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FSS2017-0001
78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: FSS2017-0001 Property Address: 54545 AVENIDA MADERO APN: 774261003 Application Description? STAKER / FIRE SPRINKLER Property Zoning: Application Valuation: Applicant: CHUCK BROWN 21386 LILIUM COURT MORENO VALLEY, CA 92557 T4'�p 4e(fv4u„rw DESIGN & DEVELOPMENT DEPARTMENT BUILDING PERMIT LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 {commencing with Section 70001 of Division 3 of the Business and Professions Code, and my License is in full force and effect. License Class: C16 License No.: 499210 Date: _�_J1-�? Contractor: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions 'Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (_) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (_) I am exempt under Sec. . B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Na Lender's Address: VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 6/16/2017 Owner: KEVIN STAKER 54545 AVENIDA MADERO LA QU I NTA, CA 92253 Contractor: CHARLES F BROWN FIRE PROTECTION DESIGN 21386 LILIUM COURT MORENO VALLEY, CA 92557 (951)712-4959 Llc. No.: 499210 WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: _ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. O I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: STATE COMPENSATION INSURANCE FOND Policy Number: 9080275 _ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply //with those provisions. y Date: 6 —/ Applicant WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT: Application is hereby made to the Building Official for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result ofthis application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter upon the above - mentioned property for inspection purposes. Date: 7 Signature (Applicant or Agen ): Date: 6/16/2017 Application Number: Property Address: APN: Application Description: Property Zoning: Application Valuation: FSS2017-0001 54545 AVENIDA MADERO 774261003 STAKER / FIRE SPRINKLER Applicant: CHUCK BROWN 21386 LILIUM COURT MORENO VALLEY, CA 92557 Detail Owner: KEVIN STAKER 54545 AVENIDA MADERO LA QU I NTA, CA 92253 Contractor: CHARLES F BROWN FIRE PROTECTION DESIGN 21386 LILIUM COURT MORENO VALLEY, CA 92557 (951)712-4959 Llc. No.: 499210 DESCRIPTION I ACCOUNT I QTY I AMOUNT FIRE SPRINKLER SYSTEMS RESIDENTIAL - CUSTOM 1101-0000-22811 11 $614.00 Total Paid for FIRE SPRINKLER SYSTEMS RESIDENTIAL - CUSTOM: $614.00 __. ----------- _--- ._..... ..._..-_ ---- - ------ _----- - -- ! oncretle. Floor MASTER alb -Ind M T;'.: BEDROOM (=1N' 10'-0" CLG. - Carpet - CLG. - Carpe 10' 0" 10'-0" CLG. - Carpet,- _ /!IC\j �~ 10`-0" CLG. �?o = er Floor _. Floor l , , ..� Tile Floor I'" - T � '®- ,� T US E 6N Cal Bathroom ......... ....... .... 3.0 HEADS USEDSIN 3by 10'-0 CLG.. ❑ I t: I Tile Xlizor I co da '. TN G r....:f o I ` u •� T 1`„ T- 11 -$2 5' 2nd® I -102 11�-62 ,......_ 11 LCGN ; •.. 2 I 1 8' 21„ Bath I �; -2 / ... {i- I £ 0" CLG. 1 f d`�� s Tii�-F�l a at LA w (�j I J�cn _ TIN__ _ 7,_„ r- _Ta1 {'v ; < 5tFT. t� 5 Closet 7 -0 CO ' abin I �..loset... rl.............................. ........................ HEADS USED l;.. Of !} g fl �4' l• �%� r fie." a, i '�%T•" 3C./. s !, 4tk" �+. � � -<. 11 12'-112„ L. f% 7'-O'" '-82„ 0 -11 j g,_32,� � , <�d¢ 10'-0" CLG. I �, 4 Tile Floor it 1.. 101 =N�� 2. _ b I TWO-CAk r o Cl) 9'-0" CLG. - Con rete Floor 4.9 HEADS SED 7 11! { f 4 j i- 2 �-- co L _ � T Y 3 6 •`-9-' 14'-0"o 14'-0" I 1 � I 9'-52„ .. 5 1' � �.._. 2 3.0 HEADS USED 6 LIVING 10'-O" G. -Tile {� �r 3.0 HEADS USED (`I I i� I I.-- I La n gi C INDINING�� 3 10'-0" CLG.-.'- Tile Floor I it I I Tile br NN 33 {`xr..........Aft I I - • x MW I I - 3.0 HEADS USED KITCHEN , 10'-0" CLG. - Tile Floor I' ' ti• -•••••1' NEPA 13D 2016 EIRE SPRINKLER SYSTEMS GENERAL NOTES 1. SCOPE OF WORK: DESIGN AND INSTALLATION OF AN AUTOMATIC FIRE SPRINKLER SYSTEM FOR SINGLE OR TWO FAMILY DWELLING 2. BUILDING INFORMATION: OCCUPANCY CLASSIFICATION RESIDENTIAL CONSTRUCTION TYPE R-1 BUILDING AREA 2550 SQ.F.T CEILING: 1) SMOOTH, FLAT, HORIZONTAL, UNOBSTRUCTED 3. FIRE SPRINKLER DESIGN CRITERIA HEAD SPACING: SPECIFY: 14 FT. x 14 FT. WITH A FLOW OF 10 G.P.M. AT A PRESSURE OF 11.0 P.S.I. (20' X 20' PROOF) ATTACHED GARAGES SHALL BE PROTECTED WITH LISTED QUICK RESPONSE SPRINKLERS SPACED BASED ON SPECIFICATION. HEADS ARE NOT REQUIRED TO BE CALCULATED IF THE LINES ARE SUPPLIED BY THE LARGEST PIPING AVAILABLE IN THE SYSTEM. FIRE SPRINKLERS: PIPING: (SPECIFY TYPE) UNDERGROUND SUPPLY PVC; RISER PIPING: 1 CPVC OVERHEAD CONCEALED PIPING: 1 "CPVC OR, AS NOTED OVERHEAD EXPOSED PIPING: NA 4. THE SYSTEM SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH N.F.P.A. #13D, CURRENT EDITION AND AMENDMENTS AS ADOPTED BY THE LOCAL JURIDICTION. 5. DESIGNER HAS PROVIDED ALL ARCHITECTURAL DETAILS SUCH AS SOFFITS, BEAMS, LINTELS AND POSSIBLE OBSTRUTIONS SUCH AS CEILING FANS OR FIXTURES AND ALL HEAT SOURCES WHICH MAY IMPACT THE SYSTEM DESIGN. SPRINKLERS: 6. ONLY NEW, LISTED FIRE SPRINKLERS SHALL BE INSTALLED IN THIS SYSTEM. 7. THE ATTIC SHALL BE PROTECTED WITH A MINIMUM OF AT LEAST ONE INTERMEDIATE TEMPERATURE QUICK RESPONSE SPRINKLER. THE HEAD(S) SHALL BE LOCATED TO PROTECT PENETRATIONS INTO THE ATTIC SUCH AS ATTIC SCUTTLES, MECHANICAL EQUIPMENT LOCATED IN THE ATTIC, PENETRATING INTO THE ATTIC OR SHARING A COMMON ATMOSPHERE WITH THE ATTIC. THIS MAY ALSO APPLY TO LARGER CRAWL SPACES. PIPING AND EQUIPMENT: 8. ALL PIPING SHALL BE PROVIDED WITH HANGERS AND SHALL BE SUPPORTED PER CODE AND MANUFACTURER'S SPECIFICATIONS. 9. ALL CPVC PIPING SHALL BE INSTALLED BY PERSONS WHO HAVE BEEN CERTIFIED BY THE MANUFACURER FOR THE INSTALLATION OF CPVC PIPING. 10. ALL PRIMERS AND GLUES SHALL BE LISTED AND APPROVED FOR USE WITH CPVC PIPING IN SYSTEMS USING CPVC PIPE. 11. AT LEAST ONE WATER PRESSURE GAUGE SHALL BE INSTALLED ON THE RISER ASSEMBLY. 12. ONLY LISTED AND/ OR APPROVED DEVICES SHALL BE INSTALLED IN THIS SYSTEM. SHOULD SPRINKLERS OR DEVICES BE REQUESTED TO BE INSTALLED IN A MANNER WHICH IS NOT IN COMPLIANCE WITH THE MANUFACTURER'S SPECIFICATIONS, THE WET STAMP OF A REGISTERED PROFESSIONAL ENGINEER CERTIFYING COMPLIANCE WITH THE DESIGN CRITERIA AS SET FORTH BY N.F.P.A. 13D SHALL BE PLACED ON THE PLANS. 13. ALL VALVES SHALL HAVE PERMANENTLY AFFIXED SIGNS WHICH DESIGNATE THIER FUNCTION. 14. NOTCHING, DRILLING OR OTHERWISE PENETRATING STRUCTURAL MEMBERS IS A METHOD OF COCEALING FIRE SPRINKLER PIPING. FIRE AUTHORITY DOES NOT RECOMMEND THIS PRACTICE IN FIRE SPRINKLER INSTALLATION. SHOULD THE DESIGNER WISH TO SPECIFY THE PENETRATION OF ANY STRUCTURAL MEMBERS, A STAMP FROM THE APPROPRIATE STRUCTURAL ENGINEER, CERTIFYING COMPLIANCE SHALL BE PLACED ON THE PLANS. 15. THE INSPECTORS TEST VALVE SHOULD BE REMOTE FROM SYSTEM RISER. WHEN TEST VALVE IS NOT REMOTE, IT SHALL BE PLACED ON THE RISER, IT MAY BE COMBINED WITH THE MAIN DRAIN VALVE, PROVIDED IT IS DOWN STREAM OF THE FLOW SWITCH. CALCULATIONS: 16. A MINIMUM OF 5 GPM DOMESTIC DEMAND SHALL BE ADDED TO THE CALCULATIONS AT THE POINT OF CONNECTION TO THE COMMON SUPPLY PIPING. 17. A 10% SAFETY FACTOR FROM STATIC PRESSURE SHALL BE INCLUDE IN ALL CALCULATIONS. 18. CALCULATIONS SHALL BE BASED ON CURRENT WATER SUPPLY TEST INFORMATION. 19. TWO -HEAD HYDRALIC CALCULATIONS ARE REQUIRED TO BE SUBMITTED WITH INSTALLATION DRAWINGS FOR REVIEW. FOUR HEAD CALCULATIONS MAY BE REQUIRED ON LARGE OR COMPLEX SYSTEMS. TESTING: 20. ONE SET OF SPRINKLER PLANS APPROVED BY THE FIRE AUTHORITY SHALL BE AT THE JOB SITE AT ALL TIMES. 21. SYSTEM SHOULD BE HYDROSTATICALLY TESTED AT A MINIMUM OF STREET PRESSURE, : IN ACCORDANCE WITH NEPA #13D. 22. APPROVING FIRE AUTHORITY INSPECTION REQUIRED AT BOTH ROUGH AND FINAL; PRIOR TO OCCUPANCY BEING GRANTED. PLEASE SCHEDULE ALL INSPECTIONS TWO DAYS IN ADVANCE WITH THE FIRE PREVENTION OFFICE. N" TOTAL TO SOLicf-, i PVC UNDERGROUND w w A 4 RESIDENCE A, 'DA MADERA SCALE: 11/4"=V-0" HANGER NOTES: 1. ALL MATERIALS USED FOR HANGING ARE TO BE U.L./F.M. LISTED AS MANUFACTURED BY TOLCO (OR EQUAL) I2. HANGER SPACING NOT TO EXCEED THE FOLLOWING; pipe size maximum spacing between hangers i 3/4„ 5'-6„ 1 1/4" 6'-6" 1 1/2" 7'-0" 3. FASTENERS TO BE #12x1" SLOTTED HEX SCREWS j FLOW TEST INFORMATION DATE OF TEST: 11-1-2016 STATIC PSI: 83.1 PSI RESIDUAL PSI: 54.7 PSI FLOWIN GPM: 26.0 GPM PITOT READING: NA FLOW @ 20 PSI: NA 1" APPROVED TYPE CHECK VALVE 1" TO SPRINKLERS GUAGE CV1 CV2 DRAIN CPVC IN PROTECTED AREA GRADE 1" TO DOMESTIC WATER AND 'HOSE BIB DOMESTIC WATER SHUT-OFF EXISTING 1" COPPER LINE HOUSE SHUT-OFF BO FIRE TYPICAL R I S E R D E T A I L HARDENED HEX HEAD SELF THREADING SCREW IS FURNISHED WITH THE HANGER AND IS THE MINIMUM FASTENER SIZE ACCEPTABLE CPVC DOUBLE FASTENER STRAP TYPE HANGER GARDENED HEX HEAD SELF THREADING SCREW S FURNISHED WITH THE HANGER AND IS THE MINIMUM FASTENER SIZE ACCEPTABLE CPVC SINGLE FASTENER STRAP TYPE HANGER HYDRAULIC SYSTEM This building is protected by a Hydraulically Designed Automatic Sprinkler System. Date Installed 5 25 17 m7m DAY YFIR Location 54545AVENIDAMADERO No. of Sprinklers 1/2 Basis of Design 1. Density .05 WMR 2. Designed area of discharge 400/392 System Design 1: Water flow rate 20.0/20.0 2. Residual Pressure at the 23.8/18,7 base of the riser Installed by C.F.B.FIRE SPRINKLER DESIGN Q UC\2 W f UI,'- 0 C\2 LU z LU 1� Uj APPROVIFALS s (nF-- 0 <� Uj w a- Eff o jwx0'w cnwwLn w � UJ -J =of- ��j �Z771- ;00� L0� a I za_woww>V)0Z0T: Riverside County Fire Department CiAce of ire Marshall I-� Q w = l'-� By. C) p O Id nesinger 0 Z 0 O ,res The approval of planss and specifications does not w Z �,Y permit the violation, deletion, omission or faulty Z installation of any requirements of Title 24 or any O 0 w Local ordinances. Construction shall remain I (n [If H m accessible and exposed for inspection purposes untilI Z p0 U) approved by the ire Department. wl`�0<(n w U o = Z ZZ J U) 3::Q 0 Q 5 w M cr (if LLj awe-���� j 0 M 0 ww Q 0 PROJECT NO.: mw w .DATE; 5J25J2017 Z w wz a 0 0 I 0 m O TJ � w DRAV1'd BY: B. BAILLIw A' 0 � ZZ z 0 Z ~ CHECKED BY: C. BROWN I Q 0 LS 1/4° = V-0" I < M -i � 0 ~ O SCALE: OR AS NOTED w O 0 0 0 Q I----------------------------------------------------------------------------------- -----V) - of Z I 0 � o SHEET NUMBER: >-QOCyZ Z SHEET: 1 OF 1 - --- - - -- - T _ � oWN p C) -- q\ co C-16 0 4 499210, �O O c�L I L Z IV) -,I- �0 ' v,1 It ?.. 11 a U.J Uj , U, U Uj � � w N O a' I� H '"` 4 (-)0.)- a) Cys • • tj � L'`7 Cid I-- LLI d' N U.�or-N QDWZLO cO cr- LLi jX ?0U=¢ N :t LL. Q. L� Uz • LO u� �CKcr0 a. Z Y : O t0 rri d ai Lo `inn � . W. 0 11 0- 0- 0 W(nU) W Y m W 92 a a, b C a J m U Ll Q UC\2 W f UI,'- 0 C\2 LU z LU 1� Uj APPROVIFALS s (nF-- 0 <� Uj w a- Eff o jwx0'w cnwwLn w � UJ -J =of- ��j �Z771- ;00� L0� a I za_woww>V)0Z0T: Riverside County Fire Department CiAce of ire Marshall I-� Q w = l'-� By. C) p O Id nesinger 0 Z 0 O ,res The approval of planss and specifications does not w Z �,Y permit the violation, deletion, omission or faulty Z installation of any requirements of Title 24 or any O 0 w Local ordinances. Construction shall remain I (n [If H m accessible and exposed for inspection purposes untilI Z p0 U) approved by the ire Department. wl`�0<(n w U o = Z ZZ J U) 3::Q 0 Q 5 w M cr (if LLj awe-���� j 0 M 0 ww Q 0 PROJECT NO.: mw w .DATE; 5J25J2017 Z w wz a 0 0 I 0 m O TJ � w DRAV1'd BY: B. BAILLIw A' 0 � ZZ z 0 Z ~ CHECKED BY: C. BROWN I Q 0 LS 1/4° = V-0" I < M -i � 0 ~ O SCALE: OR AS NOTED w O 0 0 0 Q I----------------------------------------------------------------------------------- -----V) - of Z I 0 � o SHEET NUMBER: >-QOCyZ Z SHEET: 1 OF 1 - --- - - -- - T _ � oWN p C) -- q\ co C-16 4 499210, �O GT10'�\ c�L I FOR���, ' v,1 Q4 , � - N O a' < '"` 4 (-)0.)- a) Cys • • � L'`7 Cid I-- LLI d' N U.�or-N QDWZLO cO cr- LLi jX ?0U=¢ N :t LL. Q UC\2 W f UI,'- 0 C\2 LU z LU 1� Uj APPROVIFALS s (nF-- 0 <� Uj w a- Eff o jwx0'w cnwwLn w � UJ -J =of- ��j �Z771- ;00� L0� a I za_woww>V)0Z0T: Riverside County Fire Department CiAce of ire Marshall I-� Q w = l'-� By. C) p O Id nesinger 0 Z 0 O ,res The approval of planss and specifications does not w Z �,Y permit the violation, deletion, omission or faulty Z installation of any requirements of Title 24 or any O 0 w Local ordinances. Construction shall remain I (n [If H m accessible and exposed for inspection purposes untilI Z p0 U) approved by the ire Department. wl`�0<(n w U o = Z ZZ J U) 3::Q 0 Q 5 w M cr (if LLj awe-���� j 0 M 0 ww Q 0 PROJECT NO.: mw w .DATE; 5J25J2017 Z w wz a 0 0 I 0 m O TJ � w DRAV1'd BY: B. BAILLIw A' 0 � ZZ z 0 Z ~ CHECKED BY: C. BROWN I Q 0 LS 1/4° = V-0" I < M -i � 0 ~ O SCALE: OR AS NOTED w O 0 0 0 Q I----------------------------------------------------------------------------------- -----V) - of Z I 0 � o SHEET NUMBER: >-QOCyZ Z SHEET: 1 OF 1 - --- - - -- - T _ -- N RECEDE j D �Aj. �� 4.. { +,, y - '� N�, ; ' ,�l�esrldenth Connection�Ciiarke Estimate ,�r ,}�-' JUN w,�tt w ZI- yn.+Sl } i.?' r _. _r j•i' ^')t ,b...Ar•s:.., . Z?..:. ..7i2£l .' •�• ,�::.•t4�t1 • �.7''nK �.,lf§K:t{ +• xY -' ate: Novetnber�l,016 - CITY Oi= LA QUINTA . 'Customer Name =w � hS t((eyillLStakerm� Phone No f `'` pp ��JjNN1IY7y ppEVELOPMENT s fy (805) 482 Z282 . Parcel No.r 06 06 §E` F Geor i Address: 54'S45 Avenida IV)ader' o,0 Quintal _ LID: 32 "= Block No 'T °<- ,eY' �C ;%'.x Lot aM dF k No. . r3s, {K,�<Size of tot S ft Tract No SANTA C- R ELITA Type of Service: R-1: Duplex: ` E• " Triple' x: Apts: SWSC.', •. Acres SWSC '� ;"0"13 �'' }•' u �;u, r r $12,228:Q0A;„ WSBFC: SCC:r$�34 z;� y4`851':00 s 4 Treatment $2,436/edu S 4 -Collection:2,4 [ du. Meter. "}*:' i •, �4r} it�� �`n �' `K t t F:;;.%; ,r 1J/e Meter Size 3/4' . �inch�.-�.. Meter surcharge:$ik �l rrs;£y� sTae'�,i�r :*sx c b«sn�n x A� Service Size '", w,• Service:;; Meter & Service: Q OQr`` Abandon: Backflow:1'$41 A,.� Other: 'r`$.k ` �7 f-q',J.'�t-}S+,.a' " " a �. � � � , � �:Dwg. No. 14724 a 1 Srvc exists. Dwg. No. a 4 lat exists. Sewer Lateral-$ 3rK��t p`� Yet f Santa Carmelita was part of a Capital Improvement Program, " the services were installed, but requires to be paid for when a Total: $ 130746,34 customer requests ameter. PZ 16.7SS4 . .Y r s � y�, a i ' r , Technician :Ruben MO tie a .�fy� r`' �e"�✓Yau m a?� SR', k v f y Informat(on , )i Y� i pp ed ByCustomer r :,,,r ,fi �;F CVWDSystem Data Domestic Water Demand* ice Conn coon'* Max. Flow Mf' �x'*153 prom x , Oat}����� t' , , A 8p, F� Max. Flow* 1 eYTT P' St ( tYfi QPin Min. Pressure ..:2 Y YS�> n aaff 1 'r✓. s;` a �rr� r p51 Inlet Pressuref 83 1t •pS . Fire Sprinkler Demand* Outlet Pre s, ssure .x5, Max. Flow Min. Pressure !g 'yi h ;kt30; c s Sr J.: e.PSi� Meter Size �n t ,z„ of zinc SystemTvpe: ServiceSlze}+^ ra�dt 1�A M F �� ..3� Multi Stand Alone 1 Prior to Pressure Reeulatinx Valve �� For Calculation Purooses- Service Connection Includes: * CVWD USES WORST CASE CONDITION Service Connection Pipe=50% Meter Stop, Meter, Check Valve & Shut Off valve Calculations: PZ= 11RLa—r Res. l_b.32 Res/Nt=�_ (�OFE-S HGL= 4A2' Property Elev.= 307' Q�PP`O Q �2 *Domestic Water Demand Residual Pressure 811 PSI' o . 9 * Static Water Pressure 54.7 PSI. ' � _ � . Ap oved b �OR CIVIL CWFOP The meter sizing is for plan check purposes only. The ultimate responsibility resides with the Engineer-of•Record for the pro act. *.********This isjust a QUOTE, all fees are subject to Change cvw sssssasss (Rev. 9/15) . APPROVAL ;. Riverside County Fire Department ce of the Fie Marshal BY Ronaldes nger The approval of plans and specifications does not _ permit the violation, deletion, omission or faulty, installation of any requirements of Title 24 or any - Local Ordinances. Construction shall remain accessible and exposed for inspection purposes until approved by the. Fire Department. CHARLES F. BROWN FIRE SPRINKLER DESIGN 21386 LILIUM.COURT MORENO VALLEY,CA 92557 'HYDRAULIC CALCULATION'S FOR KEVIN STAKER RES. . 554-545 AVENIDA MADERO LA QUINTA, CA. (PARCEL # 774-261-003) DRAWING NUMBER: FP-1, DATE: JUN 5, 2017 -DESIGN DATA- REMOTE'AREA NUMBER: 2 HEAD REMOTE,AREA LOCATION: MASTER BEDROOM OCCUPANCY CLASSIFICATION:'LIGHT,'RESIDENTIAL 13D DENSITY: .05 gpm/sq. ft. ' w AREA OF APPLICATION: 392 sq. ft. COVERAGE PER SPRINKLER: 196 sq.,ft. TYPE OF SPRINKLERS CALCULATED: RELIABLE Fl, OR APPROVED EQUAL NUMBER OF SPRINKLERS CALCULATED: 2 DOMESTIC DEMAND:-5.0 gpm., i TOTAL WATER REQUIRED (INCLUDING DOMESTIC): 25.0 gpm, ,FLOW AND PRESSURE (AT BASE OF RISER): 20.0 gpm @ 18.7 psi `. TYPE OF SYSTEM: RESIDENTIAL, 13D *DETAILS: RESIDENTIAL CONNECTION INFORMATION WATER SUPPLY' Source: CVWD Test Date: 11-1-16 Test By:•M.V. _ Location: SITE' ' Static: 83.1, psi Residual:-54.7 psi Flow:-26.0 gpm Source Elevation Relative to Finished Floor Level:0' ft.,� INSTALLING CONTRACTOR t Name: C.F.B. FIRE SPRINKLER DESIGN Address: 21386 LILIUM CT. MORENI. VALLEY, CA. 92557 Phone:-951-712-4959 Certification number.: NICET" 68786 III NAME OF DESIGNERr- B.B. AUTHORITY HAVING JURISDICTION: RIVERSIDE COUNTY, LA QUINTA NOTES: Calculations performed by HASS under license # 38i11950 , granted by HRS SYSTEMS, INC. (Notes continue, after pipe calculations results.) (Notes continue after pipe calculations results.) (Notes continue after pipe calculations results.)' RE CEIVED . - JUN 0 7 2017 CITY OF LA QUInITA 3 COMMUNITY DEVELOPMENT r 0 01 0 co O C7 U N a o 41 m ' a ID w m 41 a-) N ro/ ro [ O 0 y O O U LO W a O N N O1 � :3 E r' ro ro m o s4 z3 N v N a.i N ro N '1 o o O cc M S4 O 1.� X .0 U N D N J V - ar ro U � a c �+ .m O .. co -W N N w-cn N o rx w -- a m -ri y a" SPRINKLER SYSTEM,HYDRAULIC ANALYSIS Page 3 DATE: 6/5/2017 C":\HASS DATA\CORONELSTAKERTWOHDDFF.SDF JOB TITLE: NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ-D NODE PRESS. PRESS. @ PRESS. @ DEMAND_ PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 83.1 54.7 26.0 - 60.9 22.8 20.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 22.8 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS '-17.8 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 1 9:0 K= 3.00 8.7 8.8 2 9.0 - -. - - 8.8- 3 9.0 K= 3.00 8.8 8.9 4 9.0 - - - - 9.6 - - - 5 9.0 - -. - - 9.7 - - - 6 9.0 - - - -_ 9.7 - - - 7 9.0 - - - - 9.8 - - - 8 _ 9.0 - - 10.1 - - - 9 9.0 - - - - 9.6 - - - TOR" 9.0 - - - - 10.6 - - CV1 4.0 - - - 13 0- - - - CV2 4.0 - _ ,13.5 _ BOR" 0.0 HOSE STREAM 15.5 - 5.0 MTR1 0.0 - - - - 18.3 - - .- MTR2 0.0 - - - - 18.7 - - - SOURCE 0-.0 SOURCE 20.0 22.8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 6/5/2017 ,. C:\HASS DATA\CORONELSTAKERTWOHDDFF.SDF JOB TITLE: NFPA2 PIPE DATA. Pipe Tag K-fac Add Fl Add.Fl To Fit: 1 C (Pt) Frm Node E1 (ft) PT (q) Node/ Nom"ID Eq.Ln. F (Pe) Notes To Node El (ft)- PT Tot. (Q)` Disch Act ID (ft. )- T Pf/ft. (Pf) Pipe: 1 3.00 8.8 Disch 3.66 150" 8.8 2 9.0 8.8 0.0 1.000 T: 6.10 6.00 0.0 1 9.0 8.7 8.8 1.101" 9.66 0.015 0.1 Piper 2 0.0 0.0 6.25 150 8.8 3 9.0 8.8 1.3 1:000 ---- 0:00 0.0 2 9.0 8A 1.3 1.101 6.25 0.000 0.0 Pipe: 3 3.00 8.9 Disch 30.00 150 9.6 4 9.0 9.6 1.3 2 1.000".E: 2.5 8.50 0.0 3 9.0 8.8 10.2 1.101 "T: 6.0 38.50 0.020 0.8 Piper 4 0.0 10.2' 3 7.50 150 9. 7 5 9.0 9.`7 -5.0 7 1.000 T: 6.0 6.00 0.0 4 9.0 9.6 5.2 1.101 13.50 .0.006 0.1 -Pipe:-5 0.0• 5..2 4 39.50 150 9.7 " 6 9.0 9.7 -2.4 6 1.000 T: 6.0 6.00 0.0 5 9.0 9.7 2.8.' - 1.101 45.50 0.002 0.1 Pipe: 6 0.0 2.4 5 10.50 150 9.8 7 9.0 9.8 2.8 5 1.000 T: 6_0 6.00 0.0 6 9.0 9.7 5:2 1.101 16.50 0.006 0.1 Pipe: 7 0.0 5.0 4; 12.50 150 10.1 8 9.0" 10.1 5.2 6 1.000 E: 275 2.5.0 0.0 7 9.0 9.8 10.2 1.`101 15.00 0.020 6.3 Pipe: 8' 0.0 0.0 43.25 150 10.1 8 9.0 10.1 7.5 2 1.000 2E: 5.0 5.00 0.0 9 9.0 9.6- 7.5 - 1.101 48.25 0.011 0.5 Pipe: 9 0.0 - 0.0 - 62.00 150 9.6 9 9.0 9.6 7.5 1.000 T: 6,.0 6.00 0.0 2 9.0 8.8 7.51 1.101 68.00 -0.011 0.8 Pipe: 10 0.0 10.,2 3" 42.50 .150 9.8 7 9.0 9.8 -5.2 5 11.000 2E: 5.0 5.00 0.0 4 9.0 9.6 5.0 1.101 47.50 0.005 0.3 Pipe: 11 0.0 5.2 4 58.50 150 9.7 6' 9.0 9.7 -2.8- 6 .' 1.000 2E: 5.0 .° 5.00 0.0 5" 9.0 9.7 2.4 1.101 63.50. 0.061 0.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 6/5/2017 C:\HASS DATA\CORONELSTAKERTWOHDDFF.SDF JOB TITLE:. Pipe Tag K-fac Add Fl Add F1 To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. -, F (Pe) .Notes To Node El (ft) PT Tot.(Q) Disch Act ID, (ft.) T Pf/ft. (Pf) Pipe: 1`2 0.0 7.5 91 5.50 150 10.6 TOR 9.0. 10.6 10.2 7 1.000 "E:, 2.5 2.50 0.0 8 9.b 10.1 17.8 1.101 8.00 0.055 0.4 Piper 13 0.0- 0--0 5.00 150 13.0 CV1 4.0 13.0 17.8, 8', 1.000 ---- 0-00 2.2 TOR 9.0 10.6 17-81 5.00 .0.055 0:3 Pipe: 14 0.0 0.0 1.00 150 13.5 CV2 4A 13.5 17.8 TOR 1.000 C: 8-0 8.00 0.0 CV1 4.0 13.0 17.8 1.101 9-.00 0.055 0.5 Pipe: 15 0•.0 0.0 5.00 150 15.5 BOR 0.0 15.5 ,17.8, CV1 1.000.. ---- 0.00. 1.7 CV2 4.0 13.5 17.8 1.101. 5.00 0-.055 0.3 Pipe: 16 H.S. 5.0 Disch 32.00, 150 18.3 MTRl 0.0 18.3 17.8 CV2" 1.000"- ---- 0.00 0.0 BOR 0.0 15.5 22,.8 1.101 32.00 0.086 2:8 Pipe: 17 0.0 0.0 5.'00 150 18.7' MTR2 0.0 18.7 22.8 BOR 1.000 ---- 0.00 0.0 MTR1 0.0 18.3 22.8 1.101 5.00 0.086 0.4 Pipe: 1883.1 Source 0.0 15.00 150 20.0 SOURCE 0.0 20.0 22.8 MTR1 1.000 ---- 0.00 •0.0 MTR2 0.0 18.7 22.8 1.101 "15.00 0.086 1.3 NOTES (HASS): (1) Calculations were performed by the HASS 8-.6 computer program in accordance with NFPA13 (2016) under.license no. 38111950 granted by HRS.Systems, Inc. 208 Southside;Square Petersburg, TN 37149 (931) 6591-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.006 gpm: (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 7.7_ft/sec at pipe 1883.1. APPROVAL 11( 1: lr E: I V 1: U Riversi a County Fire Department =XA�_ he Flre Marshal JUN 0 7 2017 ger The approval of lans and spedficalions does not CITY OF LA QUINTA permit the violatPon, deletion, omisslon or faulty COMMUNITY (1�`4 of Title 24 or any W s I ma ® juejornt.� Residential Sprinklers for Design Density of .05 gpmAt2 Model F1 Res Sprinklers engineered for the lowest flows to meet the minimum design density of .05 gpnW Types: 1. Fi Res 30 Pendent 2. F1 Res 30 Recessed Pendent/F2 3. F1 Res 30 Recessed Pendent/FP 4. F1 Res 49 Pendent 5. F1 Res 49 Recessed Pendent/F1 6. F1 Res 49 Recessed Pendent/FP 7. F1 Res 58 Pendent 8. F1 Res 58 Recessed Pendent/F1 9. F1 Res 58 Recessed Pendent/FP 10. F1 Res 76 Pendent 11. F1 Res 76 Recessed Pendent/F1 12. F1 Res 76 Recessed Pendent/FP 13. F1 Res 30 CCP Pendent 14. F1 Res 49 CCP Pendent 15. F1 Res 58 CCP Pendent 16. F1 Res 76 CCP Pendent 17. F1 Res 44 HSW 18. F1 Res 44 Recessed HSW/F2 19. F1 Res 58 HSW 20. F1 Res 58 HSWX 21. KRes58 HSWX 22. F1 Res 58 HSW Recessed HSW/F2 23. F1 Res 44 SWC Listings & Approvals 1. Listed by Underwriters Laboratories Inc. and UL Certified for Canada (cULus) F1 Res 30, 49, 58 & 76 CCP Pendent Sprinklers for .10 Density: Refer to Bulletin 176 UL Listing Category Residential Automatic Sprinkler UL Guide Number VKKW Patents US Patent No. 6,516,893 applies to the Model F1 Res 49 & 58 Pendent Sprinklers US Patent No. 7,353,882 applies to Model F1 Res 44 &.58 HSW Sprinklers US Patent No. 7,784,555 applies to Model F1 Res 44 SWC Sprinklers Product Description Model F1 Res Pendent sprinklers (Figs. 1, 2, 3, & 4) are fast response sprinklers combining excellent durability, high sensitiv- ity glass -bulb and low profile decorative design. The F1 Res F1 Res 44 & 58 Recessed HSW/F2 F1 Res 44 SWC Horizontal Sidewalt sprinklers (Figs. 5, 6 & 7) are equally attrac- tive when above ceiling piping cannot be used. The 3mm glass -bulb pendent sprinklers permit the efficient use of residential water supplies for sprinkler coverage in residential fire protection design. The low flow F1 Res sprinklers are specially engineered for fast thermal response to meet the sensitive fire protectionapplica- tion needs of the latest residential market standards (UL 1626 Standard). Upon fire conditions, rising heat causes a sprinkler's heat -sensitive element, glass bulb or link to actuate, releasing the waterway for water flow onto the deflector, evenly distributing the discharged water to control a fire. Technical Data:. • Thermal Sensor: Soldered Element (Link) or Nominal 3mm glass -bulb • Sprinkler Frame : Brass Casting • Sprinklers' Pressure Rating : 175 psi Factory Hydrostatically Tested to 500 psi • Thread Size: 'h" NPT (R'/2) • K-Factor: 3.0 (43.2) (Actual) - F1 Res 30 Pendent Sprinkler 4.9 (70.6) (Actual) - F1 Res 49 Pendent SprinWer 5.8 (83.5) (Actual) - F1 Res 58 Pendent & HSW Sprinkler 7.6 (109)(Actual) - F1 Res 76 Pendent Sprinkler 4.4 (63) (Actual) - F1 Res 44 HSW Sprinkler • Density: Minimum 0.05 gpm/ft2 Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 04* Application Model F1 Res Sprinklers are used for Residential Fire Pro- tection according to UL 1626 Standard*. For ceiling types: Smooth Flat Horizontal, or beamed, or sloped, in accordance with NFPA 1'3D, 13R, or 13 2013 editions. Be sure that orifice size, temperature rating, deflector style and sprinkler type are in accordance with the latest published standards of The Na- tional Fire Protection Association or the approving authority having jurisdiction. Installation Models F1 Res sprinklers are to be installed as shown. Model F1, F2 and FP Escutcheons, illustrated herewith, are Escutcheon;, F1 or F2, Data: the only recessed escutcheons to be used with Model F1 Res sprinklers. Use of any other recessed escutcheon will void all approvals and warranties. For installing Model F1 Res Pen- dent sprinklers use only the Model D sprinkler Wrench; for installing Models F1 Res Recessed Pendent, CCP & SWC sprinklers use only the Model GFR2 sprinkler wrench; for in- stalling Model F1 Res Recessed HSW sprinklers use only the Model GFR2 Sprinkler Wrench. Use of wrenches other than those specified may damage these sprinklers. Install F1 Res 44 with a ceiling to deflector distance of 4" - 12". Row arrow on deflector must point away from near wall and 'Top" mark- ing must face ceiling: Type Adjustment Inch (mm) "A" Inch (mm) Face -of fitting to ceiling Inch (mm) B.. Deflector Distance below bottom of beam Inch mm F1 3/4 (19.0) Min. Recessed = 15/a (41.3) 3/e (9.5) 13/4 (44.4) Max. Recessed = T/e 22.2 11/e 28.6 1(25.4) F2 1/2(12 7) Min. Recessed =15/a (41.3) 3/s (9.5) 13/4 (44.4) Max. Recessed =1'/e 28.6 T/e 22.2 1 % 31.7 11LO.c: Cscutcneons r I or rz may-oe useo wan Mooel H Res 49, 58 & 76 Recessed Pendent Sprinkler • Model F1 Res 30 Recessed Pendent / F2 nt Mod TURN COLLAR UNTIL TIGHT AGAINST SPRINKLER &WENCH BOSS. Vim; Aa/USTM£NT 133rWJ n 1-1 ties 4% 58 & 76 Recessed Peni r i escutcneon, °/a - (19mm) 1/9' HOLE D1A f [57.2mm] =1 r Fig, 1 Technical Data: F1 Res 30 Pendent and Recessed Pendent (SIN R35111 1 X 112' REDUCER Fig. 2 A' 19' lent / F1 'ACE OF F/TTING TO C£IUNG DIMENSID& 3/8' 1 1/8' (F1 ESCUTCHEON) J/8'-7/8' e- ESCUTCHEON) Thread Nominal Orifice Max. Pressure Sprinkler Temp. Rating Max. Ambient Temp- Actual K I Sprinkler Length •F -C •F -C Size Inch mm i bar Factor Inch mm 1/2RNPT 21/rA" (8.2) 175 (12) 155 68 175 79 100 38 3.0 (43.2) 2.25 (57) . Max. Ordinary Temp. Rating Intermediate Temp. Rating Max. Coverage area Spacing 1551F/6800 175•F/79°C Top of Deflector to Ceiling Minimum Ft x Ft (m x m) Ft (m) Flow Pressure Flow Pressure Inch (mm) Spacing Spa g GPM Vmin PSI bar GPM L/Imin PSI bar Ft 12 x 12 (3,6 x 3,6) 12(3,6) 8(30,3) 7.0 (0,48) 8(30,3) 7.0 (0,48) Smooth Ceilings 11/4 to 4(31.7 to 102) using F2 escutcheon. Beamed Ceilings. per NFPA 13D, 13R or 13 installed in beams 11/4 to 13/ 31.7 to 44.4 usingF2 escutcheon 8(2,4) 14 x 14 (4,3 x 4,3) 14(4,3) 10 (37,8) 11 (0,76) 10 (37,8) 11 (0,76) 16 x 16 (4,9 x 4,9) i6 (4,9) 13 (49) 18.8 (1,3) 13 (49) 18.8 (1 3) rut %,mmy types refer to n4r-t-A io, l:im or i3u 2. Technical Data: F1 Res 49 Pendent and Recessed Pendent (SIN R3516) Thread Nominal Orifice Max. Sprinkler Max. Actual Sprinkler Size Inch (mm) Pressure Tem . atin Ambient emp. K Length OF °C OF °C psi bar Factor Inch mm 1/2" NPT R'h 7/16" (11) 175 (12) 155 175 1 68 79 100 150 1 38 66 4.9 (70.6) 2.25 (57) Max. Coverage area Max. Sparing Ordinary Temp. Rating 1551FJWC Intermediate Temp. Rating 175°F/79°C Top of Deflector Minimum R x R (m x m) Ft (m) to Ceiling Spacing Flow Pressure Flow Pressure GPM Umin PSI GPM U rnin PSI bar Inch (mm) Ft (m) 12 x 12 (3,6 x 3,6) 12(3.6) 13 (49) 7,0 (0,48) 13 (49) 7.0 (0,48) Smooth Ceilings 11/4 to 4 (31.7 to 102) using F2 escutcheon. 14 x 14 (4,3 x 4,3) 14 (4,3) 13 (49) 7.0 (0,48) : 13 (49) 7.0 (0,48) 1 to 4 (25.4 to 102) using F1 escutcheon. 16 x 16 (4,9 x 4,9) 16(4,9) 13 (49) 7.0 (0,48) 13 (49) 7.0 (0,48) Beamed Ceilings per NFPA 13D, 13R or 13 installed in 8(2,4) 18 x 18 (5,5 x 5,5) 18(5,5) 17 (64,3) 12 (0,83) 17 (64,3) 12 (0,83) beams 11/4 to 13/4 (31.7 to 44.4) using F2 escutcheon, 1 20 x 20 (6,1 x 6,1) 20(6.1) 20 (75,7) 16.7 (1,14) 20 (75,7) 16,7 (1,14) to 13/4 (25.4 to 44.4) using F1 escutcheon ror cemng types refer to NFPA 13. 13R or 13D Max. Coverage area Max. Spacing Ordinary Temp. Rating 155°F/68°C Intermediate Temp. Rating 175°F/79°C Top of Deflector Minimum Ft x Ft (m x m) Ft (m) to Ceiling Spacing Flow Pressure Flow Pressure GPM Umin PSI r GPM L/min PSI bar Inch (mm) Ft (m) 12 x 12 (3,6 x 3,6) 12(3,6) 15 (57) 9.4 (0,65) 15 (57) 9.4 (0,65) Smooth Ceilings 4 to 8 (100 to 203) using F2 escutcheon. 14 x 14 (4,3 x 4,3) 14(4.3) 16 (60,5) 10.6 (0,73) 16 (60,5) 10.6 (0,73) 4 to 8 (100 to 203) using F1 escutcheon. . Beamed Ceilings per NFPA 131), 13R or 13 installed in beams 4Y4 to 8 (108 to 203) using F2 escutcheon, 4 to 8 (100 to 203) using F1 escutcheon 8(2.4) 16 x 16 (4,9 x 4,9) 16(4,9) 17 (64,3) 12.0 (0,83) 17 (64,3) 12.0 (0,83) 18 x 18 (5,5 x 5,5) 18(5,5) 19 (72) 15.0 (1,0) 19 (72) 15.0 (1,0) 20 x 20 (6,1 x 6,1) 20(6,1) 22 (83,2) 20.2 (1,4) 22 (83,2) 20.2 (1,4) Technical Data: F1 Res 58 Pendent and Recessed Pendent (SIN R3513) Thread Nominal Orifice Max. Sprinkler Max. Actual Sprinkler Size Inch (mm) Pressure Temm Rating Ambient Temp. K Factor Length OF °C OF °C psi bar Inch mm 1/2" NPT R'/z Yz" (13} 175 12 ( } 155 175 68 79 .100 • 150 38 66 5.8 (83.5) 2.25 (57) Max. Coverage area Max. Sparing Ordinary Temp. Rating 1550F/680C Intermediate Temp. Rating 175°F/790C Top at Deflector Minimum Ft x R (m x m) Ft (m) to Ceiling Sparing Spacing Flow Pressure Flow Pressure GPM In PSI GPM L/min PSI bar Inch (mm) Ft 12 x 12 (3,6 x 3,6) 12(3,6) .16(61) -, 7.6 (0,53) 16 (61) 7.6 (0,53) Smooth Ceilings 11/4 to 4 (31.7 to 102) using F2 escutcheon. 1 to 4 (25.4 to 102) using F1 escutcheon. Beamed Ceilings per NFPA 131), 13R or 13 installed in beams 1%to 13/4 (31.7 to 44.4) using F2 escutcheon, 1 to 13A (25.4 to 44.4) using F1 escutcheon 8(2,4) 14 x 14 (4,3 x 4,3) 14(4,3) 16 (61) 7.6 (0,53) 16 (61) 7.6 (0,53) 16 x 16 (4,9 x 4,9) 16(4,9) 16 (61) 7.6 (0,53) 16 (61) 7.6 (0,53) 18 x 18 (5,5 x 5,5) 18(5,5) 19 (72) 10.8 (0,75) 19 (72) 10.8 (0,75) 20 x 20 (6,1 x 6,1) 20(6.1) 22 (83,3) 14.4 (1,0) 22 (83,3) 14.4 0,0) ror ceiling types refer to NFPA 13, 13R or 130 3. &A1 GL. Ofret607 Al Anil(, (-If' QUICK. RESPONSE A P � . AUTOMATIC SPRINKLERS _ M040! j.. a GL SEXES -UPRIGHT6 PENDENT -gym � FIRE � I r VERTICAL SIDEWALc. =,r f r HORIZONTAL SIDEWALK' . , . t NVENTIONAL (DLD STL,E), DESCRiPTiONAND OPERATION J � The Globe Quick Response GL Series Sprinkters area low profile k f H �4. yet durable design which utilizes a 3mm frangible glass ampule as they, therinosensitive element. This! provides sprinkler operation approxi- mately six times faster than ordinary: sprinklers. White the Quick _ Response Sprinkler provides an aesthetically pleasing appearance. it' - can be installed wherever standard spray sprinklers are specified when F.1 allowed by the applicable standards. it offers the additional feature of greatly increased safebj to life and is available in various styles, orifices, temperature ratings and finishes to meet many varying design require-{ ments. Quick ResponseSpriniders should be used advisedly and under ` the of approving authorities having tunsdichorr. , QUICK a�� ��rl sE The heart of Globes GL- Series sprinlder proven actuating. UPRIGHT r CONVENTIONAL assembly is a henneticaltysealed frangible glass ampule that contains , . a precisely measured aimount of fluid. When heat is absorbed, the liquid K Within the bulb expands- increasing the internal . pressure. ` At the prescribed temperatureth6 internal pressurewithin the ampule exceeds, ^' the strength of the glass causing the glass to shatter_. This results in a s water discharge which is distri' . uted in an approved patter depending Y ".upon the de#%ctor style used. : - < 3! rr" m • r t The sprinkler and escutcheon are not factoryassemb. led : As- . . ;. sembly is done in the field .:TECt/NICAL,DATA �` , F = � ' �� �b QUICK RESPC fh"' " PENDENT VERTICAL-_ �.o See reverse side for Approvals and Specifica&ns f StDEWALL oTemperature Ratings -135OF (57'C),3155*F,(68*C),175*F 200OF (93.00), 286*17 ('141 6 Water Woridng Pressure Rating -175 psi ('12 Bars) ' a Factory tested hydrostaticallylo'500 psi (34 Bars) Mwdmum low temperature glass bulb rating is -67'F' (-55'C) e Frame -bronze a Deflector ='brass' o Scxew - brass':' ..• e Bulb seat copper 'n Spring'= nickel afloy -e Seal teflon <<' r Bulb-. glass with alcohol based_ solution, 3mm size QUICK RESPONSE s� HORIZONTAL SIDEWALL ;* ® SPRFMX LER TEMPERATURE RA77MIG(CLASSIRCA77ON and COLOR CODING CLAsswcAmoN "ARABLE SPRINKLER BULB N.F.PA. �IAXHIAUi l TEMPERATURES COLOR C€ILING TE IPERIWRE C=N4AW ORAN6EtRED ;:. III ERME©tATE - OiNlCiEE — u 4 w -4077AffFffiKDRWSTMl3I8H,MICHIM4M :~ F 989464= e FAX989-846-9M1 ' - DECEMBER 2006 '` ,, z . , r' 4. < < 4, .. X2D • ` , BULLET7N GLSS'l5, REV. #6 QUICK'RESPONSE AUTOMATIC SPRINKLERS L SERIES PRIGHTo PENDENT & VERTICAL SIDEWALL HoRfZONTAL SIOEALL ® CONVENTIONAL (OLD STYLE) SpEctFtcmiomS NOMML W FACTOR THREAD SIZE LENGTH' FINISHES 2.8 (39 metric) 1w NPT 211V (5.7 Cm) Fairy Brorm 42 (59 metric) 1W NPT 21/46 (5.7 cm) Satin Chrome a Brigid Chror� (80 metric} Ia- NPT 2114" (5.7 cm) vv%te Polyester 7.8 (111 metric) 1P2" NPT 2114r (5.7 Cm) BIM* Polyester 3 8.1 (116 metric) 314s NPT 2 7116" (62 cm) Lead Coated Z NOTE: METRIC CONVERSIONS ARE APPROXIMATE ' HORIZONTAL SIDEWALL IS 2 9116. 2 FINISHESAVAILABLE ON SPECIALORDE t 3 AVAILA8LEAS cULus LISTED CORROSION APPROVALS RESISTANT WHEN SPECIFIED ON ORDER. Sim K 13s F 15" 175"F 200OF 286°F cULus 04. LPC CE NYC - DOB STYLE MODEL FACTOR 57°C WC 79°C 93V 1410C MEA101-92-E GL2815 2.8 X X X X X X — — — X GL4215 42 X X X X X X — — — X Ups 56 X X X X X X X X GL8115 7V X X X X X X X — — X GL8118 8.1 X X X X X X X X X X GL2801 28 X X X X X X — — — X GL42UI 42 X X X X X X — — — X PENDENT 5.6 X X X X X X X X GL560 GL8101 7.8` X X X X X X — — X GL8166 8_i X X X X X X X X X X VERnCAL, GL5532 ' 5.6 X X X X X X X — — — SIDEWALLt GL8133 8.1 X X I X X X X — — — — GL.2826 2-8 X X X X X X — — — X HORZONTAL GL4226 42 X X X X X X — — — X S®EWAU-§ GL5626 56 X X X X X X X — — X GL8127 &I X X X X X X — — — -- CON/ENNnON L GL5624 IGL81251 5.6 X X X X X — — X X — (OLD STYLE) 8.1 • X X X X X — — X X — 9 HOf i rim siDEWALLcuLUs uSTED FORE "R E I 4' TO 92r BELOWI'HE CEDING, F#A APPRdV�D 4' TO G. t VE nCALSIDEWALL�cuomm t euLus LWM FORLIGWHA7ARDONLY. PENDENT VER71CAL SIDPWALL cULus LISTED FOR B WN. SPACING. UPRIGHT VERTICAL $IDEWALL cULus LISTED FOR VMK SPACING. ORDERING fNFORMATION' �"� NPr_ SPECIFYGLOBES PRODUCT WARRANTY Quarw a Model Number & Style Orifice o Thread Sizes • Temperature • Finishes desired Quantity . Wrenches - P/N 325M (Iff% P/N 312366 (1-0.) . Globe agrees to repair or replace any of its own manufactured products found to be defective in mate- rial or workmanship for a period of one year from date of shipment. For specific details of our warranty please refer tD Price UsiTerms and Conditions of Sale (Our Price List 4077 AIRPARK DRIVE, STANDISK WCHIGAN 48658 ie.111115041t, t FAX 9894M6-9231 www gW=pdnider c om I— DECEMBER 2006 PRINTED U.SA BULLETIN GL.5615, REV. #6 for Residential Fire Protection TOLCO Fig 22-Hangerfor CPVC Mastic Pile Single fastener Stmp7ype TOLCO Fig. 24-Ramer fro CPVC Plastic Pipe Double Fastener StropType-Side Mount TOM Fig. 29- Shand -Off' Hanger &Rest amer fo MC Plastic Pie t TOLCO Fig. 23-Hanger for CPVC Mastic Pile Doable Fastener Strap Type WME TOLCO Fig 29-Double Offset Hanger& Restrainer for CPVC Plastic Pipe 70LCGIRg.28M-CPVC Hangetand Restraim forOPw¢ "Pipe c ' Note: To view TOLCO's entire fire protection hanger & shut offering, visit www.nibco.com. N1BCO WG WDBID HEAODUAHFM • 1616 MIDDU3RM SC • MAHE IN 46M&C40 • USA • Pit 1:860.23 OM TECH SUMMS Pit 1MR446..4226 0 rAX' I AUX4226 . 6QiEANAT MM Dim PH: +1/574 • FAX- +1/G42953465 www.M'bco co n OR rj�.LWAL FW FIRE SPRINKLER SYS WS ' Building Sobs BlazeMasterO Fire Sp .er Systems Sample j5pee3nCanons @ United States and Canada* PART 1- GENIUML LO PRODUCT DESCRWHON Blazemwter®. CPVC fire sprinkler pipe and fittings are extruded1molded from CPVC compounds manufactured by Lubrizol Advanced Materials. The pipe and fitting compounds shall meet cell class 23M7 and 24447, respectively, as defined by ASTM D1784, and shall be certified by NSF Intemationai for use with potable water. Both pipe and fitting compounds shall be pressure rated by Plastics pipe Institute (PPI). 1.1 PIPE AND FITTINGS A. Pipe shall meet or exceed the requirements of ASTM F442 in standard dimension ratio (SDR) I3.5. B. Fittings shall meet or exceed the requirements of ASTM F437 (schedule 80 threaded), ASTM F438 (schedule 40 socket) and ASTM F439 (sduxhdo 80 socket). C. Both pipe and fzttn' gs shall be Listed by Underwriters Laboratories for use in wet automatic fire sprinkler systems and shall bear the logo of the Listing Agency. See UL Fire Protection Equipment Directory, categories VIWT and I3FYIL D. Ancillary products coming into contact with pipe and fittings must be chemically compatible as determined by CPVC.pipe and fittings mane or compound manufacturer, and thus Listed on pipe, fittings or compound manufacturer's chemical compatibility program (Le- FGG/BM/CZTm System Compatible Program). L2 SOLVENT CEMM A. All socket type joints shall be made up employing solvent cements that meet or exceed the requirements of ASTM F493. The standard practice for safe handling of solvent cements shall be in accordance with ASTM F402. Solvent cement shall .be listed by NSF inwmational for use with potable water, and approved by the rtianufacturers. The solvent cements shall be compatible with their CPVC pipe and fittings. B. Follow manufachuves instructions for set and cure times for solvent cement joints. Avoid significant stresses during set and cure times. Do not apply any stress that will disturb an u n dried joint.'Sprinkler fittings shall be allowed to cure in accordance with the manufacturer's guidelines and the contractor shall assure the outlets are clew of any excess cement prior to installing sprinklers. 1.3 BASIC USE CPVC pipe and fittings shall be listed byUL and also either ULC or C-UL for use in: A. Light Hazard Occupancies as defined by NFPA 13. B. Ordinary hazard moms of otherwise fight hazard odes when the room does not exceed 400 fl , per sermon 63.6.2 ofNFPA 13, 2007 Edition. C. Residential Occupancies up to flour stories in height as defined by NFPA 13R D. One and two family dwellings and manuu&du red homes as defined by NFPA 13D. E. Air handling (plea) spaces as defined by NFPA 90A. F. Underground water pressure service as defined by NFPA 24 G. maximum. design teiaperaiure/pressure rang shall not be less than 175 psi at 150°F. I-L Refer to UL and FM** (if applicable). I_ Refer to CPVC pipe and fitting manirftctuers' installation inshuctions. 14 QUALITY ASSURANCE Installer tics: Contractor Training Certificates for Chlorinated polyvinyl Chloride (CPV. Q Fhe Sprinkler Systems: Fire Sprinkler Contractor must submit to the Cog.Ofiicer documentation that lists personnel assigned to this project prior to beginning construction who have successfully completed formal CPVC fire sprinkler systems training conducted by an authorized CPVC manufacturer's representative. The Contractor Training Certificates shall be specific to the . manufacturer of the pipe and finings. PersonnePs training certificates. must be current and have been updated within the pasttwo (2) years. (Note: this training does not imply compliance with any local or state contractor c rtification or licensing laws.) PART 2 — PRODUCTS 2.O MATERIAL The piping systems (pipe and fittings) shall be constructed from materials extruded/molded by manufacturers using the same compound manufacum (i.e. Blaz 4asterO CPVC compound). 2.1 MANUFACTURERS Harvel Plastics, Inc. Kuebler Rd., PO Box 757 Easton, PA 18044 Phone (610) 252-7355 FAX (610) 253-4436 IPEX, Inc. 6810 Invader Crescent Mosissauga, ON L5T 2B6 Phone (905) 670-7676 FAX (905) 670-5295 , NiBCO INC.1516 Middlebury Street mhart, iN 46516 (574) 295 3000 FAX (574) 295 3307 Tyco, Fire Suppression & Building Products 451 N., Cannon Avenue Lansdale, PA 19446 (215) 362-0700 FAX (215) 362-5385 The Viking Corporation 2iON. Industrial Park Drive liastinga, MI 49058 (269) 945 9501 FAX (269) 9454495 PART3—EXECUU0N' 3.0 SYSTEM DESIGN - systtem design shall be in accordance with standard industry practice for fire sprinkler systems and the maatnfacturear's iasnuctions. The design shall take into consideration such factors as pressure and flow friction loss, operating temperatures, support spacing, joining methods, and flmermal expansion and contraction B. The fin sprinkler pjping syst m Aall be bydtaulicoHy"calculated using a Hazen Williams C Factor of 150, and designed in accgWance with the Standard for Installation of Sprinkler Systems, NFPA 13. C. The maximum design tempmutivelpressure rating shall not exceed 175 psi at 150°F. 3.1 INSTALLATION PROCEDURES Installation practices such as pipe support spacing, bracing, allowance for thermal expansion/contction, solvent cementing and handling and storage shall be in accordance with the manufac reer. instructions and the UL Listing which includes installation limitations. 3.2 NATIONS BlazeMaster@ CPVC pipe and fittings are intended for use at, amaximum working pressure of 175 psi at 150-F in accordance with the;nanufaciurees instructions and appropriate listing agencies. 3.3 TECIWCAL DATA A. APPLICABLE STANDARDS a. AN,% NSF Standard 14 Plastic Piping. Components and Related Materials b ANSIINSF Standard bl Drinking Water System Components — Health Effects c_ ASTM D1784 Specification for Rigid Poly(Vmyl Chloride)(PVC) Compounds and Chlorinaited Poly(Vinyl Chloride)(CPVC) Compounds d. ASTM F402 Practice for Safe Handling of Solvent Cements, Primers and Cleaners Used for Joining Thermoplastics Pipe and Fittings e. ASTM F437 Specification for Threaded Chlorinated Poly(Vmyl Chloride) CPVC Plastic Pipe Fittings, Schedule 80 £ ASTM F438 Specification Socket Type Chlorinated Poly(Vmyl Chloride) CPVC Plastic Pipe Fittings, Schedule 40 g. ASTM F439 Specification Socket -Type Chlorinated Poly(`imyl Chloride) CPVC Plastic Pipe Fittings, Schedule 80 h. ASIM F442 Specification Chlorinated Poly ( IftYl Ch%ride) CPVC Plastic Pipe (SDR-PR) i. ASTM F493 Specification for Solvent Cements for Chlorinated. PoIy(Vmyl Chloride) CPVC Plastic Pipe and Fittings j. NFPA 13. Standard for Ihhstalla dOn of Sprinkler Systems k. NFPA 24 Installation of Private Fire Service Manis and Their. Appurtenances L NFPA 25 Standard for the Inspection,. Testing and Maintenance of Water Based Extinguishing Systems m. NFPA 13R.Standard for,Installation of Sprinklers in Residential Odes up to Four Stories in Height n, NFPA 13D Standard for Instal nation of Sprinkler Systems in One and Two Farm Dwellings o. NFPA 90A Standard for Ikon of Air Conditioning and Ventilating Systems p. UL 1887. Fne Test of Plastic Sprinkler Pipe for Flame and Smoke Characterization q. UL 1921 Outline of Proposed investigation for Thermoplastic Sprinkler Pipe and Finings for Fire Protection Service r. piping compound has a.19 1F Hydrostatic Design Basis (HDB) of 1250 psi as listed by the Plastic Pipe Institute s. Fitting compound has a 180T Hydrostatic Design Basis (HDB) of 1000 psi as listed by the Plastic Pipe Institute B. APPLICABLE CODES a. BOLA, Basic Building and Mechanical Codes b. ICC, International Building and Mechanical Codes c. ICBO, Uniform Building -and Mechanical Codes d. SBCCI, Standard Building and Mechanical Codes e. NBC, National Building Code of Canada 3.4 TESMG _ After the system is installed and any solvent cement is cured per.the manufacturer's installation instructions, the systems shall be hydrusiaticaily tested per the requirements of the applicable. NFPA Standard (NFPA 13,13R or 13D). - 3.5 RAT +' tANC Maintenance shall be in accordance with the Standard for inspection, Testing and Maintenance of Wafer Based Extinguishing Systems as defined by NFPA 25. 3.6 WARRANTY Consult the manufacturerfor specific warranty information. * Not intended to be a stand alone specification. The above specifications are to be added within your company's standard fire sprinkler systems specifications to specify the use of BhmMaster@ CPVC pipe and fittings. ** As manuhaured by Harvei, REY., NIBCO, Tyco Fire Suppression & Building Products, and The Viking Corporation August 2010 TO DOMES` i C SERVICE TO F IRE' SERVICE 7IT- CITY PRIVATE n rn 8 PROPERTY MAINTAINED),( RESPONSIBLE. :MAIN STOP METER S0X Ll N r u l 1 WATER METER CURB STOP a INATER ' SERV I CE iIIIATER SIN e •� ,R.— -wi' ." .mot. a :• Yi• 'r .. '•.- ,.t— -.> •�•.. r'7r.•'�"•., . . r• a -•.tip.•. :•:e. e• .tom a y•� • �'• ••• tr.r �. i•� .. '. � 'S .--p .p... �.. ••�. pt•:•: •. .•'- t:� yr 11 t..• •: �: ...� �L »� .,5:..,� ::�. �' �. qfc.:+ "• �•� �-- : �•� :S•.'.":- :t .t..:' `r' ' � • •-e:;.;•:,_:�..:'_t-''S�.Ga=': •'.c�y,�aprt� �t4ya.� .� �•.-�.x�•e� : i'':,•.•:.��=�cy�+:}} • . ��'r's�t�. ��'�"9iy«.`. �t _-�. t+�s•`,; ^t..•.r:c: • ....Asir: _-::`: = z. ,Y': c�y... - - • - • -- - • - ---'- •- - - • - t RecordallO Disc Meters C1�1 ' e 4r 'Model 120, Lead -Free Bronze Alloy, Size 1-1/2" (40 rr m) NSF/ANSI Standard's 61 and 372 Certified DESCRIMON The Recordall Mbde1120 OiscSerles irietei rijeetoraxceedthe most recent revision of AW WA Standard C700 free bronze alloy. The Model 1:20 rileters provisions of t4 Safe Drinking WaterAc Standards 61 and 372 (Trade•Qv4ignatio' NSP41 mark on the housing: Allkompor alloy inter (housing, measuring elernen the certified system. Applications: For use in rrieasaremento residential, commercial and iniltistrial se direction only. Operation: Water flows thioughVie met chamber where it causes tj a dis to riuta nutateson its oWn ball, guided. bya.thru! the motion of the disc to ajfollgviehModr sealed register. The foilowq`i, rr(i*iisxb The gear train reduces the discin�tatiains displayed on theyegister or encoiderfare Operating Perfdrmance: The:Recordall I registration accuracy forth°e low how.r4lE rates (100 t 1,S%), and maximum content specifically stated in AWWA Stanilard:C7d Construction: Recordall Disc nteer'eonsl ANSUAW WA standard C700, consists of th housing, measuri g chamber, and:pemiai meter is available in a lead-freebroiiie.ail spuds A corrosion -resistant engirSeered' measuring chamber. Magnetic Drive: pirect magneti dried, tt magnets, provides positive] ieliiitileand d straight -reading oi•AMR/AWil rrieter.readir Tamper -Proof Fotures:UPaulitbrized re Is Inhibited -by the option o% tarriperdeii tamper -resistant #dal scre4or the pMop screw. Each can Be installed at tfie'meter s Maintenance: Badger Meter It"daR'Us mantActuted to provide long-tehykerW When maintenance is required; it can be-p installation oratany other d-onverjientloci To simplify malnteinance, the reglster, niea be replaced without removing i(t meter. h No change gears are required fair, accuracy of parts among like-sizednretera also rhini investmentThe built-in strairierfias an effe are available In a lead- ipiy witlq the lead-free OrtifieP to NSHANSI 1-20-LL) and carry the sof the lead-free bronze als, and' on) comprise , tablecoidwaterin s where`flow is in one Vk IFICATIONS strainers nd into the measuring 1'iee disc which moves freely, peel 120 Disc Series Meter Itr: A drive magnet transmits _ated within the permanently cted to the register gear train. 'volume totaltzation units Series rr)eters meet or exceed 596), norfilaloperating flow operatt'on flow rates as :lion, which complies with basic cd'mponentm meter jl sealed register. The water rM extemally-threaded rr`er material is used for the gh'the rise of high -strength Zdabfe register coupling for ptions. 'iypicai Operating Range' 2.5.:.120 gpm ((Y57...27 m'/hr) 000%t 1IJm) Low Fiovir (Min. 9S96) 1.25 Maximum Continuous 80 gpm (1$ m'/hd Q ei'atton Pressure Loss at Maximum 4.a psi at 80 gpm Contintio6s0 eration (0.33 bar at 18 m°/hr) Maximum operating 80° F (26° C) Tem elature Md?drnum Operating 150 psi (10 bar) Pressure.. Measurin ;Element Nutatin dts4 ositivedisplacement Meter Connections 1-1/2"AWWAtwo-boitellipticalflange, drilled or . 1-1/2... 11-1/2NPTinternal pipe threads Test Plugs 1 ° NPT test plug•(TP) available on elliptical long and short versions 41-ofthe reigisteror encoder Materials ,n seat v ire screw, TOW tamperrrresistant keyed seal if at the'factory. tries meters are designed and �Irmini al maintenance. ipiede silyeitheratthemeter 10chan-ber, and strainer can the installation E rdl9on:1.) changeability spare parts inventory e strain ng area oftwice the inlet size. Connections:Tailoieces/Unioins f4r instaffat n� of meters on various pipe types and sizes, indud ing misargr ed•plpes, am available as an option. Meter Housing Lead-freebro alloy Housing Bottom Plates :Lead-free bronze alloy Measurino Chamber Eng.1neeredpolymer Disc. Engineered polymei Trim . Stainless steel Stralnei En ineered polymer DiscSoIndle Sta(Nesssteel Ma stet Ceramic Ma et'S Indle Stainless steel Re i9vrlidandShroud Engineered 1 meribronze Product Data Sheet Meter Size e Meter del A Laying B Height C Centerline Width AW*)L Shipping Length RegJRTR Base' Weight 120 EL, Hex 12-5/8' 7' 2-31W 8-3/4' 191b (40 mm) 120 EI. TP (321 mm) (178 mm) (60 mm) (222 mm) (&6 kg) 1-1/2' 120 ELL 13" 7' 2-3/8' 8-3/4" 19lb (40 mm) 120 ELL TP (330 mm) (178 mm) I (60 mm) (222 mm) (8.6 kg) • Y i i 1 ,r �i; r�.� �;0100 tl r�~�.?r-'Ol'OiC1 •i�r'rnrsO p r rr ®® , • • -!Y!�llY..frvi�i�YC:ii.�i��lY.ii■ �l�liY.iff�l �liYiitf�ltali..il■ rll�!lY.iO��rl�lYarp_slr�fa♦i Yiiif srl�r�lYrif rrrrrll�rr♦i Y/rf ill ill Y.it■ �l fli!l.irfORwax. Ytli�)�rriY��f iii�.l��lYiiii �l�aliiiii� arl��iiiii�oasl..rr■ ����llYrrr.r�ssYl�rriieY!lYltai Yriff lr��r�l YrlrrrY!!�r!lYeitf rY♦l lrY �..if■ �_�_ll earl rl�Ylep�irlrYl Yrrrf �_i_lllY.ur�_iO_ilY.ref�ll_�oYru■ �!r•!lY.itf erYistliYiiff�l���O��jj �illiY.if\ril�!!Yr/iftillliY.iff >•filly.rf.rlafllYlYriiYBi�llY.if• �isl.r �.�\f�lfa♦i lY.if frQl��lY�rt\ a•lr�� CY.afrrl rlsa♦���orr�awal�.ur OR ti•!fa♦liY.rillllf�liYieif�ieliYHii■ rl ��llS.if\i.���•-----_-_.—. �lri!lYrliffilli!liYri■\til�liY.■\■ i�i>•�lYre..wl�llY����Ylllr.i Yrril !!l_Y—lYirr'w�aY!lY.ernfl�r�rllYrefr r!_!e_!_llYrrrr �rl�llYrf ufrillli.r PER Sl�Yrf\iCi�llY.ilf fallliY�it!liilYa.iillYlYti�i lelrrl YerrY.if \rl�lY)l�l�rirff /irlrllYrleif lYrrf�llYrirfslrl OlYr■■fYl lll��rrlf !•lr��l�.ifi fAl�rir�lYrifC sl Y.il■ A•.eUwlr��lta rriffrrl�l�r�� Yrifr _l�ilY.ef.i�OOIiYIif(�lSrllYlief rr�l�lti Yn■\l�le!lY.ifr� ll liYee\■ !Y!l.i Y.if\�ta iliilYri/'.YOI r!!Y/ii■!r!!lY.rtfr�lr�!lYritfr�lll=�iif■ �!�llY■■ffY�tl trl!lYr6".0 �r!!flOY.rf■ rrYl�llY.iffr�l �liYriffYiill=was. O!�!lYriifY�l10!l.1�/\C�l�!lY�iif !lY.eff�l�!!Y■i■■�ii.�l U.i\■ llY.rftlii_fi!_riY.rr/�llfaiY.if• USED ,��"���.��� rlo.i �- ��eif lrrr.��iYllYrfr■ _ /iYrirC�rli��lY.ief fil�llYriff�l�i iYlYrff \>llll�Yre\• .affvi�liYeefc�iallY�iu rilf♦llY.if ffa♦lfa i.r■ff♦i lliYlrff r - - r The SASH series is a multitone horn/strobe combination designed for use as an. audio visual indication for automatic sprinlder systems. It can be installed in conjunction with or in place of water motor gongs. Strobe Intensity, dBA, and Current Ratings Model SASH-24 Input Current SASH-120 Input Current TypicalAnechoic dBAat l0 R Tone Amps at 24V DC Amps at 115V AC At Nominal Input Voltage HI STD HI STD HI STD Horn 0.038" 0.024 0.050 0.040 99 91 Bell - 0.019 0.012 10.040 0.038 92 87 March Time Horn 0.038 0.024 0.050 0.040 99 93 Code-3 Horn 0.038 0.024 0.050 0.040 99 93 Code-3 Tone 0.027 0.016 0.042 0.038 95 90 Slow Whoop 0.047 0.025 " 0.050 0.040 99 94 Siren 0.034 0.022' 0.045 0.040 98 93 Hi/Lo 0.020 0.013 0.041 10.039 93 1 88 Strobe Candella 75 ' 15 Strobe Current (If the strobe and audible operate on the same circuit, add the strobe current to the tone current.) 0.102 0.060 Wiring Information SASE-24 - STROBE AND HORN POWEREDBYTHE + + STa - + AUD SAME CIRCUIT + STR - + AUD - STROBEANDHORN . POWERED FROM SEPA- RATE CIRCUIT .. CONMCr'S CLOSE .. y ONALARM SASH-120 OPERATED BY $tpITC•Fr / \ STR L / N AUD L WATE.RFLOW SWITCH N UWA 10761 - Potter Electric Signal Compare; LLC • 2081 Craig Road, St. Louis, MO, 63146-4161 • Phone: 800-325-3936/Canada 888-882-1833 • www.pottersignal.com PRINTED IN USA LEG. #5401076 - REV H PAGE 1 OF 1 5/08 C Models Available WFDT Waterflow Detector WFDTA Waterflow Detector (ULC/Canadian) WFDTNR Waterflow Detector ( non -retard) Replacement Parts A77-01-02 Terminal Block for WFDT A77-01-08 Terminal Block for WFDTNR A3008-00 Retard Mechanism PRK9 Paddle Kit 546-7000 Cover Tamper Switch Kit S07-66-02 Tamper Screws for Cover WFDW Cover Wrench WFDN4 NEMA-4 Gasket Kit C58-164-01 Metal Cover Product Overview Sealed retard mechanism (Model WFDT) assures that the retard is not contami- nated by dust and dirt when the cover is removed Visual Switch Activation (Model WFDT) permits installer to accurately set the retard even under extremely noisy conditions 100% Synchronization activates both alarm panel and local bell simultaneously System Sensor WFDT Retard and WFDTNR Non -Retard T Tap Waterflow Detectors are designed for primary signaling in residential systems and branch line signaling in larger systems. Both models fit any tee that has a 1" NPT branch, including: 1", 1%" and 1%" NPT threaded ferrous and brass tees; 1", IM4", 1%" and 2" copper sweat tees; Central, Spears®, and Victaulic® brand 1" CPVC tees; and 1%0 polybuty- lene tees. Design. The design of the WFDT and WFDTNR makes them easy to install and simple to maintain. Either can be mounted in the vertical or horizontal posi- tion. Two conduit openings permit easy attachment to the local alarm system. The retard mechanism (Model WFDT only) and switch assemblies are field - replaceable. Accommodates up to 12 AWG wire Features. Nine different flexible plastic paddles fit 1", 11/4", 11/2" and 2" tees. Sizes are marked clearly on the paddle for ease of installation. Plastic paddles slip over the actuating lever and are securely fastened with one screw. The handy depth gauge insures the proper installation depth and clearance of the detector to the tee. Construction. The WFDT and WFDTNR include a durable tamper resistant enclosure and rugged switch assembly. The long lasting covers completely enclose the electrical components to keep out dust and dirt. Improved self -guid- ing security screws and removal tools make detectors resistant to tampering and MEAsimplify field maintenance. Dual SPDT switches are enclosed in a durable termi- USTED © approved nal block for added strength. Lead -Free Check Valves Horizontal Swing ® Regrinding Type e Y Pattern e Renewable Seat and Disc • Dimensions & Workmanship Conform to MSS SP-80 a Silicon Performance Bronze" Alloy NSF/ANSI-61-8 Commercial Hot 180°F (includes Annex F and G) and NSF/ANSI-372 Size Range: 1/2" - Z' .Pressure Rating: 200 PSI CWP Maximum Temperature: 300* 1-® Lead -Free* marking: Double oval in body casting MATERIAL LIST PART SPECIFICATION 1. Bonnet Silicon Bronze ASTM B584 Alloy C87850 2. Body Silicon Bronze ASTM B584 Alloy C87850 3, Hinge Pin 316SS or 304SS 4. Disc Hanger Silicon Bronze ASTM B584 Alloy C87850 5. Hanger Nut 316SS or 304SS 6. Disc Holder Silicon Bronze ASTM B283 Alloy C69300 7. Seat Disc PTFE 8. Seat Disc Nut 304SS or 416SS 9. Hinge Pin Plug Silicon Bronze ASTM B283 Alloy C69300 *10. Seat Disc Washer 304SS or 316SS *Sizes W.1".1W',114 and 2"only. DIMENSIONS= -WEIGHTS-QUANTITIES a Dimensions Size A B C T-413-LF S413-LF • Master In. mm. In. -min. In. mm. In. mm. Lbs. Ka. Lbs Ka Ctn atv 1h 15 2.44 62 1.69 43 1.50 38 0.55 0.25 0.55 0.25 50 s/4 20 2.94 75 1.88 48 1.88 48 0.90 0.41 0.88 0 40 50 1 25 3.56 90 2.31 59 2.25 57 1.46 0.66 148 0.0 30 11/4 32 4.19 106 2.69 68 2.75 70 2.17 0.99 .2 22 1.01 20 11/2 40 4.50 114 2.94 .75 ' 1.13 79 2.95 1.34 3.00 1.36 10 2 50 5.25 133 3.94 100 3.75 95 4.79 2.17 4.87 2.21 10 c T 413-Y LF Threaded O Dezincification Resistant NSF/ANSI 61 NSF/ANSI372 „. T 413-Y LF NPT x NPT S-413-Y LF CxC' wcridnty'�`�, S-41344F Solder NIBCO check valves may he installed in both horizontal and vertical lines with upward flow or in airy intermediate position. They will operate satisfactorily in a declining plane (no mare than In Warning - Not for use in Gaseous Service, Maximum temperature based upon the mechanical properties of the alloys) used for the pressure vessel at elevated temperature. (Reference NIBCO INC, white paper WPdf-PAC-tg12. *Lead Free refers to the wetted surface of pipe, fittings and fixtures in potable water systems that have a weighted average lead content 5 025% perthe Safe Drinking Water Act (Sec.14171 amended 1-Qol1 and atherequivatent state regulations. NIBCO INC. WORLD HEADQUARTERS -1516 MIDDLEBURY SL - ELKHART, IN 46516.4740 - USA - PH:1.806.234.0227 TECH SERVICES PH:1.888.446.4226 - FAX 1298.336.4226 - NONATIONAL OFFlCE PH: +1.574295.3327 - FAX: +1.9;74.7Afi Rd55 11 is City Of La Quinta, ° Design and Development Department' F. 78-495 Colle Tampico . I . 1 5 _ Lo Quinta, California 92253 s• r , •. v� Telephone: (760) 777-7125 Fax: (766) 777-1233+ r www.lo-quinta.oLq Riverside County Fire Department",'JUN 07 2017 Riverside Office 1, 2300 Market Street, Ste. 150 Riverside, California 92501 , •�; r (951)955-4777 CITY OF LA OUINTA ` �DESIGN AN�R�\/W TXPARTMENT I FIRE REVIEW APPLICATION ❑ NEW ❑ TENANT IMPROVEMENT PERMIT NO F' 5 5 PROJECT INFORMATION (Please Pr t) Project Name: P.li Si �S'�I S�(5 i�rri�j r� P- Site Address ITrint� City & Zip: • I have read and understand that fees are DEPOSIT,BASED FEES and there may be additional money due prior to or after project final. • Pursuant to a Cooperative Agreement to Provide Fire Services, the Riverside County Fire Department serves as the City's fire department, and the County designee serves as the-City's fire chief. Applicant recognizes this contracied arrangement and shall comply with County Fire Department directions. ' APPLICANT/CONTACT INFORMATION -A BILLING INFORMATION: ❑ Same as Applicant info Applicant Name: , r Applicant Person: - - ;Bill To ::" L� Mailing Address- U 89 / — Mailing Address: City & Zip City & Zip t Phone No.:, Fax: Phone -No:. Fax: Email: 01116I L 1913U 2 -C�. DL- rum Email - The person listed on "Billing Information" will receive ALL billing, correspondence and refunds for any work billed to this permit. Any changes iri billing information must be made in writing to our office. A. APPLICATION TYPE (each application type includes a $5 technology enhancement fee) FIRE SPRINKLER SYSTEM T r STORAGE TANKS :� r ❑ COMMERCIAL TI - 1-9 HEADS � -NO FEE ❑ DISPENSERS ONLY _ $217 • 10 COMMERCIAL TI - 10 + HEADS ' $614❑,,ABOVE GROUND - 1" TANK - $217 ❑ RESIDENTIAL -TRACT HOME =MODELS $614 • • ❑ ABOVE GROUND =EACH ADDITIONAL $32 ❑ RESIDENTIAL -EACH ADDITIONAL UNIT• $'126 EA . '• ❑ UNDER GROUND � $217 RESIDENTIAL -CUSTOM HOME $614 MISC' - FIRE ALARM SYSTEM � ❑ HAZMAT $584 ❑ COMMERCIAL -SPRINKLER MONITORING $192 ❑ HIGH PILE RACK STORAGE' ; . $348 ❑ COMMERCIAL -FIRE ALARM SYSTEM. - • $627 ❑ .NEW COMMERCIAL -UNDERGROUND WATER - $696 SUPRESSION SYSTEM ❑ 'FIRE FLOW REPORT $178 ❑ HOOD &DUCT $215 ❑ TECHNICAL REPORT RESEARCH $584 ❑ SPRAY BOOTH •. • $215 ❑ SPECIAL INSPECTION, - $126 ❑ CELL SITE �, $215 ^ ❑ ITEMS NOT LISTED ARE ON A SLIDING SCALE ' ❑ OTHER SUPRESSION SYSTEM • • " - - $215 "STARTING AT ----- --------------------------------- $197 These are Deposit Based Fees. There may be additional money due -prior to or offer project final.'