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Home My WebLink About041-100-065j- -.. V. I b, E.A. t4f- ONLY Plot Plan Attach*4,�= Roar Ron Af:chad Sent to S.D. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance C?A ev ae-\l 'S Owner Location AP# Plan Approved for: Sewage Disposal W ter,�Vply: Public Private Well 7.7 -. \ Air ' fIIa!nrnnt-a fnr r1wallinn Other "I wlyn 'I ) )i Hold final for: Final clearance O.K. for: NOTE: Dite 8/96 National Pollutant Discharge Elimination System (NPDES) Phase 11 Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 1 ACRE Project Title: By signing below, 1, the project owner/owner's agent, certify that I am aware that a construction project that disturbs I acre or more of land requires a Construction Storm Water Permit from the State Water Resources Control Board and that it is my responsibility to submit a Notice of Intent (N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP), and a check for $700.00 made payable to the State Water Resources Control Board to obtain such a permit if my project disturbs I acre or more of land. I, further, certify that this project will not disturb I acre or more of land. I am aware that submitting false and/or inaccurate information may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: Date: NPDES & SWPPP Non -Compliance Certification Butte County Storm Water Management Program Revised 7/02/03 460 31mrAAt'lot 1��Wmv, I u a i )V" I - f., !WAR r i' .. r... ._--r .., Y - - : ,:fF ra""rl7:,c'i .' yj{.'••`r'-n/v r, . T� * �V .i ,l-•; i. --.r .• r* .hrr ,}�-7 ..p.. ;1 rl. r.. . r .. BUTTE COUNTY PARK FACILITY FEE PAYMENT CERTIFICATION FORM DURHAM RECREATION AND PARK DISTRICT Assessor Parcel Number (s): Property Owner (s): k e u Ai r_a r o A Mo 5 l4 Project Location/Address: Co r- (� a ,•. A.) Subdivison Name: Assessable Square Footage: Type of Residential Development (check one): U"New Development Afteration/Addition Mobile Home (s) Non -Residential to Residential Comments: y-a�- oil Building Division Representative Date Durham Recreation and Park District (DRPD) certifies that -r Applicant Name Street Address City State �� I of 521 Applicant Phone Num0er CS92- Zip Code has.complied:with the requirem ents-of<the,Butte. County Board�of SupervisorsResolution No"`- - - A ,: 93 - 114 by payment for _ square feet at $ 1.04 per square foot for a total payment 6t' of$ 118 Z(o (;4A QrRPD Representative PAID BY CHECK No.: BANK No.: 3 O PAID BY CASH: RECEIPT No.: Remarks: 17--q ID 4— Date DISTRIBUTION: WHITE - APPLICANT PINK - DRPD YELLOW- BUTTE CO -'BUILDING DIVISION i School District A.P. Number Property Owner IL i �% BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) OU'r �a, u ." . � i r� Building Department No. O q — O �l Ll I - I d0 — 6(, S �{ Jurisdiction: City County 1k. r N I �- C'� O I A24- S t� Property LocatiordAddress r N l A N L4 D ,y LLA LZ r 0 V t i Subdivision Residential Development No of Living Units Commercial/Industrial New Building Department L) — Date District Identification No. 1p o? % 7 School District certifies that kP V / /1 C1?D L (Applicant) I ' C OK ! 1/ f G 1 r LF?/- 6 9 (Street Address) (Phone Number) 4,,�o Vr //.P— � & (City) tev ) Oaf (State) 9sr 4 r (Zip Code) has complied with the requirements of Resolution No. by payment of $ . 7 representing y y square feet. IAB2926 $ FULL MMGAnoN $ .....� �_ '� 1. -.�. =y .. .• .. _^-*+--. School District RReepreseJ�nnta/tii'vve, Date' —' Paid by Check # Remarks: lllotice: You may protest the imposition of the fess Identified above by submitting a written protest to the Dlsblct, in compliance with MUM* Code Section 66020(x), within 90 days from the date tees we paid. Failure to submit a timely written protest will'prohlbit you from ehallsrtging the Impostilon of the fess in any court action. 9, subsequent to the School District Representative signing this Butte County Schools Impact Fee CeetlfteUon Form, the school Dlshkt Is notified by the applicable Local Planning Ageney that this project Isbeing rwlewed under the CalQomis Environments! Qualtiy Act (CEQA), this project may be subject to additional school fees to fully mldgaI .its Impact on the school d1aMctle schools. White (applicant), Yellow (building department), Pink (school district) �� feeform.xis I10/03)dmm I Lot No. .. ................ __..... ..... ............................ :........... ..................... / Sq. Footage (� q' MobileHome Addition/'Supplement (Group R) Installation Conversion Permit # . ................................................................................................_...; *(No foundation inspection) Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Sq. Footage Addition (Including Exterior Roofed Areas) L) — Date District Identification No. 1p o? % 7 School District certifies that kP V / /1 C1?D L (Applicant) I ' C OK ! 1/ f G 1 r LF?/- 6 9 (Street Address) (Phone Number) 4,,�o Vr //.P— � & (City) tev ) Oaf (State) 9sr 4 r (Zip Code) has complied with the requirements of Resolution No. by payment of $ . 7 representing y y square feet. IAB2926 $ FULL MMGAnoN $ .....� �_ '� 1. -.�. =y .. .• .. _^-*+--. School District RReepreseJ�nnta/tii'vve, Date' —' Paid by Check # Remarks: lllotice: You may protest the imposition of the fess Identified above by submitting a written protest to the Dlsblct, in compliance with MUM* Code Section 66020(x), within 90 days from the date tees we paid. Failure to submit a timely written protest will'prohlbit you from ehallsrtging the Impostilon of the fess in any court action. 9, subsequent to the School District Representative signing this Butte County Schools Impact Fee CeetlfteUon Form, the school Dlshkt Is notified by the applicable Local Planning Ageney that this project Isbeing rwlewed under the CalQomis Environments! Qualtiy Act (CEQA), this project may be subject to additional school fees to fully mldgaI .its Impact on the school d1aMctle schools. White (applicant), Yellow (building department), Pink (school district) �� feeform.xis I10/03)dmm I ENGINEERS : William F. Squyres, Jr' (53b) 345-1012. ADDRESS : 166 E 3rd Street, Chico, CA 95928. Date: 02-04-2009 File: C:\RESDEN56\Nash.RES JOB : Residential 2 Heads Flowing DESIGN I SPRINKLER MANUF : RELIABLE - RFC49, 16xl6, K=4.9, P=7.0 MODEL : RFC49 DENSITY 0.05 Gpm/Sq Ft VALVE 0.0 Psi AREA / SPR 256 Sq Ft DESIGN AREA 512 Sq Ft I SPRINKLER Q 13.9 Gpm. METER 0.0 Psi I NODES 7 PIPES 6 SOURCE STATIC 50 Psi RESIDUAL 40 Psi FLOW 35 Gpm NODE ELEVATION K -FACTOR PRESSURE NO. Feet MIN SPRINKLER FLOW Psi ----------------------------------------------- 1 10.00 4.90 7.0 2 10.00 4.90 7.4 3 10.00 TOTAL SPRINKLER PRESS 8.4 4 10.00 VALVE FIXED LOSS 13.3 5 10.00 DEMAND PRESS REQUIRED 17.2 6 3.00 23.0 7 1.00 SOURCE 25.3 SPRINKLERS FLOWING 2 AREA PER SPRINKLER 256 TOTAL DESIGN AREA 512 MIN SPRINKLER FLOW 13 REQUIRED DENSITY 0.051 COMPUTED DENSITY 0.051 TOTAL SPRINKLER FLOW 26.4 TOTAL DOMESTIC FLOW 5.0 TOTAL WATER REQUIRED 31.4 TOTAL SPRINKLER PRESS 25.3 WATER METER LOSS 0.0 VALVE FIXED LOSS 0.0 SUPPLY PRESS AVAILABLE 41.8 DEMAND PRESS REQUIRED 25.3 PRESSURE CUSHION 16.6 MAXIMUM VELOCITY 14.1 Sq Ft Sq Ft Gpm Gpm/Sq Ft Gpm/Sq Ft Gpm Gpm. Gpm Psi Psi Psi DISCHARGE Gpm. 13.0 13.4 5. 0 DOME 31.4 6 ray t:: I lr� jjjjTT'v CotiNTY FEB 13 2009 DEVELOpAjj SERVIrilcivil S Copyright (2008) Psi by Psi Hydronics Engineering Psi 34119 Fremont Bl, Suite 609 Fremont, Ca., 94555 F/S (800) 845-9819 041- 0(q(0 BUTTE COUNTY BUILDING DIVIS10i\ ADPROVO tiXul"lualub: KLbIUENTIAL r IRE bpKIVA-LER kiXURAWAU13 t).b - 6uhsml . XlAij L -age ENGINEERS : William F. Squyres, Jr. (530) 345-1012. ADDRESS : 166 E 3rd Street, Chico, CA 95928. Date: 02-04-2009 File: C:\RESDEN56\Nash.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) q= 13.0 K= 4.900 L= 7.5 Pt 7.0 pt 7.0 Q= 13.0 F= L F= 7.0 C= 150 Pe 0.0 Pv -0.3 Vel= 7.0 D= 0.874 TL= 14.5 0.0944 Pf 1.4 Pn 6.7 3 -------------------------------------------------------------------------- Pt 8.4 2 q= 13.3 K= 4.900 L= 3.0 Pt 7.4 Pt 7.4 2 Q= 13.3 F= L F= 7.0 C= 150 Pe 0.0 Pv -0.3 Vel= 7.1 D= 0.874 TL= 10.0 0.0991 Pf 1.0 Pn 7.1 --------------------------------------------------------------------- 3 Pt 8.4 3 q= 0.0 K= 0.000 L= 11.0 Pt 8.4 Pt 8.4 3 Q= 26.4 F= B F= 3.0 C= 150 Pe 0.0 Pv -1.3 Vel= 14.1 D= 0.874 TL= 14.0 0.3489 Pf 4.9 Pn 7.1 -------------------------------------------------------------------------- 4 Pt 13.3 4 q= 0.0 K= 0.000 L= 17.5 Pt 13.3 Pt 13.3 4 Q= 26.4 F= B4RL F= 16.0 C= 150 Pe 0.0 Pv -0.5 Vel= 8.9 D= 1.101 TL= 33.5 0.1133 Pf 3.8 Pn 12.8 -------------------------------------------------------------------------- 5 Pt 17.2 5 q= 0.0 K= 0.000 L= 7.0 Pt 17.2 Pt 17.2 5 Q= 26.4 F= 4RSL F= 18.0 C= 150 Pe 3.0 Pv -0.5 Vel= 8.9 D= 1.101 TL= 25.0 0.1133 Pf 2.8 Pn 16.6 -------------------------------------------------------------------------- 6 Pt 23.0 6 q= 5.0 K= 0.000 L= 150.0 Pt 23.0 Pt 23.0 6 Q= 31.4 F= RL F= 12.0 C= 150 Pe 0.9 Pv -0.1 Vel= 3.2 D= 2.003 TL= 162.0 0.0085 Pf 1.4 Pn 23.0 -------------------------------------------------------------------------- 7 Pt 25.3 -------------------------------------------------------------------------- Meter = 0.0 7 -------------------------------------------------------------------------- Q= 31.4 <<< SOURCE >>> Pt 25.3 E=>45-Elb L=>90-Elb B=>TeeBch R=>TeeRun C=>CouPlg S=>SwgChk G=>GatVlv HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 5.6 - SUBMITTAL. ENGINEERS : William F. Squyres, Jr. (530) 345-1012. ADDRESS : 166 E 3rd Street, Chico, CA 95926. DATE : 02-04-2009 FILE C:\RESDEN56\Nash.RES JOB : Residential 2 Heads Flowing PSI 100 0M 80 70 60 so 40 30 "I 10 0 FIRE SPRINKLER HYDRAULIC GRAPH 10 15 20 25 G -4D Water Supply 30 35 40 45 FLOW - Gpm. Static 50 Psi Resid 40 Psi Flow 35 Gpm Water Demand 0 --0 Avl Press : 41.8 Psi @ 31 Gpm Req Press : 25.3 Psi @ 31 Gpm Press Cush: 16.6 Psi L Copyright: Hydronics Engineering, 2008. 34119 Fremont Bl, Suite 609, Fremont, CA. 94555. (800) 845-9819. 50 IBulletin 006 Fev.C) Model'RFC43 (SIN RA0612) * NK now ffra�l Model RFC49 (SIN RA0616) Flat Concealed --dential Sprinklers A Concealed Residential Sprinkler engineered for a minimum design density Of 0.05 gpm/ff with low GPM .L - requirements. Features I , Very low water flow requirements. 2.1/211(13mm) Total. -adjustment, 3. Throad-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 Underwrfters Laboratories, and certified by UL for Canada (cUl-us) 2. NYC MEA 258-93-E UL Listing Categories Residential Automatic Sprinklers UL Guide Number VKKW Installation Data! RFcAa IR AnAi 9% AA 4 Thread Size K Sprinkler Maximum Minimum Minimum Required Sprinkler Discharge Inch (mm) Ft&or 8139017 Distance. Distance between ft (m to Wall fL (m) sPrinklers, ft (m) Flow Press. — gpm (Lpm) pal (Inr) 1/2.9 11 05mM) 2 (1 5mm) 4.9 4,9 4,04 4 419 '7 '1013.' 8(2 1 113' �14 9� 7 0.48 7:80 0,48 11 S 15 i/ � 4:91 16 x 16 (4,N4,9 I 43 I 13 49 7.0 0.48 21, IBM mmm� 'h" 15 1 4 18 X 18 (5.54.5 20 20 9 _:4'j �21 74 8 2.43 17 12.0 0.83 X (6,04.0 10 3.05 8 2.43) 1 20 B:� 116.7 (1.141 Note: I bar w 100 Kpa Basic Principles of Solvent Cementing *nie solvent cemented connecUon in thermoplastic Pipe -and -fittings is t -he -last vital link in a plastic - pipe instaltation, It can me-Mll Lhe success or riallure or the sy�stem as a whole; Accordingly, It requires Lhe same prorcssional cal,e 11 U I EILLM ll.ioi i I I 1,1t 11,c ClivV1 I LO PLhar Colf1poneriLs ur iiii: SyS1.011. 'llierc arc many solvent. cementing LechniCILICS published covering step by step procedures on just how Lo make solvent cementedjoints. However, we feel" that if the basic principles involved are explained, known and understood, -I beLter understanding would be gained, as Lo what techniques are necessary Lo Suit particular* applications, temperature conditions, and variations in size and Fits of pipe and fttingS; Be aware at all times of good safety practices. Solvent cem'ents for pipe and 111tLings are nammable, so there should be no smoking nor oLher sourccs of heat or flame in,working or sLorage areas. Be sure to work only in a well ventilated space and c avoid unnecessary sIdn contact with all solvents. More detailed safety information Is -civailable froin Harvel or IPS (Weld -On) Corporation. To consistently make good joints, the following should be carefully- understood. I The joining surfaces must be softened and made serriffluid. 2 Sufficient cement must be applied to rill the gap between pipe 'and RLting. 3 29serribly or pipe and Fiffiki�s-m-u-s-t.-be made while tkie surf -aces are still wet and fluid. 4 Joint strength develops as the cement dries. In the dght part of the joint the surfaces will tend to fuse together in the loose part the cehient will bond to both surfaces. These areas must be softened and penetrated IA WIC.'lliallig Ihn nNESIRI, ceitirmilinq picress, peneiralion Fit ici WiLCIlilig Call be aCillevecl by lhe Cement Unit licarl ONE srEr .4 piriceduies; carali illy, m1fer to Insiallal.1cm I Instructlot-L%). r or MIMI Sbns, wider cariniii MfldlliorlS, It MAY be deSliable to Lae 11 Ic IWO Sl Ef, process which ULRIZMS a pr 111 lot' Lo et isure adequate softening. For exampit wl jell working In cold wenther with large diameter 1)4jc. fivote dine arid additional applications may he reqUiled. Cement coafings of sufficient thickness Mole than sufficient. MIMI It to III[ U te l00%e parr of LheJohl. inust be applied. ricsidcs lillilig Ule qap, adequate cninent layers will I In imlinin 11 ir v ii.Dirm And An It.,111,1111 wt -I ul 1111 IlivJtAll Is asset Ibled. III ove U its yotrself. Apply oil the Lop suriace or a piece of pipe twn separilLe layea or cemeill. First flow on a heivy layer Or Willf-111, 111CII 11r)TICISI(Irl IL *,I thin layers— evoy 15 secolids cir so by ;I gelide tap with your finger. You will note that Ille 11 tit i layi-r becomms tacicy and dwn dries quickly 1probably %AALI gn 15 sercitirisl 1 he I icavy layer will rentain wel. mudi longer. Now check for pat ieirailon a few minutes Alter Applying these layers. Scrape the", wit.11 a la tire. 'The 11 iln layer WHI have achieved little or no li,Lmleiiaiinn. nje ileavy ofte. Inuch Inern penetration. Surfaces must be agsembled while they are wet and SDft - LI If U ic co net it coilings on u a pipe and Wings are wet and fluld wilen assembly Lalces plaCe� they will Lend to flow together and becOme orte layer. /V.so, if Hie cerni!nt is wet Ule surfaces beneath them %M11 still be Soft. Awl 11IMe softened surfaces in 11 le Ilgl IL part, or file joint mil tend to fuse Logeth(M. Surfaces Boticled Surface Fuwrl Sittlaces As d ie solvent dissipates, Ille cenient IWrr and Li'le softenefl SLH IACM will I larden with a corresponding Inatise injoint sliengf.h. A good joint vAl take the required working pressure long h0f0tc [fie joint Is fully dryand nrml SlICHLY111 IS 0131RIlle[l. ki file liqlIL (fused) part of theJoint. stTengtil will develop more quickly than In the looser Itionded) part of the joint. Information about the development or hond strength or The QrJA-rJ7'Y Line POR SMALL PIPE (Dponaz VSR-SFG VANE TYPE WAXERFLOW ALAp 0 SYMbOl Of Protoofion M SWITCH MTH RETARD AND GLUE -IN UNION CUL, UL and CGIPM Lirtod, CK mark4 NYKEA ACCEPTED Service Pretture: Up to 175 PST (12,07 BAP,) Minimum Flow kate, for Alarm: S-IOGPM(30-32LPM) Maximum Stale: 111 FPS (5,5 m/s) 7 Enclosure: Die-cast, red powdercoat finish No. 1113555: Cover htld in Place with tamper resistant screws US Patent No. 6,4 71,255 Stock No. 1113555 1113600 W/TSK No. 1113600 - Tamper Cover incorporates Tnicro-switr ,h. Cover Tamper. Activated by Cover removal. Cover Tamper Switch Contacts: One set SPDT, Rated at 230VAC. Cover Tamper Switch Terminations: t" 22AWG wire Ieuds. Contact RAtiD:s: Two sets of SPDT (Form C) 15.0 Amps at 125/250 VAC 2.0 Amps it 30 VDC Conduit Entrances: Two knockouts provided for 1/2" Conduit. Usage: Listed CPVC Plastic Piping systems manufactured by Central Sprinkler Corp., Grinnell Sprinkler Corp., Spears Manufictur- ing Co., and IPEX (Scepter). Fits pipe sizes - 1", 1-114", 1-1/2" and 2" Environmental Specilic2tions: Suitable for indoor or outdoor use with factory installed gasket And die-cast housing. C I'm Service Use: or IVIA 411 VD D rated enclosure - use with appropriate Conduit Automatic Sprinkler fitting and/or plugs. NFPA-1 3 TemPerature range: 400 F to 1206 F (4,50 C to 49* C) One or two family dwelling NFPA-13D Caution: This device is not intended for applications in exPlOsivt envi- Residential occupancy up to four sto'ries NFPA_I 3R ronments. National Fire Alarm Code NPPA-72 TheModel VSR-SFG is& vanetypewateMov, switch foruse on wet sprinkler operation of the VSR-SFG- See Fig. I.) Wait 2 to 4 hours to allow the systems using CPVC Plastic fittings manufactured by Central Sprinkler glue to dry before attaching the VSR-SFG to the 1,, male fitting. Sel t the Corp., Grinnell Sprinkler Corp., Spears Manufacturing Co., to and IPEX proper paddle for the pipe size and type OfTEE used. Ste Fig. 3 and Fig. 5 (Scepter) that use 1", 1-114", 1-1/2" or 2" pipe sizes. It is equipped with a for instructions an how to change paddle. Verify that the O -Ting is property union 10 Accommodate installation in confined spaces. positioned in its groove. I land tighten the nut on the union after orienting the The unit contains two single pole double thro snap action switches and in device in the appropriate direction to detect wittrrflow as shown in Fig. 2. adjustable, instantly recycling pneumatic retawrd. The switches Are actuated CAUTION: Do not over -tighten the union nut, hand tighten only! when a now or 8-10 gallons Per millute (30-32 Men per rninutc) or more , occurs downstream ofthe device. Tile flow condition mustcxist for -a period , he vane must not rub the insidelof the TEE or bind in any way. The stem Of time necessary to overcome the selected retard period. should move freely when operated by hand. INSTALLATION: These devices maybe mounted 6n horizontal or vertical INSPE C71 ONAND TESTING: Check the operation ofthounitily opening pipe. On horizontal pipe they should be installed on the top side of the pipe the inspector's test valve at the end Of file sprinkler line or the drain and ftt where they will be accessible. The units should not be installed within 6" (15 connection, iran inspector's test valve is not provided. CRI) ofil valve, drain or fitting which changes the direction of the water�ow. If there are no provisions for testing the operation or the flow detection The unit has a I " male fitting for'gluing into a CPVC plastic TEE ' device on tile system, application or the VSR-SrG is not recommended or Loosen the union nut and separate the I " male fitting from the VSTZ_SFG. advisable. Glue tile I" maic fitting into the TEE following the TEE manufacturres The frequency or the inspection and testing and its associated protective instructions for preparation and gluing Of CPVC piping systems. (NOTE: monq2n �g syFiCITLshould-br, ----- - -�n-a=ordanre--with-tile-applicable7NWK-- Orn-out-on-1he 9I6TJ'6f'thc'T`EE for-pir-oper Codes-anid 'Sth'n-dir-ds'-&'n-d'/t)'r-'au'thority having jurisdiction (manufacturer recommends quarterly or more ftequently). Intler lilactric Signal Con1puny ' 2091 Craig Road, St. Louis, MO, 63146-4161 1 Phone: 200-325-3936/Canada 999-292-1933 , www.poIt=igmLDrn klwntr) IN USA WT. I/swoonog - pLv p MPG. V5401062 - 11/05 PAM: I Or 2 Important Please Read Carefully and Save rhis instruction manual contains important information ibout the installation and operation of bells. Purchasers ,vho install bells for use by others must leave this manual )r a copy Of it with the user. ;ystem Sensor supplies bells for nearly all sprinkler/fire larm/burglar applications. 'hese instructions apply to all System Sensor bells in . the ?Iies. Read all instructions carefully before beginning. :)Ilow only those' instructions that apply to the model you 7e installing. Do not use in potentially explosive atmospheres. Do not leave any unused 'wires exposed. 70-11-00 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 EYS TE44 1�4 SSM and SSV BELL Series 3225 Ohio Avenue, St. Charles,. Illinois 80174 1-800-SENSOP2, RkX: M377-6495 Specifications www.sYstemsensor.com SSM. Series: Voltage: Regulated 24 VDC Operating Voltage Limit: 16 - 33 VDC Ma)dmurn Current: . DC - 31.1mA/FwR 53.5mA Ope rating Temperature: SSV Series: -31" to 1500F (-358 to +669Q Voltage: Regulated 120 VAC Operating Voltage Limit: 96 - 132 VAC Maximum Current: 53mA Operating Temperature: -310 to 150*F (-350 to +660C) UL Reverberant Room 24 VDC SSM Sound Output per UL 464 (dBA) 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) SSV120-8 (8", 120 VAQ 85 82 SSV120-10 (10", 120 VAC) P - Polarized 82 S - Suppressed Important Please Read Carefully and Save rhis instruction manual contains important information ibout the installation and operation of bells. Purchasers ,vho install bells for use by others must leave this manual )r a copy Of it with the user. ;ystem Sensor supplies bells for nearly all sprinkler/fire larm/burglar applications. 'hese instructions apply to all System Sensor bells in . the ?Iies. Read all instructions carefully before beginning. :)Ilow only those' instructions that apply to the model you 7e installing. Do not use in potentially explosive atmospheres. Do not leave any unused 'wires exposed. 70-11-00 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 36 TQDLC)O INDORPGRATED DOW)" CA a (MI Manve FIG. 23 HANGER FOR C.p. v. C plAS7,7C PIPE DOUBLE FASTENER STRAp TyPE 4- \T C A FIG. 24 HANGER FOR C.P.V.C. PLASTIC PIPE DOUBLE FASTENER sTp.Ap TYPE - SIDE MOUNT C A Size Range - 3/4" thru 2" C.P.V.C. pipe protects the C.P.V.C. pipe from any rough surface - Material, CarbqrISteal w Kgalvanized-finish-G-9-0..gout. spar_. . -The-Fig. .23 -design 4ncorperates-snap-retairvers-wllowtng easier it Function - The Fig 23 and Fig. 24 are intended to perform as a and faster Installation. hanger/restrainer to support only CP.V.C. piping used in The Fig. 23 and Fig. -24 are easily attached to the building struc- automatic fire sprinkla systems- turp, using the tuo lam -ews* r Fig. 23 and Fig. 24 can be installed on the top or on I the bottom with the product It is recommended that rechargeab electric of a beam. The Fig. 23 ran aLso be installed on the side of a drills fitted with a hex socket attachment be used as installation bearn. toolL 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 f unclion as a restrainer to prevent known to result from installations using impact Lype 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 pai - RF.P.A. 13, 13F� and 13D. ents Pending -Hardened hex head self threading screw isfurnished with the Features - The Fig. 23 and Fig. 24 incorporate features which product and is the minimw st.-mar-size-acceptable. I Cab(-, 1,151zhation. I lie flared edge design C.P.V.C. A a C MAX HANGER FASTENER &PPROX PIPE SIZE FIG. 23 FIG. 24 FIG. 23 FIG. 24 FIG. 23 FIG. 24 SPACING HEX HEAD WEIGHT SIZE PER 100 3/4 N 3-1/8 2- 16 1.9116 1-5/32 0-hifff-MI, HYMN. 1-3/16 1-3/16 wq,�SRM-Tfa/i 7q� 5/16 9 112"Ov-s-R.W.2 11 4 4-3/16 3 2-3/ 1-1/2 1-3/16 1-3/16 f 9M. 6-1/2 5/1 - 6 11 L W=KMW Jr 2 7:-:-- 4--7/8 3-11116 2-7/16 1-27132 1-3/16 1-3 16 8 - 5116 15 ISE -1) 3 NOTES: 1. System to be installed per N.F.P.A. 13D, Manufacturers specifications, and local A.H.J. 2. System provides protection in selected areas only as per N.F.P.A. criteria 3. All piping to be "listed" CPVC or equiv. 4. Pipe hangers to be "Tolco" or equiv. 5. Freeze protection, carpentry and electrical by others. 6. Riser to be installed in "stud bay" within indicated wall. 7. Exact pipe run lengths and head location subject to field verification. 8. Heads to be Reliable RFC 49 Flows based on a 16'XI6' grid pattern. (see attached calcs. And spec. sheets) 9. All pipes to be I" diameter unless otherwise noted. 10. All ceilings are flat and 9'0" in height, unless otherwise noted 11. "Tolco" 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 I " CPVC pipe is 12" c) The maximum distance between hangers on I" CPVC pipe is 6'- 0" d) The maximum distance between hangers on 1/4" CPVC pipe is 5'- 6" 12. Total heads required = 7 13. Future Additions of heat sources, like gas or wood burning stoves, should be installed according to N.F.P.A. 13D residential sprinkler installation guide. UXW 1111�410IIIII&MOICILZAM"W* -- ---------- 0 3 - 0 A *, 4-7-z -"/0 6-0 Z-0 ZI- U Ll 0 L-7�71 I --------- F&I FLL 2� �41 cc W:F- U, * � r "D ire r o 1-6 THE 2007 080, CMC, cpQ, CCC, AND 2005 CALIFORNIA ENEROY STANDARDS AS AMENUED eY THE JURISDICTION ARPLY TO THIS PROJEOT. APPROVED PLANS AND PERMIT SHALL BE ON SITE FOR ALL INSPECTIONS BUILDING PERMIT*_01 L9/ C1,C ASSESSOR's PARCEL*- C) 6 f - 3M SEE B U I L 0 1 N G PE FR M IT# 01!� - 2-3 r7 FIRE SPRINKLER PERMITJ+0P,0/ REVISIONS BY -A I'* 0 U M C) U 0 U W) J SO 0 C) C4 U U'RT C) 4t 5 Z U in C) Date 2-2-09 I Scale VLf -:-- I I Drawn 7�5 Job NA<OR Shest Of Sheets Hz cv �U m W >� U- W A HYDRONICS: RESIDENTIA1, FIRE SPRINKLER HYDRAULICS 2.1 - SUBMITTAL. Page 1 CONTRACTOR: WILLIAM F. SQUYRES, JR. FIRE PROTECTION (530) 345-1012 ADDRESS: PO BOX 3176, C11ICO, CA 95927-3176 Date: 04-28-2004 File: NASH-2 JOB : NASH RESIDENCE, 2 HEADS FLOWING STATIC : 60.0 Psi RESIDUAL 50.0 Psi FLOW 45 Gpm SPRINKLER MANUF RELIABLE MODEL : FI/RES/49 MIN SPR FLOW 13.0 Gpm MIN SPR PRES 7.0 Psi NODE ELEVATION K- PRESSURE DISCHARGE NO. FEET FACTOR Psi Gpm ------------------------------------------------------------------------------- 1 25.0 4.90 7.4 13.4 2 25.0 4.90 9.1 14.8 3 25.0 11.1 4 25.0 21.9 5 13.0 29.2 6 13.0 34.9 7 3.0 SOURCE 42.7 ION c�-,o SPRINKLERS FLOWING AREA PER SPRINKLER TOTAL DESIGN AREA REQUIRED DENSITY COMPUTED DENSITY TOTAL SPRINKLER FLOW TOTAL DOMESTIC FLOW TOTAL WATER REQUIRED TOTAL SPRINKLER PRESS WATER METER LOSS VALVE FIXED LOSS SUPPLY PRESS AVAILABLE DEMAND PRESS REQUIRED PRESSURE CUSHION 2 196 Sq. Ft. 392 Sq. Ft. .07 Gpm/Sq.Ft. .07 Gpm/Sq.Ft. 28.1 Gpm 0.0 Gpm 28.1 Gpm 42.7 Psi 0.0 Psi @ SOURCE 0.0 Psi @ SOURCE Q/ \-A) W. Ft -.-,Sp ES C) R Ppo n ntr ti ic. C-1 6 V,.-. opc Copyright(1991) 55.8 Psi by 42.7 Psi Hydronics Engineering 13.1 Psi 34119 Fremont Bl, Suite 609 Fremont, Ca., 94555 (415) 487-9160 MAXIMUM VELOCITY 9.3 F/S 8 *"'*7,r � Ck IT 1 U, RUILDRin nEp pn PAW, APPROVED HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 2.1 - SUBMITTAL. Page 2 CONTRACTOR: WILLIAM F. SQUYRES, JR. FIRE PROTECTION (530) 345-1012 ADDRESS: PO BOX 3176, C11ICO, CA 95927-3176 Date: 04-28-2004 File: NASH-2 JOB : NASH RESIDENCE, 2 HEADS FLOWING PIPE BEG FLOW K -FACTOR LENGTH C -FACTOR PRESSURE NO. GPM FITTING TYPE FTG FR- LOSS Psi END DIAMETER TOTAL (Psi/Ft) ------------------------------------------------------------------------------ 1 q= 13.4 K= 4.90 L= 9.5 Pt 7.4 Pt 7.4 1 Q= 13.3 F=LR F= 8.0 C= 150 Pe 0.0 Pv -0.3 Vel= 7.0 D= 0.884 TL= 17.5 0.0938 Pf 1.6 Pn 7.1 2 Pt 9.1 ------------------------------------------------------------------------- 2 q= 14.8 K= 4.90 L= 8.5 Pt 9.1 Pt 9.1 2 Q= 28.1 F=LR F= 8.0 C= 150 Pe 0.0 Pv -0.6 Vel= 9.3 D= 1.109 TL= 16.5 0.1232 Pf 2.0 Pn 8.5 3 Pt 11.1 ------------------------------------------------------------------------- 3 q= 0.0 K= 0.00 L= 57.0 Pt 11.1 Pt 11.1 3 Q= 28.1 F=2Ll6R F= 30.0 C= 150 Pe 0.0 Pv -0.6 Vel= 9.3 D= 1.109 TL= 87.0 0.1232 Pf 10.7 Pn 10.5 4 Pt 21.9 ------------------------------------------------------------------------- 4 q= 0.0 K= 0.00 L= 12.0 Pt 21.9 Pt 21.9 4 Q= 28.1 F=B F= 5.0 C= 150 Pe 5.2 Pv -0.6 Vel= 9.3 D= 1.109 TL= 17.0 0.1232 Pf 2.1 Pn 21.3 5 Pt 29.2 ------------------------------------------------------------------------- 5 q= 0.0 K= 0.00 L= 29.0 Pt 29.2 Pt 29.2 5 Q= 28.1 F=2L3R F= 17.0 C= 150 Pe 0.0 Pv -0.6 Vel= 9.3 D= 1.109 TL= 46.0 0.1232 Pf 5.7 Pn 28.6 6 Pt 34.9 ------------------------------------------------------------------------- 6 q= 0.0 K= 0.00 L= 10.0 Pt 34.9 Pt 34.9 6 Q= 28.1 F=4RSL F= 18.0 C= 150 Pe 4.3 Pv -0.6 Vel= 9.3 D= 1.109 TL= 28.0 0.1232 Pf 3.4 Pn 34.3 7 Pt 42.7 ------------------------------------------------------------------------- Meter = 0.0 Valve = 0.0 ------------------------------------------------------------------------- ------------------------------------------------------------------------- 7 Q= 28.1 <<< SOURCE >>> Pt 42.7 E=>45-Elb L=>90-Elb B=>TeeBch R=>TeeRun C=>CouPlg S=>SwgChk G=>GatVlv HYDRONICS : FIRE SPRINKLER HYDRAULIC GRAPH PSI 100 + 90 + 70 + 60 X Static I x I x I x 50 + X Resid 1* Spr Sys 40 + 30 + 20 + 10 Elev Loss I 0 ------------------------------------------------------------------------ 0 200 300 400 500 600 700 800 900 1000 1.85 FLOW -(GPM) JOB : NASH RESIDENCE, 2 HEADS FLOWING X - Water Supply Curve * - Water Demand Curve Static 60.0 Psi Avail Press 55.8 Psi @ 28.1 Gpm Residual 50.0 Psi Req'd Press 42.7 Psi @ 28.1 Gpm \N 0�_ e Ic IYO. I I IAI� 11, ()I;, I -Vie CAL.0,A-A I (()(\I IV)/\ If,- ON1 NE, 4, --j C 2 J, A A ........ ov.ovw MIT - (j I V IN 0 I UICK Galvanized Tanks - 76 prol max wkq Pressure ------------------- 0- -rderI.- ap=lty Drawdown C)irriontion No. Diu X HIC LES. Model Gallons 72 V42GT 142 Tall 42 4.3 `16 X 48 74 V42GS 1. 42 4 3 20 x 32 .142 Short 82 6A 20 X 60 V4 V62G 82 120 12.2 24 x 60 %1 V120G 120 West 22.4 30 x 7111 303 V220G 220 West 220 so 4'6 V315G 48OG 1315 West 316 32.1 36 x 80 VSOW 480 49 42 x 67 6410 V 53 6 36 x 126 605 V625G 525 Combo 525 91.6 42 x 159 1040 V90OG goo Combo goo hor,zontal and vertical MOUON- All others aye vertical only. Not*: 525 and goo gallon Models jIllivili Wh Read Carefully'. Installation Instructions & Technical Data (Details in bulletins 035 & 135) Model F1 Res 49 Pendent Model F1 Res 49 Recessed Pendent / F1 (F1 escutcheon, adjustment) F1 Res 49 Pendent F1 Res 49 Recessed Pendent / F1 • Model F1 Res 49 Recessed Pendent / FP (FP push-on/thre2d-off escutcheon) • Model F1 Res 49 CCP Pendent Pendent / FP F1 Res 49 CCP Pendent Model F1 Res Sprinklers (UL 1626 Standard) Technical Data Max Sprinkler Spacing SferInkler Pressure Max. It (m) Sprinkler Thread mp. not Ing Max. Ambient Tem K Len Size 13 (49) — Pressure — -- Facto r lncWh 18 x 18 (5.5x5. Pl__ -F -C -C -F j C -C —Arn- NPT 155 68 1%si 100 38 4.9 2.25 (RV?) 175 79 2 or 0 ) 150 i 66 (57) Max Sprinkler Spacing Flow Pressure Sprinkler identification It (m) gpm (Lpm) psi (bar) Number (SIN) 12 x 12 (3.6x3.6) 13 (49) 7.0(0.48) Length 14 x 14 (4.3x4.3) 13 (49) -7.0 (Q.48) 16 x 16 (4.90.9) 13(49) 7.0(0.48) R3516 18x18_L5Lx5_51 A.3) 12.OtOM) 2Ox2O-(6.lx6.1)1 20(75.7) 16.7(l.15) Technical Data Max Sprinkler Spacin CUP S nId7 Assembly -re Pressure Max. ft (m? Sprinkler Thread mp emp. Max. Ambient TemP- K Length Sim Rating Ratl Pressure Fedor Inch 8.2 LO.56) R3516 18 x 18 (5.5x5. Pl__ (mm) ---[— F -C -F — -C - 1— -F -C '/Z'NFr _15, 68 135 57 175 psi (12 bw)_ 100 J�Q 38 66_ _ 4.9 2.25 (57L_ Max Sprinkler Spacin Flo, Pressure Sprinkler identification ft (m? gpm (Lpm) psi (bar) Number (SIN) _1??�12_(3.6xaq) _ ___-13_(Ip) .14 x 14L4.qA.3) 1-3-(49)_ _7.0 (OA8) 16 x 16 (k9x4,9 J 14(53) 8.2 LO.56) R3516 18 x 18 (5.5x5. Pl__ 6"l 11�j 13.5 (0.93,1) 20 x 20 (6. 1 x6.1 16.7(l.15) The Reliable Automatic Sprinkler Co., Inc., 525 North MacQuesten Parkway, Mount Vernon, New York 10552 CA -131 Rev.0 Basic Principles of These areas must be softened and Solvent Cementing penetrated The solvent cemented connection in thermoplastic V, pipe and fittings is the last vital link in a plastic pipe installation, It can mean the success or failure of the system as a whole. Accordingly, it requires the same professional care and attention that are given to other components of the system. There are many solvent cementing techniques published covering step by step procedures on just how to make solvent cemented joints. However, 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 fittings are flammable, so there should be no smoking nor other 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 from 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. 2 sufficient cement must be applied to fill the gap between pipe and fltting. 3 Assembly of pipe and flttings must be made while the surfaces are still wet and fluid. 4 Joint strength develops as the cement dries. In the tight part of thejoint the surfaces will tend to fuse together, in the loose part the cement will bond to both surfaces. When using the ONE STEP cementing process, penetration and softening can be achieved by the cement itself (read ONE STEP cementing procedures carefully; refer to installation instructions). For certain sizes, under certain conditions, it may be desirable to use the TWO STEP process which utilizes a primer to ensure adequate softening. For example, when working in cold weather with large diameter pipe, more time and additional applications may be required. Cement coatings of sufficient thickness More than sufficient cement to fill the loose part of thejoint must be applied. Besides filling the gap, adequate cement layers will penetrate the surfaces and also remain wet until the joint Is assembled. Prove this yourself. Apply on the top surface of a piece of pipe two separate layers of cement. First flow on a heavy layer of cement, then alongside it a thin brushed out layer. Test the layers every 15 seconds or so by a gentle tap with your finger. You will note that the thin layer becomes tacky and then dries quickly (probably within 15 seconds) The heavy layer will remain wet much longer Now check for penetration a few minutes after applying these layers. Scrape them with a knife. The thin layer will have achieved little or no penetration. The heavy one, much more penetration. Surfaces must be assembled while they are wet and soft If the cement coatings on the pipe and fittings are wet and fluid when assembly takes place, they will tend to flow together and become one layer Also, if the cement is wet the surfaces beneath them will still be soft, and these softened surfaces in the tight part of the joint will tend to fuse together. Surfaces Son F1 jv.( As the solvent dissipates, the cement layer and the softened surfaces will harden with a corresponding increase injoint strength. A good joint will take the required working pressure long before the joint is fully dry and final strength IS obtained. In the tight (fused) part of thejoint, strength will develop more quickly than in the looser (bonded) part of the joint. Information about the development of bond strength of solvent cemented joints Is available. The QUALITYLine VSR-SF ePOTTER VANE TYPE WATERFLOW FOR SMALL PIPE SWITCH WITH RETARD 11MI Potter Electric Signal & Mfg. LTD Potter Electric Signal Con'llial"Y -1967 Leslie Street 2001 Craig Rd -,/P -O- Box 28400 Do" Mills, Ontario, Canada M3B2M3 St. Louis, Mo. 63146 (416)441-1033 (314)070-4321 / (000)325-3936 UL & ULC LISTED STK. NO. 1113000 U.S. PAT. NO. 3921989, CANADIAN PAT. NO. 1009680 OTHER PATENTS PENDING. Tile Model vsri-SI: isa vano type wll()rllow swilch foruso on wal sprinkler sysloills that liso I" 1 1/4", or I 1/2"pipo s il soctional walorIlow size. Tile unit inay also be used a, detector on l2rgo syston's. The unit contains Iwo single pole double throw snap action switches arid all adjustable pneutnalic retard. I -lie switches are actuated when a flow of 10 gallons per ininuto or ,,Oro occurs dowii,,;Iro;llll Of tile dovi(;o.'I'Ilo flow cOndi- lion must exist for a period of lilljo necessary to OvorcOnI0 ilia selected rolard period. INSTA I LLATION: Those devices may be mounted in a horizontal or vertical pipe. oil horizontal pipo they should be installedon tile top sidool lhe pipe whare theywillbe ac cessible. The units should not be installed within 6" of a valve, drain or filling which changes ilia diroction of 1110 waterflow. The unit has a 1 " WIT bushing for threading into a non corrosive "TEE". Soo figure 2 for proper "TE -E" size, type and installation. service Pressure: Up to 250 PSI M111111jull, Flow noto for Alarm: 10GPM Maximum Surge: 1 a FPS Enclosure: Cost Aluminum, rod enarnal finish. Cover held 11, place willi tamper resistant screws. Contact Flathigs: Two sots of S.P.D.T. (Forrn C) 10 Amp. Oa 125/250 V. AC 2 Amp. 0a 0-30V. DC Condull Etilrances: Two openings for 1/2"condult. Unngo: I-Istod Plastic, C� I arid Scljodulo 40 Iron Plpo- 1.119 p1po SIZ05 - I T10Z & 1 1/2" Noto: o paddlus are luinIshed with oach unit, on* lor (vach pipo sizo of throaood or swoal'i-EE, ono for cpVC. mid ono for polybutylono. E-l1virolimontal Limitations: 40" F/120' F 4.5" C/49" 0 Cgulloll: jills dovice Is not j),ondod for applications In , explosive environments. Service U86: NFPA-13 Automatic Sprinkler on* orTwo Family Dwelling NFPA-13D Residential occupancy up to 4 Stories NFPA-13R Corilr2l Station NFPA-71 NFPA-72A I-ocal NFPA-72B Auxiliary NFPA-72C nernole Station NFPA-72D Propliolary Optional: Cover Tamper Switch, order Slk. No. 0090010 Kit for outdoor Use' ordor Stl(. No. 1940036 s(;row 11)() a0vi(-o into tho-mr::- filling as shown in Fig. 2. Car() lillist be lakoii to propolly orient file dovico for Ilia direction of waterflow. The vane must not rubthe insideof the "TEE"orbind in any way. '1*1 le stein should move treaty when operated by hand. The device can also be used in copper or plastic Pips illsiall,iliolls with tho propor adaplors so that tile specified " I EF— filling inay be installed oil tile pipe run. TESTING: Cllocl� tile oporalionot Illounit byopening Ilia -111speclioll -l'ost Valve" at thowidol tile sprinklorlineorthe drain and lost connection, if an inspeclorsTeSIV21vels 1101 provided. It there are no provisions for testing the operation of Ih@ flow detection device on file systern, application of 11116 VSR-SF is not recommended or advisable CAUTION; There are a paddles furnished with each unit. These paddles have raised lettering that shows tile pipe they are to be usedMh. The p be used. The screw that holds the paddle size and type of "TEE" that they are to be used with, The proper paddle mual m'j' �*;;�O`o Lmust be securely tightened. nEv BULLETIN 002 rA,615- 1 OF 2 ISMINTED IN USA A000%11 rnAl BELLS %U,POTTEJR - P - B - A -AC & PBD -DC --------- - -- ----- ----- -------------- - - ----- --------- ------------- -- _ ---------- - UL Listed, FM Approved Sizes Available: 6" (1 50mm), 8" (200mm) and 10" (250mm) Voltages Available: 24VAC 120VAC 12VDC (10.2 to 15.6) Polarized 24VDC (20.4 to 31-2) Polarized Service Use: Fire Alarm General Signaling Burglar Alarm Environment: Indoor or outdoor use (See Note 1) -40* to 150*17 (-40* to 66'C) (Outdoor use requires weatherproof backbox.) Termination: 4 No. 16 AWG stranded wires 6" BELL SHOWN Finish: Red powder coating Optional: Model BBK-1 weatherproof backbox These vibrating type bells are designed for use as fire, burglar or general signaling devices. They have low power con- sumption and high decibel ratings. The unit mounts on a standard 4" (101 mm) square electrical box for indoor use or on a model BBK-1 weatherproof backbox for outdoor applications. Weatherproof backbox model BBK-1, Stock No. 1500001. ALL DC BELLS ARE POLARIZED AND HAVE BUILT-IN TRANSIENT PROTECTION: SIZE INCHES (MM) VOLTAGE MODEL NO. STOCK NO. CURRENT (MAX.) TYPICAL dW AT 10 FT (3-)(2) MINIMUM d§ AT 10 Fr (3-0) 4(150) 12VDC POD126 1706012 A2A 85 79 8(200) 12VDC PEDI�Fl 1708012 .1 2A so 76 10(250) 12VDC PUD1210 1710012 .1 2A 92 76 74VD(; PlID246 1706024 .06A 87 76 Rpm) 24VUC VIII)P40 1700024 OOA 91 79 P6(15()) 110(250) 24VDC PLID2410_ 1710n24 o6A 94 79 6(150) 24VAC PBA249 1800024 .17A 91 76 8(200) 24VAC PRA249 1008024 A7A 114 __ 76 10(250) 24VAC PSA24 10 1410024 .1 7A 94 76 6(150) 120VAC PnA 1206 1806 120 .05A 92 02 0(200) 120VAC 11DA12011 1"011120 06A In) 02 10(250) 120VAC PBA12010 1810120 o5A 45 Notes: 1.. Minimum dB ratings are calculated from integrated sound pressure measurements made at Underwriters Laboratories 0 as specified in UL Standard 464. UL temperature range is -30* to 150OF (-34' to 66 C). 2. Typical dB ratings are calculated from measurements made with a conventional sound level meter and are indicative of output levels in an actual installation. Potter Electric Signal Company , 2081 Craig Road, St. Louis, MO, 63146-4161 * Phone: 800-325-3936/Canada Sal -882-1833 www.pottersignal.com - --------- --------- -- -- ---------- - ------------- P RINT - E - D - IN USA _ - --------- - ------------ MK T. N 1 95 0 0 01 -REV F PAGE I OF 2 MFG. #5400776 - 3/99 36 7OLCOINCOR11011AT111) ,O"ONA. CA - (WO) 731-6599 FIG. 23 HANGER FOR C.PY.C. PLASTIC PIPE DOUBLE FASTENER STRAP TYPE C A Size Range - 3/4" thru 2" C.P.V.C. pipe. Material- Carbon Steel with galvanized finish G-90 govt spec. Function - The Fig. 23 and Fig. 24 are intended to perform as a hanger/restrainer to support only C.P.V.C. piping used In automatic fire sprinkler systems. Fig. 23 and Fig. 24 can be installed on the top or on the bottom of a beam. Tile Fig. 23 can also be installed oil the side of a beam. TheFIg. 23 andFig. 24 can also function as a restrainerto prevent the upward movement of the sprinkler head during activation. Approvals - Underwriters' Laboratories listed to support fire sprinkler piping. Meets and exceeds the requirements of N.F.P.A. 13, 1311, and 13D. Features - The Fig. 23 and Fig. 24 incorporate features which protect the pipe and case installation. The flared edge design FIG. 24 HANGER FOR C.PY.C. PLASTIC PIPE DOUBLE FASTENER STRAP TYPE — SIDE MOUNT C protects the C.P.V.C. pipe from any rough surface. Tile Fig. 23 design incorporates snap retainers allowing easier and faster installation. Tile Fig. 23 and Fig. 24 are easily attached to the building struc- ture using the two hex head self threading screws* furnished with the product. It is recommended that rechargeable electric drills fitted with a hex socket attachment be used as installation tools. No impact tools (such as a hammer) or impact fasteners (such as drive screws or nails) are allowed. Damage has been known to result from Installations using Impact type tools. No pre drilling of a pilot hole in wood is required. Order By - Figure number and C. P. V.C. pipe size. Patents Pending *-Hardened hexheadself threading screw is furnished with the product and is the minimum fastener size acceptable. 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 100 344 3-1/8 2-5/16 115 1-5/32 1-3/16 1-3/16 5-1/2 5/16 9 1-1/4 4-3�16 3 2-3/32 1-1/2 79W 1 3/16 1-3/16 if-47-f6w,' 2 5 16 2 4-7/8 2 77�/16 1-27/3 2 8 5 16 15 REVISED 3/94 Fire sprinkler Systems 1. Fire sprinkler installation and supply system shall comply with NFPA 13D-1999 Edition. 2. The owner is responsible for the condition of a sprinkler system and shall keep the system in normal operating condition. 3. The fire sprinkler system shall be tested for leakage at normal operating pressure 4. Where stored water is used as the sole source of supply, the minimum quantity shall equal the water demand rate times 10 minutes. (7 times for exception to section 2. 1) Minimum quantity required is ___gallons. 5. A piping system serving both sprinkler and domestic needs shall have a sign affixed adjacent to the main shut-off valve that states in minimum 1/4inch letters, "Warning, the water system for this home supplies a fire sprinkler system that depends on certain flows and pressures being available to fight a fire. Devices that restrict the now or decrease the pressure such as water softeners shall not be added to this system without a review of the fire sprinkler system by a fire protection specialist. Do not remove this sign." 6. Each system shall have a single control valve arranged to shut off both the domestic system and the sprinkler system. 7. Each sprinkler system shall have a drain and/or test connection with a valve on the system side of the control valve. 8. A pressure gauge shall be installed on water supply pressure tanks. 9. Residential sprinkler heads must be at least 8 feet apart. 10. Sprinklers shall not be painted with the exception of those painted with factory - applied coatings. 11. Provide adequate protection against freezing for system components outside or in the unconditioned space. 12. See plans and specifications for other requirements. 13. Minimum Of gpm is required atq?--1 psi. BUrl E COUNTJ V: AUILDING DEPfAR-1. E.An A P P 0 E I$ X 24 PRINTED ON NO. 1000H CLEARPRINT Date scale A/ Drawn Job 10 e q-133, Sheet qUILDI]NIS DUPAF�7" i*7:off" Ps 0 A E f Sheets P-13 Rn t - C) 0 :It .2 0 u eq 4) t In C7, en Ig cc V U u cr U C� z . U V, Ile 4 U u u C6 T tz Date scale A/ Drawn Job 10 e q-133, Sheet qUILDI]NIS DUPAF�7" i*7:off" Ps 0 A E f Sheets P-13 1*X24 PRINTED ONNO. 1000N CLEARPRINT* C W P FkOVP%. 111P N 19 HEWS -3FCONO FLOUP, PLI)N- I Date. NOTES: Scale 1. System to be installed per N.F.P.A 131), manufacturers specificatio ns, Alt and local A.H.L 2. All piping to be "Listed" CPVC or equiv. Drawn 3. Pipe hangers to be "Tolco" or equiv. 4. Freeze protection, water supply, carpentry and electrical by others.' tDrawn 5. Riser to be installed in "stud bay" within indicated wall. Job 6. Exact pipe run lengths and head locations subject to field verification. /x 7. Heads to be Reliable Fl/RES/49, K=4.9 (14'xl4' grid). Ffteet 8. All pipes to be I inch diameter unless otherwise noted. 9. Minimum flow and pressure required at BOR:4.T PSI Q31) GPM. 'Ul Of Sheets r 19 X 24 PRINTED ON NO. 1000H CIEARPRINT• Date . Scale,// / Al cale//, r j �ODT Drawm AV Job ell Sheet. 1 Of �, Sheets M M k O M N � N o V aw 0 V IVO ti N ~ .� O� v r►a � ~ O V r:s M N C M C�UO M !a C ci zvlx� Sa:Ua � a a. a g w C •rte u low CL � tom. a w w � Date . Scale,// / Al cale//, r j �ODT Drawm AV Job ell Sheet. 1 Of �, Sheets 13 18X24 -PRINTED ON NO. 1000N CLEARPRINT* 3FCOND FLOOk PLI)IV- 0 Ai/ VOM UI T/ MAW UD �7 RUM WATFP,. EMU R)�FQ V FTI) I L' C N r5l 1�-Oxlll D)V TO lo FOR Date NOTES: Scale ications, 1 - System to be installed per NAPA 13D, manufacturers specir and local A.H.J. 2. All piping to be "Listed" CPVC or equiv. Drawn 3. Pipe hangers to be "Tolcoll or equiv. 4. Freeze protection, water supply, carpentry and electrical by others. Job 5. Riser to be installed in "stud bay" within indicated wall. teld verification. 6. Exact pipe run lengths and head locations subject to r h 7. Heads to be Reliable FI/RES/49, K=4.9 (141x14' grid). Sheet S. All pipes to be I inch diameter unless otherwise noted. 9. Minimum flow and pressure required at BOR:4T PSI @3D GPM. 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