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Home My WebLink About055-045-025HYDRUNICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 5.6 - SUBMITTAL. Page 1 ENGINEERS : William F. Squyres, Jr. (530) 345-1012. ADDRESS : 166 E 3rd Street, Chico, CA 95928. Date: 09-23-2008 File: C:\RESDEN56\Gregory.RES JOB : Residential 2 Heads Flowing DESIGN I SPRINKLER MANUF RELIABLE - RCF49, 16x16, K=4.9, P=7.0 MODEL RCF49 I DENSITY 0.05 Gpm/Sq Ft VALVE .0 Psi I AREA / SPR 256 Sq Ft DESIGN AREA 512 Sq Ft SPRINKLER Q 13.0 Gpm METER .0 Psi I NODES 15 PIPES 14 SOURCE I STATIC 50.0 Psi RESIDUAL 40.0 Psi FLOW 35 Gpm DESIGN I SPRINKLER MANUF : RELIABLE - RCF49, 16x16, K=4.9, P=7.0 MODEL RCF49 I SPRINKLER Q 13.0 Gpm VALVE .0 Psi I SPRINKLER P 7.0 Psi METER .0 Psi NODE ELEVATION K- PRESSURE DISCHARGE NO. Feet FACTOR Psi Gpm ----------------------------------------------------------- 1 1.0 4.9 7.0 13.0 2 1.0 4.9 7.9 13.8 3 1.0 9.0 4 1.0 13.4 5 1.0 15.9 5A 1.0 16.8 6 11.0 13.2 7 11.0 13.7 8 11.0 15.1 9 11.0 15.7 10 11.0 16.1 11 11.0 16.5 12 3.0 20.7 14 1.0 SOURCE 26.6 31.8 DOME BUTTE CD. }TY BUILDING (VISI TON SPRINKLERS FLOWING 2 AP OV ED AREA PER SPRINKLER 256 Sq Ft TOTAL DESIGN AREA 512 Sq Ftk 1C0 MIN SPRINKLER FLOW 13 Gpm C► .fir REQUIRED DENSITY .051 Gpm/Sq Ft 01 [t�,,F, COMPUTED DENSITY .051 Gpm/Sq Ft T�rolPfA ..'" TOTAL SPRINKLER FLOW 31.8 Gpm TOTAL DOMESTIC FLOW 5 Gpm TOTAL WATER REQUIRED 31.8 Gpm cY� ,,p O C{�,�� TOTAL SPRINKLER PRESS 26.6 Psi iJ 7 WATER METER LOSS .0 Psi 5 VALVE FIXED LOSS .0 Ps' Copyright (2008) SUPPLY PRESS AVAILABLE 41.6 Psi by DEMAND PRESS REQUIRED Psi Hydronics Engineering PRESSURE CUSHION 15.0 Psi 34119 Fremont Bl, Suite 609 MAXIMUM VELOCITY 9.0 FIS (800) 845-9819 YY a..Y wa..Yvv. Yw Vi VJ:JL\ 1.LnA• t'11�L' Jtt\11V I�LLiIC 11SLLtL"lUL1l.J J.b - .111t31r11 .L••1•AL. cage L ENGINEERS : William F. Squyres, Jr. (530) 345-1012. ADDRESS : 166 E 3rd Street, Chico, CA 95928. Date: 09-23-2008 File: C:\RESDEN56\Gregory.RES JOB : Residential 2 Heads Flowing PIPE BEG FLOW K -FACTOR LENGTH C -FACTOR PRESSURE NO. Gpm FITTING TYPE FTG FRI-LOSS (Psi) END ----------------------------------------------------------- DIAMETER TOTAL (Psi/Ft) 1 q= 13.0 K= 4.9 L= 14.0 Pt 7.0 Pt 7.0 1 Q= 13.0 F= L F= 7.0 C= 150 Pe .0 Pv -.3 Vel= 7.0 D= .874 TL= 21.0 .0945 Pf 2.0 Pn 6.7 3 -------------------------------------------------------------- Pt 9.0 2 q= 13.8 K= 4.9 L= 4.0 Pt 7.9 Pt 7.9 2 Q= 13.8 F= L F= 7.0 C= 150 Pe .0 Pv -.4 Vel= 7.4 D= .874 TL= 11.0 .1048 Pf 1.2 Pn 7.5 3 ------------------------------------------------------------- Pt 9.0 3 q= .0 K= .0 L= 29.5 Pt 9.0 Pt 9.0 3 Q= 26.8 F= B3R F= 8.0 C= 150 Pe .0 Pv -.5 Vel= 9.0 D= 1.101 TL= 37.5 .1166 Pf 4.4 Pn 8.5 4 ---------------------------------------------------------------- Pt 13.4 4 q= .0 K= .0 L= 15.0 Pt 13.4 Pt 13.4 4 Q= 26.8 F= BR F= 6.0 C= 150 Pe .0 Pv -.5 Vel= 9.0 D= 1.101 TL= 21.0 .1166 Pf 2.4 Pn 12.9 5 ------------------------------------------------------- Pt 15.9 5 q= .0 K= .0 L= 3.0 Pt 15.9 Pt 15.9 5 Q= 26.8 F= B F= 5.0 C= 150 Pe .0 Pv -.5 Vel= 9.0 D= 1.101 TL= 8.0 .1166 Pf .9 Pn 15.3 5A -------------------------------------------------------------- Pt 16.8 5A q= .0 K= .0 L= 10.0 Pt 16.8 Pt 16.8 6 Q= 26.8 F= L F= 8.0 C= 150 Pe -4.3 Pv -.2 Vel= 5.6 D= 1.394 TL= 18.0 .0369 Pf .7 Pn 16.6 6 ------------------------------------------------------------------ Pt 13.2 6 q= .0 K= .0 L= 5.5 Pt 13.2 Pt 13.2 7 Q= 26.8 F= L F= 8.0 C= 150 Pe .0 Pv -.2 Vel= 5.6 D= 1.394 TL= 13.5 .0369 Pf .5 Pn 13.0 7 -------------------------------------------------------------------- Pt 13.7 7 q= .0 K= .0 L= 24.5 Pt 13.7 Pt 13.7 8 Q= 26.8 F= L6R F= 14.0 C= 150 Pe .0 Pv -.2 Vel= 5.6 D= 1.394 TL= 38.5 .0369 Pf 1.4 Pn 13.5 8 ------------------------------------------------------------------- Pt 15.1 8 q= .0 K= .0 L= 11.0 Pt 15.1 Pt 15.1 9 Q= 26.8 F= B F= 6.0 C= 150 Pe .0 Pv -.2 Vel= 5.6 D= 1.394 TL= 17.0 .0369 Pf .6 Pn 14.9 9 --------------------------------------------------------------------- Pt 15.7 .. a✓..✓.•-✓✓ ..r✓+✓.r.•a iaaau aia\aJ Yaa\i L.L...LL\ LLl LL\L7VL1\rV .,/V ENGINEERS : William F. Squyres, Jr. (530) 345-1012. ADDRESS : 166 E 3rd Street, Chico, CA 95928. Date: 09-23-2008 File: C:\RESDEN56\Gregory.RES JOB : Residential 2 Heads Flowing JVL71.1.L .L Ll U. rayC J PIPE BEG FLOW K -FACTOR LENGTH C -FACTOR PRESSURE NO. Gpm FITTING TYPE FTG FRI-LOSS (Psi) END DIAMETER TOTAL (Psi/Ft) ------------------------------------------------------------------------------- 9 q= .0 K= .0 L= 4.5 Pt 15.7 Pt 15.7 10 Q= 26.8 F= B F= 6.0 C= 150 Pe .0 Pv -.2 Vel= 5.6 D= 1.394 TL= 10.5 .0369 Pf .4 Pn 15.5 10 Pt 16.1 -------------------------------------------------------------------------- 10 q= .0 K= .0 L= 3.0 Pt 16.1 Pt 16.1 11 Q= 26.8 F= B F= 6.0 C= 150 Pe .0 Pv -.2 Vel= 5.6 D= 1.394 TL= 9.0 .0369 Pf .3 Pn 15.9 11 Pt 16.5 -------------------------------------------------------------------------- 11 q= .0 K= .0 L= 8.0 Pt 16.5 Pt 16.5 12 Q= 26.8 F= 3RS F= 13.0 C= 150 Pe 3.5 Pv -.2 Vel= 5.6 D= 1.394 TL= 21.0 .0369 Pf .8 Pn 16.2 12 Pt 20.7 -------------------------------------------------------------------------- 12 q= .0 K= .0 L= 50.0 Pt 20.7 Pt 20.7 13 Q= 26.8 F= RL F= 10.0 C= 150 Pe .9 Pv -.1 Vel= 4.3 D= 1.598 TL= 60.0 .019 Pf 1.1 Pn 20.6 13 Pt 22.7 -------------------------------------------------------------------------- 13 q= 5.0 K= .0 L= 450.0 • Pt 22.7 Pt 22.7 14 Q= 31.8 F= F= .0 C= 150 Pe .0 Pv -.1 Vel= 3.2 D= 2.003 TL= 450.0 .0087 Pf 3.9 Pn 22.6 14 Pt 26.6 -------------------------------------------------------------------------- Meter = .0 -------------------------------------------------------------------------- 14 -------------------------------------------------------------------------- Q= 31.8 <<< SOURCE >>> Pt 26.6 E=>45-Elb L=>90-Elb B=>TeeBch R=>TeeRun C=>CouPlg S=>SwgChk G=>GatVly 111LL\V".0.'O • i�rao.Llima i.L&Lu r Lr%m Ot'R1rir�.umn AiLr(riU1111.o J. q - JUD11111t1L. ENGINEERS : William F. Squyres, Jr. (530) 345-1012. ADDRESS : 166 E 3rd Street, Chico, CA 95928. DATE : 09-23-2008 FILE C:\RESDEN56\Gregory.RES JOB : Residential 2 Heads Flowing PSI 100 90 80 70 60 50 40 30 20 10 0 FIRE SPRINKLER HYDRAULIC GRAPH 10 15 20 25 Water Supply Static . 50.0 Resid : 40.0 Flow : 35.0 Water Demand Avl Pr : 41.6 @ 32 Req Pr : 26.6 @ 32 Pr Cush : 15.0 30 35 40 45 50 FLOW - Gpm Copyright: Hydronics Engineering, 2008. 34119 Fremont B1, Suite 609, Fremont, CA. 94555. (800) 845-9819. Bulletin 006 Rev.D -> Model RFC43 (SIN RA0612 Model RFC49 (SIN RA0616 K Fiat Concealed g A Concealed Residential Sprinkler engineered for a minimum design density. of 0.05 gpm/ft' with low GPM requirements. Features 1. Very low water flow requirements. 2.1/2" (13mm) Total. -adjustment. 3. Thread-On/Thread-Off or Push-On/Thread Off cover attachment option, 4. Smooth aesthetic ceiling profile. 5. Available in brass, chrome and black plated or painted finishes. Listings &Approval 1, Listed by Underwriters Laboratories, and certified by UL for Canada (cULus) 2, NYC MEA 258-93-E UL Listing Categories Residential Automatic Sprinklers UL Guide Number VKKW Installation data: RFC49 (RA06161 Residential Sprinklers a ati rle=`Y"`'li °'j 1^al't 3k-'1�•'YFF. rk i �' L'ti�t1a1.;,8r:�1.'.� yn,h�..r,?i;i.�':•�"'':�' " •;;_:.:... .'i Yn `u'S' . 4•.. yt. !��;Y'�l..s.i?„�::•':L^,n•�; tri 14 Nate: 1 bar ■ 100 Kpz Minimum Required Thread Size K Sprinkler MAXIMUM Minimum Sprinkler Discharge Inch (mm) Factor Spacin? Distance Distance between it. (m) to Wall ft. (m) sprinklers, ft (m) Flow Press. lipm (Lpm) psi (bar) 'r4” 15mm Is 4.9 12 x 12 3,6x3.6 60.83) 5 (2.43 13 49 MM 4,9 14 x 14 4,3x4.3 7 2.13. 8 2.43 13 (49 (15mm 4.9 16 x 1 B 4.9x4.9 5 2.43 5 2,43 13 (49 L '/z" (16mm 4,9 16 x 18 5.6x5.5 9 2.74 5 2.43 17 (64, 'h" 15mm 4.9 20 x 20 6,0x6.0 10 3.05 6 2.43 20 (75. Nate: 1 bar ■ 100 Kpz [GENER AL INF,ORMATIOIV Basic Principles of Solvent Cementing The solvent cemented connection in thermoplastic pipe -and -finings is the last vital link in -I plastic. -pipe installation, It can mean the success rn- failure or the system as a whole: Accordingly, it requires Lhe same professional care 11 )d altettticill Iit are clivtrll to gither colilponents of the system. '['here arc many solvent. cementing techniques published covering step by step procedures on just how to make solvent ce111ented joints. I•lowevel; we feel that if the basic principles involved are explained, known and understood, a better understanding would be gained, as to what techniques are necessary to suit particular applications, temperature conditions, and variations in size and fits of pipe and fittings: Be aware at all times of good safety practices. Solvent cements for pipe and firings are flammable, so there should be no smoking nor otl ter sources of heat or flame in,working or storage areas. Be sure to work only in a well ventilated space and avoid unnecessary skin contact with all solvents. More detailed safety information is Available froin Harvel or IPS (Weld -On) Corporation. To consistently make good joints, the following should be carefully- understood. 1 The joining surfaces must be softened and made semifluid. Z Sufficient cement must be applied to Fill the gap between pipe and fitting. -- 3?�ssembTy o f pip and dfittings must Ue made while the surfaces are stili wet and fluid. 4 Joint strength develops as the cement dries. in the tight part of the joint the surfaces will tend to fuse together, in the loose part the cement will bond to both surfaces. These areas must be softened and penetrated When I rsind Ih(% C)NF S I EV cchnatlingprcx-ms, ficnetr•atiortartci softening can be achieved by tl•te cemmil Itself (or_ad UNE srEr rcnrFatlin 1 prnredures Carefully; refer to Installation instructions). ror F Cl talo 117rs, ui ider certain condllions, It may be desirable to rose lite 1Wo S'IF.i' process which WHIMS a printer to ensure adequate softening. For example, when working in cold weather with large diameter pipe, nu>f a thnc .Incl additional applications may be required. Cement coatings of sufficient thickness u t a More Ilkan sufliCirstl Lenient to fill Lite loose part of the joint must be applied. nesides filling Lite ,gap, adequate content layers will I irnrrlr air• 11 ir u iifar, rs and also Irnt'lin wt -1 until iha juinl 1% assembled. ('rove ll its yourself. Apply on the trip surface of a piece of pipe two separate layers or cement. Firsr flow on a heavy layer of criiterit, if alongside It a thin -----�iuisl ted -an ol-layrc.—Ibst-lite every 15 sector ick ur so by a ger tele lap with your finger. You will note (hat the Ilan layr!r becomes tacky and then dries quickly (probably will iln 15 seconris) 'Ilie heavy layer will remain wet much longer. Now check for per ietration a few minutes alter applying Ihese layers. Scrape them with a knife. 11ie Iltin layer will have achieved little or no penrltatton. The heavy one. much more peneirallon. Surfaces must be assembled while they are wet and soft If lite. Carrier it coalings on the pipe and flLlings are wet and fluid when assembly takes place, they will tend to flow together and become one layer. Also, if tiie cement Is wet the surfaces beneath them will still be soft, and these softened surfaces In the tigl it part of the joint will lend to fuse together. Surfaces Dona Purer As tl to solvent dissipates, the cement layer and the softener] sur faces will I tar den with a corresponding increase in joint strength. A good joint will take the required working pressure long before 11 tc joint is fully dry and final slrcnglh Is nblalotell. In the lit Iit (fused) part of the joint, strength will develop more quickly than in the looser (bonded) part of the joint. Information about the development or horst strength or solvent rerncented-jolntsis-available.__ ___ The Q UAL17'Y Linn y R, 29 I'I.A.S 11I1117 [GENER AL INF,ORMATIOIV Basic Principles of Solvent Cementing The solvent cemented connection in thermoplastic pipe -and -finings is the last vital link in -I plastic. -pipe installation, It can mean the success rn- failure or the system as a whole: Accordingly, it requires Lhe same professional care 11 )d altettticill Iit are clivtrll to gither colilponents of the system. '['here arc many solvent. cementing techniques published covering step by step procedures on just how to make solvent ce111ented joints. I•lowevel; we feel that if the basic principles involved are explained, known and understood, a better understanding would be gained, as to what techniques are necessary to suit particular applications, temperature conditions, and variations in size and fits of pipe and fittings: Be aware at all times of good safety practices. Solvent cements for pipe and firings are flammable, so there should be no smoking nor otl ter sources of heat or flame in,working or storage areas. Be sure to work only in a well ventilated space and avoid unnecessary skin contact with all solvents. More detailed safety information is Available froin Harvel or IPS (Weld -On) Corporation. To consistently make good joints, the following should be carefully- understood. 1 The joining surfaces must be softened and made semifluid. Z Sufficient cement must be applied to Fill the gap between pipe and fitting. -- 3?�ssembTy o f pip and dfittings must Ue made while the surfaces are stili wet and fluid. 4 Joint strength develops as the cement dries. in the tight part of the joint the surfaces will tend to fuse together, in the loose part the cement will bond to both surfaces. These areas must be softened and penetrated When I rsind Ih(% C)NF S I EV cchnatlingprcx-ms, ficnetr•atiortartci softening can be achieved by tl•te cemmil Itself (or_ad UNE srEr rcnrFatlin 1 prnredures Carefully; refer to Installation instructions). ror F Cl talo 117rs, ui ider certain condllions, It may be desirable to rose lite 1Wo S'IF.i' process which WHIMS a printer to ensure adequate softening. For example, when working in cold weather with large diameter pipe, nu>f a thnc .Incl additional applications may be required. Cement coatings of sufficient thickness u t a More Ilkan sufliCirstl Lenient to fill Lite loose part of the joint must be applied. nesides filling Lite ,gap, adequate content layers will I irnrrlr air• 11 ir u iifar, rs and also Irnt'lin wt -1 until iha juinl 1% assembled. ('rove ll its yourself. Apply on the trip surface of a piece of pipe two separate layers or cement. Firsr flow on a heavy layer of criiterit, if alongside It a thin -----�iuisl ted -an ol-layrc.—Ibst-lite every 15 sector ick ur so by a ger tele lap with your finger. You will note (hat the Ilan layr!r becomes tacky and then dries quickly (probably will iln 15 seconris) 'Ilie heavy layer will remain wet much longer. Now check for per ietration a few minutes alter applying Ihese layers. Scrape them with a knife. 11ie Iltin layer will have achieved little or no penrltatton. The heavy one. much more peneirallon. Surfaces must be assembled while they are wet and soft If lite. Carrier it coalings on the pipe and flLlings are wet and fluid when assembly takes place, they will tend to flow together and become one layer. Also, if tiie cement Is wet the surfaces beneath them will still be soft, and these softened surfaces In the tigl it part of the joint will lend to fuse together. Surfaces Dona Purer As tl to solvent dissipates, the cement layer and the softener] sur faces will I tar den with a corresponding increase in joint strength. A good joint will take the required working pressure long before 11 tc joint is fully dry and final slrcnglh Is nblalotell. In the lit Iit (fused) part of the joint, strength will develop more quickly than in the looser (bonded) part of the joint. Information about the development or horst strength or solvent rerncented-jolntsis-available.__ ___ The Q UAL17'Y Linn FOR SMALL PIPE poxUF VSR-SFG VANE TYPE WATERFLOW ALARM SWITCH Thi Symbol of Protection WITH RETARD AND GLUE -IN UNION CUL, UL and CSRM Listed, CL Marked, NYMEAACCiCPTED Service Pressure: Up to 175 PST (12,07 tAR) Minimum Flow Rate for Alarm: 1-10 GPM (30-31 LPM) Maximum Surge: 11 FPS (5,5 m/s) - Enclosure: Die-cast, red powdercoat finish No. 1113555: Cover held in place with tamper resistant screws No. 1113600 - Tamper: Cover incorporates micro -switch. Cover Tamper. Activated by cover removal. Cover Tamper Switch Contacts: One set SPDT, hated y at 250VAC. -- `a Cover Tamper Switch Terminations: t" 22AWG wire leads. Contact Ratings: TWO sets of SPDT (Form C) 15.0 Amps at 125250 VAC 2.0 Amps at 30 VDC Conduit Entrances: Two knockouts provided for 1/2" conduit. "t Usage: Listed CPVC plastic piping systems manufactured by Central Sprinkler Corp., Grinnell Sprinkler Corp., Spears Manuflctur- ing Co., and IFEX (Scepter). US Patent No. 6,471,255 Fits pipe sizes - 1", 1-1/4", 1 -IR" and 2" Environmental Specifications: Stock No. 1113555 - Suitable for indoor or outdoor use with factory installed gasket 1113600 W/TSK and die-cast housing. • For NEMA 4/IP55 rated enclosure - use with appropriate conduit Service Use: fitting and/or plugs. Automatic Sprinkler NFPA-13 - Temperature range: 40• F to 120' F (4,5' C to 49' C) One or two family dwelling NFPA-13D Caution: This device is not intended for applications in explosive eavi- Residential occupancy up to four stories NFPA-13R National Fire Alarm Code renments. N)~PA-72 The Model VSR-SFG is a vane type waterfl ow switch foruse on wet sprinkler systems using CPVC plastic fittings manufactured by Central Sprinkler Corp., Grinnell Sprinkler Corp., Spears Manufacturing Co., and IFEX (Scepter) that use 1", 1-1/4", 1-1/2" or 2" pipe sizes. It is equipped with a union to accommodate installation in confined spaces. The unit contains two single pole double throw snap action switches and an adjustable, instantly recycling pneumatic retard. The switches are actuated when a flow of S -I0 gallons per minute (30-38 liters per minute) or more occur; downstream of the device. Tile flow condition must exist fora period of time necessary to overcome the selected retard period. INSTALLATION: These devices maybe mounted onhorizontal orvertical pipe. On horizontal pipe they should be installed on the top side of the pipe where they will be accessible. The units should not be installed within 6" (15 cm) of a valve, drain or fitting which changes the direction of the waterflow. The unit has a 1 " male fitting for gluing into a CPVC plastic TEE. Loosen the union nut and separate the I" male fitting from the VSR-SFG. Glue rite I" male fitting into the TEE following the TEE manufacturer's instructions for preparation and gluing of CPVC piping systems. (NOTE:_ _nic-v-malc-,iittfng-rrrus Om -Out -On ta-slop of-theTTEE for -proper operation of the VSR-SFG. Sec Fig. 1.) Wait 2 to 4 hours to allow the glue to dry before attaching the VSR-SFG to the 1" male fitting. Select the proper paddle for the pipe size and type of TEE used. See Fig. 3 and Fig. 5 for instructions on how to change paddle. Verify that the o -ring is properly positioned in its groove. I land tighten the nut on the union after orienting the device in the appropriate direction to detect waterflow as shown in Fig. 2. CAUTION: Do not over -tighten the union nut, hand tighten only! The vane must not rub the inside bf the TEE or bind in any way. The stem should move freely when operated by hand. INSPECTI ONAND TESTING: Check the operation of the unitby opening the inspector's test valve at tl►e end of the sprinkler line or the drain and test connection, iron inspector's test valve is not provided. If there are no provisions for testing the operation of the flow detection device on the system, application of the VSR-SFC; is not recommended or advisable. The frequency of the inspection and testing and its associated protective monitoring system should -be _in accordancc_vrith the applicable NFFA Codes and -Standards ind/or authority having jurisdiction (manufacturer recommends quarterly or more frequently). Pollor 131oelric Signal Compuny • 2091 Craig Road, Sl. Louis, MO, 631464161 • Phone: 900-325-3936/Canada 999-992-1933 - www.polimi:nal.com PRINTM IN USA MITT. rtsvonna'J- YXIV P MFG. V54011162 - 11/05 1-A08 I OF 2 N"QP 1J 16L^11UVQ AND MAINTENANCE INSTRUCTIONS 0 6 C) INSYSTOW 4 SEJ u S �bo SSM and SSV BELL Series 3825 Ohio Avenue, st. Charles, Illinois 60174 1-800-SENSOR2, FAX: 630-377-6495 Specifications (6", 24 VDC, P, S) www.SyStemsLnsor.com SSM. Series: (8", 24 VDC, P, S) 80 Voltage: Regulated 24 VDC 81 Operating Voltage Limit: 16 - 33 VDC Maximum Current: DC - 31.lmA/FWR - 53.5mA 85 Operating Temperature: -310 to 150-F (-35- to +66-C) 82 SSV Series: (10% 120 VAC) 82 Voltage: Regulated 120 VAC Operating Voltage Limit: 96 - 132 VAC Maximum Current: 53mA Operating Temperature: -310 to 150-F (-35• t +6 • Important Please Read Carefully and Save This instruction manual contains important information about the installation and operation of bells. Purchasers who install bells for use by others must leave this manual or a copy of it with the user. System Sensor supplies bells for nearly all sprinkler/fire alarm/burglar applications. These instructions apply to all System Sensor bells in the series. Read all instructions carefully before beginning. Follow only those instructions that apply to the model you are installing. . CAUTION Do not use in potentially explosive atmospheres. Do not leave any unused wires exposed. )770-11-00 NOTE: All SSM Series DC bells were only tested at the 16-33 Volt-DC/FWR limits. All SSV Series AC bells were only tested at the 96-132 Volt AC limits. This does not include the 80% low-end or 110% high-end voltage limits. General Description The National Fire Protection Association has published codes, standards, and recommended practices for the installation and use of the above appliances. It is recom- mended that the installer be familiar with these require- ments, with local codes, and any special requirements of the authority having jurisdiction. These bells are intended to be connected to alarm indicat- ing circuits .of UL listed fire alarm control panels. The SSM series is polarized to enable supervision of the installation wiring. The SSM bells require 24 VDC and the SSV bells require 120 VAC. 156-0674-OOIR 0 6 C) UL Reverberant Room Sound Output per UL 464 (dEA) 24 VDC SSM SSM24-6 (6", 24 VDC, P, S) 82 SSM24-8 (8", 24 VDC, P, S) 80 SSM24-10 (10", 24 VDC, P, .S) 81 120 VAC SSV SSV120-6 (6", 120 VAC) 85 SSV120-8 (8", 120 VAC) 82 SSV120-10 (10% 120 VAC) 82 P - Polarized S a Suppressed Important Please Read Carefully and Save This instruction manual contains important information about the installation and operation of bells. Purchasers who install bells for use by others must leave this manual or a copy of it with the user. System Sensor supplies bells for nearly all sprinkler/fire alarm/burglar applications. These instructions apply to all System Sensor bells in the series. Read all instructions carefully before beginning. Follow only those instructions that apply to the model you are installing. . CAUTION Do not use in potentially explosive atmospheres. Do not leave any unused wires exposed. )770-11-00 NOTE: All SSM Series DC bells were only tested at the 16-33 Volt-DC/FWR limits. All SSV Series AC bells were only tested at the 96-132 Volt AC limits. This does not include the 80% low-end or 110% high-end voltage limits. General Description The National Fire Protection Association has published codes, standards, and recommended practices for the installation and use of the above appliances. It is recom- mended that the installer be familiar with these require- ments, with local codes, and any special requirements of the authority having jurisdiction. These bells are intended to be connected to alarm indicat- ing circuits .of UL listed fire alarm control panels. The SSM series is polarized to enable supervision of the installation wiring. The SSM bells require 24 VDC and the SSV bells require 120 VAC. 156-0674-OOIR M 110M)IO INCORPORATED CORONA. CA • ") 737-650 Size Range - 3/4" thru 2" C.P.V.C. pipe. FIG. 24 HANGER FOR C.P. V.C. PLASTIC PIPE DOUBLE FASTENER STRAP TYPE — SIDE MOUNT protects the C.P.V.C. pipe from any rough surface. Material- Carbon.Steel with galvanized_finish.G-90-govt spec. The .Fig. -23-design Incorporates snap -retainers -allowing easier Function - The Fig. 23 and Fig. 24 are intended to perform as a and faster installation. hanger/restrainer to support only C.P.V.C. piping used in The Fig. 23 and Fig. 24 are easily attached to the building struc- _i automatic fire sprinkler syjgte s inrp noting the bwz hei ho."_self_thre"i �* f , d_ Fig. 23 and Fig. 24 can be installed on the top or on the bottom with the product It is recommended that rechargeable electric of a beam. The Fig. 23 can also be installed on the side of a drills fitted with a hex socket attachment be used as installation beam tools. No impact tools (such as a hammer) or impact fasteners (such as drive screws or nails) are allowed. Damage has been The Fig. 23 and Fig. 24 can also function as a restrainerto prevent known to result from installations using impact type tools. No the upward movement of the sprinkler head during activation. pre drilling of a pilot hole in wood is required. Approvals - Underwriters' Laboratories listed to support fire Order By - Figure number and C.P. V.C. pipe size. sprinkler piping. Meets and exceeds the requirements of patents Pending N.F.P.A. 13, 13R and 13D. "-Hardened hex head self threading screw is furnished with the Features - The Fig. 23 and Fig. 24 incorporate features which product and is the minimum Jastener_size-occeptable. —prateettheion, ne flared age esign C.P.V.C. PIPE SIZE A FIG. 23 FIG. 24 FIG. 23 FIG. 24 C FIG. 23 FIG. 24 MAX. HANGER FASTENER APPROX. SPACING HEX HEAD WEIGHT FT.) SIZE PER 100 i r 3 4 a 3-1/8 2-5/16 1C-91.16_ 1-5/32 'k'r!"p+.(•L11r 1-3/16 1-3/16 i7a3' M 5n 1/2 5/)16 9 � ti ism 1-1/4', .,w/7Js 4-3/16 3 2-3/32 1.142 • 1-3/16 1-3/16 ^ter^ 6-1/2 5/16 11 rt e7/ `1�1 32 .T�".T�^ a 8%Sul.' .1`=3/-9 r �r -fid +�T� ,�ti'J-3/16 .,.I 'IF � r� �� 3•e� r�'�r w �• ir 2 4-7/8 3-11 16 2-7/1 1-27/3 1-3/16 1-3j16 8_ _ 5/16 15 REVISED 3/94 APPLICATIONS Specifically designed fof the following uses: • Water circulation • booster service • Liquid transfer • Spraying systems • Jockey pump service • General purpose pumping SPECIFICATIONS Pump. • Capacities: to 50 GPM. • Pressures: to 94 PSI (217 feet). • Pipe connections: 1 % suction 1• discharge. • Temperatures: to 15061' (820C) max. • Maximum working' pressure: 125 PSI. • Rotation: right hand, It; clockwise when viewed from motor end. Motor • NEMA standard VA— 211P, 1151230 V. 60 Hz. • Single phase. • 3500 RPM. • Built-in overload with automatic reset. • Capacitartype. • Stainless steel shaft. FEATURES Multi-stage'Design: Provides steady, puiet and vibration-frie operation for years oftrouble-tree service. Impellers: 20% glass - filled thermoplastic precision molded for high efliclencies. Compact Design: Close - coupled; space salving design provides easy installation. flexible coupling wad bedplate not requited. I sl I•.►air: HSC stainless Steel Pump Shait: Hex design provides positive drive Ior impellers and eliminates clearance adjustments. Corrosion Resistant: .Stainless steel wear rings and coverplatis. Nctro- coated paint process applied Inside and out and then baked on. 0 -rings: Throughout for positive sealing. Easy to Service: Can be taken apart for service by removing four bolts. Motor,. Close Coupled design. (tali bearings carry all radialtaxial thrust loads. Desipnelf for continuous operatidn. All ratings are within working limits of the mator. Mounting: Can be mounded in vertical or HP Model stales -_--- J1o17Zontal.pDSifiDn_ V. HS007 2 I .' HS010 2 I:4 HSCM 2 �••• 2 HSC20 3 C0i4111.ONUTS item No. Description 1. Mechanical seal 2 Corrosion mistant Impellers a Rugged cast iron construction i Eacuo-cat _P1 Int 5 Stainless steel hex shall I Stainless steel weir rings 7 Stainless steel cover plates I 0•rinp seals 9 Impeller holt and washer 2 7 e 5 EYfaMiuh Juna.1941A .i•-2002 08:16 AM P►MENSIONS AND VIOHTt NORTH. Sl•A'I'6. ELECTRI-C. t.PU 1 53089 1 0 793 Gemitrifugal Pump HSC Model HP Length WId1h Height Wt. 0130. 53 � X17.... ! G .72 r _ N3020 z is 0 75 (ui; Ji,7wstons sis In Inchstend weight In Ibs. Do not use for consIractlon purposes.) CURVE —PS FEET -.) 60 r • r 20 �- P.02 TO CONVENT FEET OF WATER TO' FSI - DIVIDE FEET BY 2.31 PM r 2 4 •6 a 10 12 14 , 16 mg/hr. CAPACITY + WATCATCCHNOL001F,4 GROUP 1 I Kn;h 14" YCM( 13148 2PSCIFIOATIONt ARE OUNJECT TO OFIANGE W171i0U;-"60TICF. •• 214 • rnINTED IN U.S.A 'Y _C.� t� :!}tit:-.. .:.�: 1•?VL: r—.,...., �'C.:...�:__ — �,S�t.� •'.S• . _ - - '•tom:.' - �-• •�•, •�i'- ,. 'r.. ^+>'�.. s >:2 : xr: - 'Y`': � wt • _ ) rF=• - - - - _ -r,. rnr ! . -_ .., ^'mss ." : . •?'.� _`_ :r ,:,it _ ;x..:. _ -_ �-•s...s[�:. - -.�:Zz.s+':' - ,.-`•-c: �� .i+� _ _ - _2!�.ak:...•.•.i'1t.. y .w._ L � ; '.� .•f ,.�� YTy .1.. �N.rC: .,i•:. � - `}��!-•�'=a�� S�Y ry,}i ..A: .: �]. :r� _ �- `'r�•�V�.�...' -t Q_1� ��F ^�'.-Y ��y'•��s ^�. ` - Fa•i+rs :e�•yt!•- � - r ��^t�� `'�-r .. .'•. :._.trs �•f r � yam, �•...:,. . ..-�aiX:a `; ; :-s ._ err. - GJi4 F • Vie--r^^jX-"•i + _ . . '•"`Y i T � 1 ^3,if a•.rJ.. :� :Jt,`d � 1 � .�_r ./ , Ytii : '-"L -'-'• -_- � �� .., r t OF e'-�'nr ��.• ' _ 1`,_r :°Ns�r,a;:::: • ._ •• - . !M3� � ` TSS ,f- •-. •1 t7� :. r.�i7r• _ y .305: _ ;`�—.�.a• ;,t.Ja;_ .._.• �— .a• _ ,.lS ;fir �'' 5000 Y �� '�•�=_�.�=- _ -5000. F. L:� V �r�.:= _ c:'� `.w,,ry�y�:o-"",��.'��-wi'%=4.sr�' .r -fix::_ :s: •.i�.z>f: GALLON FILL BOTTOM TO, WATER WEIGHT TANK CAPACITY DIAMETER HEIGHT OPENING FITTING FITTING PART NO. OLA.CK AVAILABILITY _ 305 46" 49" 16" 2" 11,_„ 40702 E, F, H, L _= 550 6;'' 42" H.. - 1 ` = 40; 03 E, F, H, L 1000 64" 79" .16" 2.: 40892 E . 1100 S7 51 10704 E, F, H, L 1550 • 87" 655„ �616"1, 2„ ��z„ 40627 E, F. H, L 2500 9-�" 89 16" 9" 11/2" 40631 E,1: H, L 95" 107„ 16•' �:, l��i" 40635 E, F, H, L 3000 �I 5000 141' 87., 16., �•, llj, 40943 L r 5000 102" j 152" 16" ," 11/z" 40641 E, F, H, L ` - ,•an1; %Vailabilih Key": E=5hax+nee, Cil: o F=Tooeie, U, H=Washoutal,lk.A L=Hanford, CA Lw X04(." A If NOTES: 1. System to be installed per N.F.P.A. 13D, M cturers specifications, and local A.H.J. 2. System provides protection in s ted areas only as per N.F.P.A. criteria / 3. All piping to be, "listed" C or equiv. 4. Pipe hangers to be " o co" or equiv. V 5. Freeze prote ' n, carpentry and electrical by others. 6. Riser to emntalled in "stud bay" within indicated wall J7. Exa ipe run lengths and head location subject to field verification. \ / 8. cads to be Re ' 4 �y Flows bas on a 16'X16' - 'd pattern. (see attached calcs. And spec. sheets) V 9. All pipes to a iameter unless otherwise noted. 10. All ceilings are flat and 9'0" in height, unless otherwise noted ■ i " 24 X 36 PRINTED ON NO. 1000H CLEARPRDITN 11. 1 oleo" pipe hanger spacing per attached manufacturers spec. sheet. a) The maximum from hanger to the end of line on %" CPVC pipe is 9" b) The maximum from hanger to the end of line on 1" CPVC pipe is 12" c) The maximum distance between hangers on 1" CPVC pipe is 6'- 0" �- d) The maximum distance between hangers on .%" CPVC pipe is 5'- 6"E. UNTY 12. Total heads required = 34 BUILDING VISI 13. Future Additions of heat sources, like gas or wood burning stoves, should be AiPPRQ D installed according to N.F.P.A. 13D residential sprinkler installation guide. !y Z r. . r.._ ...�.._ �... �J REVISIONS I BY o M .-r V1 �Y M O M x� In � �N ti tC� N N N C5 v �aatJta Al Date Scala Drawn 5111, Job Sheat Of I Sheets HYDRUN1CS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 5.6 - SUBMITTAL. ENGINEERS : William F. Squyres, Jr. (530) 345-1012. ADDRESS : 166 E 3rd Street, Chico, CA 95928. Date: 11-17-2008 File: C:\RESDEN56\Gregory.RES JOB : Page 1 DESIGN I SPRINKLER MANUF RELIABLE - RFC49, 16x16, K=4.9, P=7.0 13 REQUIRED DENSITY .051 COMPUTED DENSITY .051 MODEL 32.7 RCF49 5 I DENSITY 0.05 Gpm/Sq Ft VALVE •0 .0 Psi SUPPLY PRESS AVAILABLE AREA / SPR 256 Sq Ft DESIGN AREA 512 Sq Ft I SPRINKLER Q 13.0 Gpm METER .0 Psi I NODES 14 PIPES 13 SOURCE I STATIC 50.0 Psi RESIDUAL 40.0 Psi FLOW 35 Gpm DESIGN I SPRINKLER MANUF RELIABLE - RFC49, 16x16, K=4.9, P=7.0 MODEL RCF49 I SPRINKLER Q 13.0 Gpm VALVE .0 Psi I SPRINKLER P 7.0 Psi METER .0 Psi NODE ELEVATION K- PRESSURE DISCHARGE NO. Feet FACTOR Psi Gpm --- ------------------------- 1 1.0 ---4.9---------7.0--------- 13.0 i 2 1.0 4.9 9.0 14.7 j 3 1.0 10.5 4 1.0 12.5 S 1.0 16.3 6 11.0 12.7 7 11.0 13.6 8 11.0 14.9 9 11.0 15.6 10 11.0 16.0 11 11.0 16.7 12 3.0 21.0 13 1.0 31.4 5.0 DOME 14 1.0 SOURCE 34.2 32.7 -� .. SPRINKLERS FLOWING 2 AREA PER SPRINKLER 256 TOTAL DESIGN AREA 512 MIN SPRINKLER FLOW 13 REQUIRED DENSITY .051 COMPUTED DENSITY .051 TOTAL SPRINKLER FLOW 32.7 TOTAL DOMESTIC FLOW 5 TOTAL WATER REQUIRED 32.7 TOTAL SPRINKLER PRESS 34.2 WATER METER LOSS •0 VALVE FIXED LOSS .0 SUPPLY PRESS AVAILABLE 41.2 DEMAND PRESS REQUIRED 34.2 PRESSURE CUSHION 7.0 MAXIMUM VELOCITY 9.3 Sq Ft Sq Ft Gpm Gpm/Sq Ft Gpm/Sq Ft Gpm Gpm Gpm Psi Psi Psi Ayr I c0ty Copyright(2008) Psi by Psi Hydronics Engineering Psi 34119 Fremont B1, Suite 609 Fremont, Ca., 94555 FIS (800) 845-9819 f riYUKVLV1l:J : K�51Ur,lv'r1iiJ� r 1Kri betUNlSLLK riYUMUl,1C 5 5. b- 5Ut3Ml'PY'AL. rage L ENGINEERS : William F. Squyres, Jr. (530) 345-1012. ADDRESS : 166 E 3rd Street, Chico, CA 95928. Date: 11-17-2008 File: C:\RESDEN56\Gregory.RES JOB : PIPE BEG FLOW K -FACTOR LENGTH C -FACTOR PRESSURE NO. Gpm FITTING TYPE FTG FRI-LOSS (Psi) END DIAMETER TOTAL (Psi/Ft) ------------------------------------------------------------------------------- 1 q= 13.0 K= 4.9 L= 14.0 Pt 7.0 Pt 7.0 1 Q= 13.0 F= L F= 7.0 C= 150 Pe .0 Pv -.3 Vel= 6.9 D= .874 TL= 21.0 .0942 Pf 2.0 Pn 6.7 2 Pt 9.0 -------------------------------------------------------------------------- 2 q= 14.7 K= 4.9 L= 11.0 Pt 9.0 Pt 9.0 2 Q= 27.7 F= R F= 1.0 C= 150 Pe .0 Pv -.6 Vel= 9.3 D= 1.101 TL= 12.0 .1243 Pf 1.5 Pn 8.4 3 Pt 10.5 -------------------------------------------------------------------------- 3 q= .0 K= .0 L= 8.0 Pt 10.5 Pt 10.5 3 Q= 27.7 F= RL F= 8.0 C= 150 Pe .0 Pv -.6 Vel= 9.3 D= 1.101 TL= 16.0 .1243 Pf 2.0 Pn 9.9 4 Pt 12.5 -------------------------------------------------------------------------- 4 q= .0 K= .0 L= 21.5 Pt 12.5 Pt 12.5 4 Q= 27.7 F= L2R F= 9.0 C= 150 Pe .0 Pv -.6 Vel= 9.3 D= 1.101 TL= 30.5 .1243 Pf 3.8 Pn 11.9 5 Pt 16.3 -------------------------------------------------------------------------- 5 q= .0 K= .0 L= 10.0 Pt 16.3 Pt 16.3 5 Q= 27.7 F= L F= 8.0 C= 150 Pe -4.3 Pv -.2 Vel= 5.8 D= 1.394 TL= 18.0 .0394 Pf .7 Pn 16.1 6 Pt 12.7 -------------------------------------------------------------------------- 6 q= .0 K= .0 L= 14.5 Pt 12.7 Pt 12.7 6 Q= 27.7 F= LR F= 9.0 C= 150 Pe .0 Pv -.2 Vel= 5.8 D= 1.394 TL= 23.5 .0394 Pf .9 Pn 12.5 7 Pt 13.6 -------------------------------------------------------------------------- 7 q= .0 K= .0 L= 22.5 Pt 13.6 Pt 13.6 7 Q= 27.7 F= B4R F= 10.0 C= 150 Pe .0 Pv -.2 Vel= 5.8 D= 1.394 TL= 32.5 .0394 Pf 1.3 Pn 13.4 8 Pt 14.9 -------------------------------------------------------------------------- 8 q= .0 K= .0 L= 11.0 Pt 14.9 Pt 14.9 8 Q= 27.7 F= B F= 6.0 C= 150 Pe .0 Pv -.2 Vel= 5.8 D= 1.394 TL= 17.0 .0394 Pf .7 Pn 14.7 9 Pt 15.6 -------------------------------------------------------------------------- 9 q= .0 K= .0 L= 4.5 Pt 15.6 Pt 15.6 9 Q= 27.7 F= B F= 6.0 C= 150 Pe .0 Pv -.2 Vel= 5.8 D= 1.394 TL= 10.5 .0394 Pf .4 Pn 15.4 10 -------------------------------------------------------------------------- Pt 16.0 HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 5.6 - SUBMITTAL. Page 3 ENGINEERS : William F. Squyres, Jr. (530) 345-1012. ADDRESS : 166 E 3rd Street, Chico, CA 95928. Date: 11-17-2008 File: C:\RESDEN56\Gregory.RES JOB PIPE BEG FLOW K -FACTOR LENGTH C -FACTOR PRESSURE NO. Gpm FITTING TYPE FTG FRI-LOSS (Psi) ------------------------------------------------------------------------------- END DIAMETER TOTAL (Psi/Ft) 10 q= .0 K= .0 L= 3.0 Pt 16.0 Pt 16.0 10 Q= 27.7 F= BL F= 14.0 C= 150 Pe .0 Pv -.2 Vel= 5.8 D= 1.394 TL= 17.0 .0394 Pf .7 Pn 15.8 11 -------------------------------------------------------------------------- Pt 16.7 11 q= .0 K= .0 L= 8.0 Pt 16.7 Pt 16.7 11 Q= 27.7 F= 3RS F= 13.0 C= 150 Pe 3.5 Pv -.2 Vel= 5.8 D= 1.394 TL= 21.0 .0394 Pf .8 Pn 16.5 -------------------------------------------------------------------------- 12 Pt 21.0 12 q= .0 K= .0 L= 460.0 Pt 21.0 Pt 21.0 12 Q= 27.7 F= RL F= 10.0 C= 150 Pe .9 Pv -.1 Vel= 4.4 D= 1.598 TL= 470.0 .0203 Pf 9.5 Pn 20.9 -------------------------------------------------------------------------- 13 Pt 31.4 13 q= 5.0 K= .0 L= 300.0 Pt 31.4 Pt 31.4 13 Q= 32.7 F= F= .0 C= 150 Pe .0 Pv -.1 Vel= 3.3 D= 2.003 TL= 300.0 .0092 Pf 2.7 Pn 31.4 -------------------------------------------------------------------------- 14 Pt 34.2 -------------------------------------------------------------------------- Meter = .0 14 -------------------------------------------------------------------------- Q= 32.7 <<< SOURCE >>> Pt 34.2 E=>45-Elb L=>90-Elb B=>TeeBch R=>TeeRun C=>CouPlg S=>SwgChk G=>GatVly HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 5.6 - SUBMITTAL. ENGINEERS : William F. Squyres, Jr. (530) 345-1012. ADDRESS : 166 E 3rd Street, Chico, CA 95928. DATE : 11-17-2008 FILE C:\RESDEN56\Gregory.RES JOB PSI 100 90 80 70 60 50 40 30 20 10 0 FIRE SPRINKLER HYDRAULIC GRAPH 10 15 20 25 Water Supply Static . 50.0 Resid : 40.0 Flow : 35.0 - * Water Demand Avl Pr :41.2 @ 33 Req Pr :34.2 @ 33 Pr Cush : 7.0 30 35 40 45 FLOW - GPM Copyright: Hydronics Engineering, 2008. 34119 Fremont B1, Suite 609, Fremont, CA. 94555. (800) 845-9819. 50 At 24 X 36 PRINTED ON NO. 1000H CLEAR►RWTt D S �z�v, S REVISIONS BY MOVLID -PI?104 1 jr`, I mum N M M V'1 (fir n �+ N vi�NrNr u � C 0 N C/D� UMN O � kr d :a v 3 a; U � ►.:a ate 6 :ale/rlt� I 4 rawn heat JOf Sheets I /0 0�1 �a 14L+-5 Ply. 4vrqt tl/Y, ADR, It 4 fl -b— 'Ore", ff �aaQn�rFn A 7 , , , w, -- .) { ENVIF ONMENTAL HEALTH'; tSEP 0 9 2003 CH�O, CALIFORNIA /1n �G.. i'/� pC%'�j�"f% v �G/f / r.��': /1f �j Lr•�.c�/ j G�''3�y�+'i �' YG r --- Ute. .. _ v APPROVED ENVIRONMENTAL HEALTH SEP 0 9 2003 CHICO$ CALIFORNIA p `\• �w tr�, Y"t�.t+� tit W �.0 r --- Ute. .. _ v APPROVED ENVIRONMENTAL HEALTH SEP 0 9 2003 CHICO$ CALIFORNIA p Na��s; PrA rtYi-� S !��►� !ES`._I za�o �. S c., 3. 4Lo� t1,3e- ti�S�x 3y��x�.tS�x yo o' s. GCN tr'h' rCtti 46 i M r r4 A 1 • t P 1) 1 P.,rer ►",h j N� mss; 3. Yo4� . r S. �trlk 4.r ( f�•c., G �. 1�•� V"L 1 owt V t S �•��t 1 "a .to � t j 1 .e i THIS SHEET SHOWS ADDITIONAL INFORMATION THAT IS FOR INFORMATIONAL PURPOSES ONLY, DESCRIBING CONDITIONS AS OF THE DATE OF FILING AND IS NOT INTENDED TO AFFECT RECORD TITLE INTEREST. S NOTES: 1. STRUCTURES, DUMPING, FILL MATERIAL, AND/OR EXCAVATION SHALL NOT BE ALLOWED WITHIN THE 50 FOOT "NO DISTURBANG`E ZONE" AS DEPICTED. LIMITED VEGETATION REMOVAL NECESSARY FOR FLOOD CONTROL IS PERMISSIBLE WITHIN THE "NO DISTURBANCE ZONE"; HOWEVER. ALL LIVING AND THRIVING NATIVE TREES SHALL BE RETAINED AND ALL VEGETATION REMOVEL SHALL BE APPROVED BY THE DEPARTMENT OF FISH AND GAME PRIOR TO REMOVAL. 2. PRIOR TO CLEARING, GRADING AND/OR CONSTRUCTION IN A STREAM BED, INCLUDING INTERMITTENT STREAMS, OBTAIN A CALIFORNIA FISH AND GAME 1504 STREAM BED ALTERATION PERMIT AS PER DEPARTMENT OF FISH AND GAME. 100' LEACHFIELD '" 3. THE BUILDING SETBACK FROM THE SIDE AND REAR PROPERTY FREE SETBACK / LINES SHALL NOT BE LESS THAN 30 FEET. FROM WELL / 4. FIRE SUPPRESSION SPRINKLER SYSTEMS SHALL BE INSTALLED SCALE 1"=100' IN ALL NEW RESIDENTIAL STRUCTURES IN ACCORDANCE WITH I THE NATIONAL: FIRE PROTECTION ASSOCIATION STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS IN ONE AND TWO / v+ FAMILY DWELLINGS AND MOBILE HOMES, NFPA STANDARD 13D, UNLESS A PRESSURIZED COMMUNITY WATER SYSTEM. WITH r� HYDRANTS THAT MEET FIRE DEPARTMENT SPECIFICATIONS, 50.l ,�/ % SERVES THE. PARCELS. 5. CONSTRUCTION, INSTALLATION OR DEVELOPMENT OF STRUCTURES j �4vj OR FACILITIES ON ,THE PARCELS/LOTS SHALL COMPLY WITH THE j 901, PARCEL 2 LATEST CALIFORNIA FIRE SAFE REGULATIONS (PUBLIC RESOURCE CODE 4290), AND ALL OTHER APPLICABLE STATE AND COUNTY jr 4r rPARCEL 1,. — -- CODES, ORDINANCES AND REGULATIONS IN EFFECT AT THE 11ME Qi �� OF APPLICATION FOR IMPROVEMENT PERMITS. 6. BUILDING IDENTIFICATIONS AND/OR ADDRESSES SHALL BE INSTALLED rvr IN CONFORMANCE WITH PUBLIC RESOURCES CODE 4290 AND SHALL •'i : 50'NO / DISTURBANCE � � � 50' SL / �p, BE POSTED AT THE BEGINNING OF BUILDING CONSTRUCTION AND 100 B 30, MAINTAINED CONTINUOUSLY THEREAFTER. r ZONE ,�� t / 7. ., DEVELOPMENT Of .THESE- PARCELS MAY REQUIRE THE PAYMENT OF �� EACHFIELD FREE BUTTE COUNTY FIRE DEPARTMENT WATER TENDER FEES AND ALL :, . ,. _ A F c-. ' - ;- ! 4 / \ 4; .� �.,: z _ Y - NEW STRUCTURES -1 �, SETBACK r/ = / — \ \� ��' OF BUTTE COUNTY AND PUBLIC RESOURCE CODE 4290. — / Q -B.T? A DEVELOPMENT IMPACT FEE FOR SHERIFF'S FACILITIES SHALL BE Ph10 PURSUANT TO THE PROVISIONS OF CHAPTER 3, ARTICLE II (161 PARCEL 4OF THE BUTTE COUNTY CODE, PRIOR TO ISSUANCE. OF BUILDING PERMITS: SAID FEE AMOUNT WILL BE DETERMINED AND CALCULATED AS OF TIaE DATE OF APPLICATION FOR THE BUILDING PERMIT. cl 50' ��SL (R� / PARCEL 3 V 9. ` THE PROPERTY OWNERS ARE RESPONSIBLE :FOR THE MAINTENANCE l OF ALL PRIVATE ROAD SAFETY SIGNS, INCLUDING STOP SIGNS. --100' LEACHFIELD 10. THERE IS NO EVIDENCE THAT DOMESTIC WATER IS AVAILABLE FOR FREE SETBACK LOTS, 1, 2, 3 & 4 50' BSL / FROM WELL / 130 30, 50' BSL / 89.7 ' --- --� --- —1 — — ^IELD INDIAN SPRINGS ROAD ~� EDGE OF LAVA CAP ADDITIONAL INFORMATION SHEET 50" LEACHFIELD FREE SETBACK FROM EDGE I OF LAVA CAP PAT)Cn. MAP SHEET 3 OF 3 FOR ROBERT & GEENA JADES BEING A PORTION OF THE S.E. 1/4 OF THE S.E. 1/4 OF SECTION. 29, T 22 N, R 3 E, MDM ALSO BEING A PORTION OF PARCEL 1 & 2 OF BOOK 88 PARCEL MAPS, PAGES 40--41 BUTTE COUNTY CALIFORNIA 100' LEACHFIELD ---`` FREE SETBACK / FROM WELL I v� PARCEL 2 PARCEL 160 N 50' NO Q Q y/D STURBANCE / 50' BSL ZONECC�O lo ; �, .- � � �� "LEAC � HFIELD) 7 !! x _I / . \ FREE SETC+CK / 9 Lu PARCEL 4 W 50' SL R1 PARCEL 3 LL w . 100 LEACHFIELD LEACHFIELD (.Ll.l �� j 50' BSL I / FREE SETBACK ' Di i ' ' FROM WELL -i /30 30 ` 1 / 50' BSL r 289.7 J - 100' E CHF16 ---------_-- FREE SETBAC M FRO�j�IEJ� INDIAN SPRINGS ROAD EDGE OF LAVA CAP 50' LEACHFIELD FREE SETBACK FROM EDGE OF LAVA CAP THIS SHEET SHOWS ADDITIONAL INFORMATION THAT IS FOR INFORMATIONAL PURPOSES ONL••Y,=>DESCRIBItIC'°CONDITIONS , - -- - AS OF THE DATE OF FILING AND IS NOT INTENDED TO AFFECT RECORD TITLE INTEREST. SCALE 1 "=100' SHEET 3 OF 3 NOTES: 1. STRUCTURES, DUMPING, FILL MATERIAL, .AND/OR EXCAVATION SHALL NOT BE ALLOWED WITHIN THE .50 FOOT "NO DISTURBANCE ZONE" AS DEPICTED. LIMITED VEGETATION REMOVAL NECESSARY FOR FLOOD CONTROL IS PERMISSIBLE WITHIN THE "NO DISTURBANCE ZONE"; HOWEVER.. ,ALL LIVING AND THRIVING NATIVE TREES SHALL BE RETAINED ANDALL ALL VEGETATION REMOVEL SHALL BE APPROVED BY THE =DEPARTMENT OF FISH AND GAME PRIOR TO REMOVAL. 2. PRIOR TO CLEARING, GRADING AND/OR. CONSTRUCTION 1N A STREAM BED, INCLUDING INTERMITTENT", STREAMS, OBTAIN A CALIFORNIA. FISH AND , GAME 1604 STREAM BED ALTERATION PERMIT AS PER DEPARTMENT OF FISH.I AND GAME. 3. THE BUILDING SETBACK FROM THE SIDI AND REAR PROPERTY LINES SHALL NOT BE LESS THAN 30";FEET. 4. FIRE SUPPRESSION SPRINKLER SYSTEMS SHALL -BE INSTALLED IN ALL NEW RESIDENTIAL STRUCTURES IN ACCORDANCE WITH THE NATIONAL. FIRE PROTECTION ASSCCIATION STANDARD FOR THE iNSTAI.LATION OF SPRINKLER SYSTEMS IN ONE AND TWO FAMILY DWELLINGS AND MOBILE HOMES, NFPA STANDARD 13D. UNLESS A PRESSURIZED COMMUNITY WATER SYSTEM, WITH HYDRANTS THAT MEET FIRE DEPARTMENT SPECIFICATIONS, SERVES THE PARCELS. 5. CONSTRUCTION, INSTALLATION OR DEVELOPMENT OF STRUCTURES OR FACILITIES ON THE PARCELS/LOTS SHALL COMPLY WITH THE LATEST CALIFORNIA FIRE SAFE REGULATIONS (PUBLIC RESOURCE CODE 4290), AND ALL OTHER APPLICABLE STATE AND COUNTY CODES, ORDINANCES AND REGULATIONS IN EFFECT AT THE TIME OF APPLICATION FOR IMPROVEMENT PERMITS. 6. BUILDING IDENTIFICATIONS AND/OR ADDRESSES SHALL BE INSTALLED IN CONFORMANCE WITH PUBLIC RESOURCES CODE 4290 AND SHALL BE POSTED AT THE BEGINNING OF BUILDING CONSTRUCTION AND MAINTAINED CONTINUOUSLY THEREAFTER. 7. DEVELOPMENT OF THESE PARCELS MAY REQUIRE THE PAYMENT OF BUTTE COUNTY FIRE DEPARTMENT WATER TENDER FEES AND ALL NEW STRUCTURES MUST MEET THE FIRE SAFE REGULATIONS OF BUTTE COUNTY AND PUBLIC RESOURCE CODE 4290. 8. A DEVELOPMENT IMPACT FEE FOR SHERIFF'S FACILITIES SHALL BE PAID PUF-SUANT. TO THE PROVISIONS OF CHAPTER 3, ARTICLE 11 OF THE BUTTE COUNTY CODE, -PRIOR TO -ISSUANCE OF BUILDING PERMITS: SAID - FEE 'AMOUNT-WLLBE :DETERMINED =°AND CALCULATED.F;,� AS OF TIT DATE OF APPLICATION FOR THE BUILDING PERMIT. 9. THE PROPERTY OWNERS ARE RESPONSIBLE FOR THE MAINTENANCE OF ALL PRIVATE ROAD SAFETY SIGNS,,. INCLUDING STOP SIGNS. 10. THERE IS NO EVIDENCE THAT DOMESTIC WATER IS AVAILABLE FOR LOTS 1. 2, 3 & 4 ADDITIONAL INFORMATION SHEET _vH__"k P C E L M A iTr FOR ROBERT & GEE NA JAMES BEING A PORTION OF THE S:E. 1/4 OF THE S.E. 1/4 OF SECTION 29, T 22 N, R 3 E, MDM ALSO BEING A PORTION OF PARCEL 1 & 2 OF BOOK 86 PARCEL MAPS, PAGES .40-41 BUTTE COUNTY CALIFORNIA L & L SURVEYING 1007 BILLE ROAD PO BOX "671. PARADISE. CA 95967 (916)677-4300 1 1396 7