm permit from the Tukwila Fire Department is required for all fire alarm work. • The suppression system manual pull station shall be located no closer than 10 ft. and no farther than 20 ft. from the cooking equipment and be placed at a height of 42 to 48 inches above the floor. • The inside lower edge of the hood shall overhang or extend a horizontal distance of not less than 6 inches beyond the edge of the top horizontal surface of the appliance on all open sides. The vertical distance between the front lower lip of the hood and such surface shall not exceed 4 feet. • If cooking appliances are wheeled, the appliance wheels shall be set in tracks permanently mounted to the floor to ensure appliance is returned to original location if moved for cleaning or maintenance. NOZZLE HEIGHT 42 IN■ 1 �2 PIP SIZE 18 total flow point BOLING POINT 361 STRANDER BLVD TUKWILA WA 98188 Amerex kp KP 600 fire suppression system uI hood 18 DUCT 14x14 DUCT 14x14 FUSIBLE LINKS 450 Amerex kp 600 maximum flow point 18 MECHANICAL GAS VALVES 11983 ,11983 1-11" 11982 11983Y 11983 RANGE 18x36 RANGE 18x36 24x24 RANGE 24X36 24X36 RANGE RANGE All cooking equipment undder the hood shll shut off when system is actuated & make up air unit and gas shut valve to.fire suppression system shall be connected to the fire alarm system i EXIT MANUAL PULL 48" HEIGHT K CLASS FIRE EXTI PAID MAY 1.2 2011 TUKWILA FIRE ec ' 3/a — Q) CO lV r C r 05 r nr RANGE 18x36 RANGE 18x36 24x24 RANGE 24X36 24X36 RANGE RANGE All cooking equipment undder the hood shll shut off when system is actuated & make up air unit and gas shut valve to.fire suppression system shall be connected to the fire alarm system i EXIT MANUAL PULL 48" HEIGHT K CLASS FIRE EXTI PAID MAY 1.2 2011 TUKWILA FIRE ec ' 3/a — DRAWING DIRECTORY NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result In a Re -inspection Fee and termination of the tenting ABBREVIATIONS FACP SHEET #: SHEET TITLE: LEGEND AFF FA -01 COVER SHEET, BILL OF MATERIALS AND GENERAL INFORMATION BFF FA -02 DEVICE LAYOUT WP FA -03 ELECTRICAL SCHEMATIC & CALCULATIONS H/S HORN STROBE 12V8AH t SMOKE DETECTOR NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result In a Re -inspection Fee and termination of the tenting ABBREVIATIONS FACP FIRE ALARM CONTROL PANEL LEGEND AFF ABOVE FINISHED FLOOR QTY. BFF BELOW FINISHED FLOOR 1 WP WEATHER PROOF FIRE ALARM CONTROL PANEL (EXISTING) H/S HORN STROBE 12V8AH S SMOKE DETECTOR BPS P MANUAL PULL 1 H HEAT DETECTOR 4 WF WATERFLOW SWITCH . SCM SUPERVISED CONTROL MODULE PC2R MM MONITOR MODULE ;o\ T TAMPER SWITCH 2 STROBES (WALL MOUNT) (EXISTING) 1 STANDARD MOUNTING HEIGHT DETAIL ® MOUNT NOTIFICATION DEVICES 80" ABOVE FLOOR OR 6" BELOW CEILING, WHICHEVER IS LOWER, PER ADA REQUIREMENTS. 3 6 "—I "T" BAR CEILING I MAX. �o U DIFFUSER DOOR OUTSIDE OF ROOM FIRE PANEL F131 t NOT LESS THAN 3'-6" NOT MORE THAN 4'-6" 72" BOTTOM OF LENS NOT LESS THAN 80" AND NO GREATER THAN 96" (7.5.4) FINISHED FLOOR J BOILING POINT RESTAURANT FIRE ALARM TI STRANDER BLVD. TUKWILA, WA 98188 SCOPE OF WORK: NORTHWEST FIRE SYSTEMS WILL BE ADDING NOTIFICATION AND INITIATING DEVICES FOR SUITE 361. COMPLETE HEAT DETECTION WILL BE INSTALLED ABOVE THE SUSPENDED CEILING. SMOKE AND HEAT DETECTION WILL BE INSTALLED THROUGH OUT THE SUITE. THERE IS AN EXISTING KITCHEN HOOD SYSTEM THAT IS MONITORED BY THE FACP. THE BUILDING IS 100% SPRINKLED. TUXWILA FIRE DEPARTMENT P1, se coal! 206-575-4407 and give this Fire Permit No. h- lnd exact address for shut- Jorivn or re ren =.3g 0 Without Comments 1W As Noteo in Rei ® Per The Attacned Letter These plans have been reviewed DV The Tukwila Fire Prevention Bureau t+�r conformanre with current City standards. Acceptance is subject TO errors and omissions which ao not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design n .s totally with the designer. Additions, deletions revisions to these drawings after this date will void ir,t:: acceptance and will require a resubmittal of revs ,td drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: 41-7— I i By: (I 4 Mi i ,ili'w1-'1` )cteuttts -43 �x��r,�%1. Owh 1htMK w\ ctpw 150-045 CONDITION r SEQUENCE OF OPERATIONS FACP FUNCTIONS O v ct o 0 i' g ckI 4k1 V o v CO CI) J 7s 44, co so V = s coce o j 4 J lc/ coco A B C D E G H L 1 STANDBY CONDITION • 2 SYSTEM TROUBLE CONDITION • 0 • • 3 SMOKE DETECTOR • • 4 PULL STATION • • 5 WATER FLOW SWITCH • • 6 SPRINKLER TAMPER SWITCH 0 0 7 HEAT DETECTOR • • 8 DUCT DETECTOR 0 0 • CO 0 V44/44. THIS DRAWING CONTAINS CONFIDENTIAL PROPRIETARY INFORMATION OF NORTHWEST FIRE SYSTEMS. ALL RIGHTS ARE EXPRESSLY RESERVED. IT IS SUBMITTED UNDER A TRUST RELATIONSHIP FOR YOUR USE IN CONSIDERING THE PURCHASE OF THE EQUIPMENT DESCRIBED HEREON FROM NORTHWEST FIRE SYSTEMS. THIS DRAWING IS NOT TO BE USED FOR ANY OTHER PURPOSE NOR COPIED IN WHOLE OR PART NOR ITS DESIGN FEATURES' USED IN OTHER PRODUCTS WITHOUT OUR WRITTEN CONSENT. IT IS TO BE RETURNED WHEN NO LONGER REQUIRED, OR UPON REQUEST. COMPANY NAME LEGEND ITEM PART NUMBER QTY. DESCRIPTION FACP 1 FCI 7200 1 FIRE ALARM CONTROL PANEL (EXISTING) 2 12V8AH 4 12VDC 8AHR BATTERIES BPS 3 SK -5499 1 NOTIFICATION POWER SUPPLY (EXISTING) 0 4 SS -5602 10 HEAT DETECTOR 01 5 PC2R 3 HORN/STROBES (CEILING MOUNT) ;o\ 6 SR 2 STROBES (WALL MOUNT) (EXISTING) 0 7 SCR 1 STROBES (CEILING MOUNT) QP 8 2WB 8 PHOTOELECTRIC SMOKE DETECTORS 131 9 P2R 2 HORN/STROBES (WALL MOUNT) (EXISTING) F 10 BG12 1 PULL STATION (EXISTING) MONITORING COMPANY INFORMATION SITE MAP SCALE: NTS PAID APR 0 2017 KWILA IRE z9v/D ; ✓ 3� 0 11 rn w a SUBMITTAL DRAWINGS (1) -D -D rn ti 0 M 0 z 0 N DWG BY: JS ENG BY: — SCALE: N.T.S. DRAWING NUMBER: 04475L OF DATE: 3/30/17 PAGE: FA -01 COMPANY NAME ALARM CENTER INC. PHONE NUMBER 1-800-752-2490 ADDRESS 4500 3RD AVE SE #1 LACEY, WA 98503 ACCOUNT NUMBER AES -1565 RECEIVER NUMBER 1 N/A RECEIVER NUMBER 2 N/A k SITE MAP SCALE: NTS PAID APR 0 2017 KWILA IRE z9v/D ; ✓ 3� 0 11 rn w a SUBMITTAL DRAWINGS (1) -D -D rn ti 0 M 0 z 0 N DWG BY: JS ENG BY: — SCALE: N.T.S. DRAWING NUMBER: 04475L OF DATE: 3/30/17 PAGE: FA -01 11 ABOVE CEILING DEVICES TAG DESCRIPTIONS TAG SYMBOL DESCRIPTION © EXISTING DEVICE CA DEVICE TO BE RELOCATED 1 i DEVICE TO BE DEMOED i COal DEVICE TO BE ADDED v / 75CD 15CD /� 15CD 15CD 3OCD 04 75CD DEVICE LAYOUT / z 0 w x SUBMITTAL DRAWINGS CA 1 1 i 1 i COal A N.. M Z o N PO d - DWG BY:JS ENG BY: - SCALE: 1/4" = 1' DRAWING NUMBER: 04475L )o 0» OF 0 • DATE: 3/30/17 PAGE: FA -02 ) bum (bvidate°444' ` iz& < t) (PROVIDED BY OTHERS) 5 INPUT SIGNAL PROM )FAP . 094A(`o' l 30CD .066A 15CD .066A (`o' i 15CD .066A o 15CD .066A 15CD .066A (`o' l 15CD . 066A o 15CD .066A o 15CD .066A o 15CD . 066A 15CD .066A o 15CD .069A . 066A o 15CD .201A 15CD 110CD .066A o 15CD . 066A CJ 15CD .066A o 15CD .066A o 15CD . 069A o 15CD .066A o 15CD .066A o 15CD . 066A o 15CD .066A o 15CD .066A o 15CD . 066A 15CD .066A o 15CD .201A . 066A o 15CD .066A . 201A 110CD 15CD .094A o 30CD 110CD .066A o 15CD .066A o 15CD . 066A o 15CD .066A o 15CD .066A o 15CD . 066A o 15CD .201A 110CD .066A o 15CD .066A o 15CD .066A o 15CD .066A o 15CD . 066A o 15CD .066A o 15CD .066A o 15CD . 066A . 066A 15CD .066A o 15CD .066A 15CD .066A (`o' l 15CD .069A 15CD .066A 15CD 15CD BATTERY CALCULATIONS COMPONENTS CIRCUIT NAME CURRENT ALARM CURRENT NAC CKT 1 (81) OHMS // 1000 FT. 2.048A TOTAL RESISTANCE NAC CKT 2 (B2) B1 1.145A 24 VDC NAC CKT 3 (B3) #14AWG SOLID 0.838A 153 NAC CKT 4 (B4) 23.24 VDC 0.609A NAC 2 BPS ALARM CURRENT 2.048 A 0.205A 2.52 TOTAL 1.02 4.845A B3 TOTAL STANDBY CURRENT DRAW = 0.075 AMPS 1.145 A X STANDBY TIME 24 HOURS 232 STANDBY AMP HOUR TOTAL = 1.800 AH B4 TOTAL ALARM CURRENT DRAW = 4.845 AMPS 0.838 A X ALARM TIME 0.083 HOURS 183 ALARM AMP HOUR TOTAL = 0.402 AH i STANDBY AMP -HOURS REQUIRED = 1.800 AH ALARM AMP -HOURS REQUIRED = 4.845 AH TOTAL AH REQUIRED = 6.645 AH X DE -RATING FACTOR 1.20 (20%) MINIMUM BATTERY SIZE NEEDED: 7.98 AH l NinTr• n CQ -4 rni IAI C KAIMII ITC'C nl- Al ADAA TIAAI= / VOLTAGE DROP CALCULATION eINDENTIFIER CIRCUIT NAME SUPPLY VOLTAGE ALARM CURRENT WIRE TYPE OHMS // 1000 FT. NGT FEET) TOTAL RESISTANCE LAST DEVICE�`1 VOLTAGE B1 NAC 1 24 VDC 0.609 A #14AWG SOLID 2.52 153 0.42 23.24 VDC B2 NAC 2 24 VDC 2.048 A #14AWG SOLID 2.52 403 1.02 19.84 VDC B3 NAC 3 24 VDC 1.145 A #14AWG SOLID 2.52 232 0.58 22.66 VDC B4 NAC 4 24 VDC 0.838 A #14AWG SOLID 2.52 183 0.46 23.23 VDC i CON III SSLS (J) cN O i O I.I.I 7". LI N W LLi :2 Nwo LU W CO 0 00 c�i z cn L.. O N o -O r z 0 rn N SUBMITTAL DRAWINGS a1 1 1 1 I A ti 1 M Z o N V) d - 'R] Vl� TLS DWG BY:JS ENG BY: SCALE: N.T.S. DRAWING NUMBER: 04475L e )) o OF )) o o DATE: 3/29/17 PAGE: FA -03