FSS2017-0035 ('`- '' '
Permit Details • PERMIT NUMBER
�
‘ =9w� City of La Quinta FSS2017-0035
41 OF Description: PEPE BUILDS/RESIDENTAL FIRE SPRINKLERS Process Summary
Type: FIRE SPRINKLER Subtype: RESIDENTIAL-CUSTOM Status: FINALED Applied:8/28/2017 SKH
HOMES
Parcel No: 773242002 Site Address: 52230 AVENIDA MADERO LA QUINTA,CA 92253 Approved:8/31/2017 RGR
3
Subdivision:SANTA CARMELITA VALE LA QUINTA Block:41 Lot: 2 Issued:
UNIT 3
Lot Sq Ft:0 Building Sq Ft: 0 Zoning: Finaled: 11/21/2017 RGR ftsr 0)
Valuation:$0.00 Occupancy Type: Construction Type: Expired:
No. Buildings:0 No. Stories:0 No. Unites:0
Details:
Applied to Approved
ADDITIONAL SITES MIL
■ ; ILI
-
CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES
DEPOSIT REFUNDED. 101-0000-22811 CLOSED. COUNCIL
DEPOSIT MIRTA LERMA 8/13/2018 8/13/2018 APPROVED A FLAT FEE STRUCTURE FOR FIRE INSPECTION
AUGUST 2017.
CONDITIONS JIMIL
CONTACTS All=1116ill IMP
NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL
APPLICANT CHARLES F BROWN FIRE 21386 LILIUM COURT MORENO CA 92557 CHUCK92234@AOL.CO
PROTECTION DESIGN VALLEY M
BILL TO CHARLES F BROWN FIRE 21386 LILIUM COURT MORENO CA 92557 CHUCK92234@AOL.CO
PROTECTION DESIGN VALLEY M
OWNER SONDRA RAUB 934 MITCHELL BAY RD SAN JUAN WA 0
ISLAND
Printed:Thursday,January 26, 2023 12:32:02 PM 1 of 2
CRW.sysTEms
ucxt.
Permit Details PERMIT NUMBER
�� FSS2017-0035
aiii,- - City of La Quinta
FINANCIAL INFORMATION
DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT# CHECK# METHOD PAID BY CLTD
BY
FIRE SPRINKLER CHARLES F BROWN
SYSTEMS RESIDENTIAL- 101-0000-22811 1 $614.00 $614.00 8/28/17 R27521 4358 CHECK SKH
FIRE PROTECTIO
CUSTOM
Total Paid for FIRE SPRINKLER SYSTEMS RESIDENTIAL-
CUSTOM: $614.00 $614.00
TECHNOLOGY 502-0000-43611 0 $5.00 $5.00 9/14/17 R27967 CASH CHARLES F BROWN SKH
ENHANCEMENT FEE FIRE PROTECTIO
Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00
TOTALS: $619.00 $619.00
INSPECTIONS
SEQID INSPECTION TYPE INSPECTOR SCHEDULED COMPLETED RESULT REMARKS NOTES
DATE DATE
OVERHEAD ROUGH APPROVED
PIPING RGR 9/15/2017 9/15/2017 W/EXCEPTIO Remove wires from contact with piping
N
FIRE FINAL** RGR 11/21/2017 11/21/2017 APPROVED
PARENT PROJECTS
REVIEWS
REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED STATUS REMARKS NOTES
DATE
1ST FIRE(2 WK) RONALD 8/28/2017 9/7/2017 8/31/2017 APPROVED
GRIESINGER
BOND INFORMATION
ATTACHMENTS
Printed:Thursday,January 26, 2023 12:32:02 PM 2 of 2
CRWsysTEms
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. NI-NPA 1 � 2O6PR SPHNKLER SYSE \/ S CP \ FRAL NOTES ..•..,
. . 1 . SCOPE OF WORK: DESIGN AND INSTALLATION OF AN AUTOMATIC FIRE SPRINKLER SYSTEM FOR SINGLE OR TWO FAMILY DWELLING1, ,,
'
•
• • 2. BUILDING INFORMATION: OCCUPANCY CLASSIFICATION RESIDENTIAL CONSTRUCTION TYPE R-1 BUILDING AREA 2608 SQ.E.T : _ ! '
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• -,. CEILING: 1 ) SMOOTH, FLAT, HORIZONTAL, UNOBSTRUCTED
.» `,• 3. FIRE SPRINKLER DESIGN CRITERIA
__ E HEAD SPACING: SPECIFY: 14 ET. x 14 FT. WITH A FLOW OF 10 G.P.M. AT A PRESSURE OF 11 .0 P.S.I. (20' X 20' PROOF)I k ` .
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 SPIvIKLES:
�__ . -�_ __ _.__ _.._ _w._... _ -._ #,I III , • MANUFACTURER: RELIABLE MODEL: RELIABLE El RES 30 ORFICE SIZE 1 /2" K-FACTOR 3.0 TEMP. 155 QTY. SEE LEGEND SIN. R3511
E PONSE ORFICE SIZE 1 2" K FAC (OR 5.6 TEMP. 175 QTY. SEE LEGEND SIN. GL5601 I' •I K R S
: �� MANUFAC
R: RELIABLE MODEL. GLOBE QU C
� :��: ' �� r f;: 1'-10" 12'-2 ,i C' 11p� ! PIPING: (SPECIFY TYPE) •
•
r P;'-,":11 •
�,G CPC UNDERGROUND SUPPLY PVC; RISER PIPING: 1 " CPVC
OVERHEAD CONCEALED PIPING: VC OR, AS NOTED OVERHEAD EXPOSED PIPINGLLJ
•
- 4 DESIGNED AND INSTALLED IN ACCORDANCE WITH N.F.P.A. #13D, CURRENT EDITION AND AMENDMENTS AS ADOP
•
F::: �_���-- NA
,,,,�.. �",..A , � ;�„ � ..�.�.. _ , THE SYSTEM SHALL BE DESI
` i �' �( _ BY THE LOCAL JURIDICTION.
1
I._ I 5 DESIGNER
AND POSSIBLE OBSTRUTIONS SUCH AS CEILING
I BEAMS, LINTELS` HAS PROVIDED ALL ARCHITECTURAL DETAILS SUCH AS SOFFITS,
11 yy��Q /� y, • FANS OR FIXTURES AND ALL HEAT SOURCES WHICH MAY IMPACT THE SYSTEM DESIGN..
•
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....»»i» »»»':::.,,v ..,.»»»»....».....:...'»»»,.y.,,,,,,.....».»,»....
�� ` V: �f_ (5*,, @' r ! ' E j' SPRI � �C �E� S. 11y �.
•
' 2 6 I ED FIRE SPRINKLERS SHALL BE INSTALLED IN THIS SYSTEM
: 1 .s �! 5' I #� ONLY NEW, L ST ' ' -
I , y F,,- I 3 I 1`-10" ,t , 1 ,: 7. THE ATTIC SHALL BE PROTECTED WITH A MINIMUM OF AT LEAST ONE INTERMEDIATE TEMPERATURE QUICK RESPONSE SPRINKLER. THE HEAD(S)
ill SHALL BE LOCATED TO PROTECT PENETRATIONS INTO THE ATTIC SUCH AS ATTIC SCUTTLES, MECHANICAL EQUIPMENT LOCATED IN
It
c I b�
1
I - MAY ALSO APPLY TO LARGER CRAWL SPACES.
PH WI H TH_ ATTIC.
CTION BOX t
H RI A MON ATMOS ERE T THIS �; �; � I� ,
ATTIC PENETRATING INTO THE ATTIC OR S A NG COM
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PIPING AND _ IPNEf� T.
' {E ' .. ; ' I `E WITH HANGERS AND SHALL BE SUPPORTED PER CODE AND MANUFACTURER'S SPECIFICATIONS.
•
THE MANUFACURER FOR THE INSTALLATION OE CPVC PIPING ggLLI LIT -1 ir�,p� = }E
;, �,, ,- f T 8 ALL PIPING SHALL BE PROVIDED l
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•
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�'-4G-i' ' ;,�i- z, f�, 9. ALL CPVC PIPING SHALL BE INSTALLED BY PERSONS WHO HAVE BEEN CERTIFIED BY
i t f �I n1 =° - + L PPROVED FOR USE WITH CPVC PIPING IN SYSTEMS USING CPVC PIPE. I
is
.... -,v1 ; E1 A� PRIMERS AND GLUES SHAL L BE LISTED AND A
.:.mm.::= ; I I itl. 11 . AT LEAST ONE WATER PRESSURE GAUGE SHALL BE INSTALLED ON THE RISER ASSEMBL . z se '
I ii BE INSTALL
ED IN A
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, �., � „ �v,_ , � I _ - rC-IPT: 12 ONLY LISTED AND/ OR APPROVED DEVICES SHALL BE INSTALLED IN THIS SYSTEM SHOULD SPRINKLERS OR DEVICES BE REQUESTED TO
•
:: MANNERN
SI 0 AL G!N EER
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WHICH IS NOT IN COMPLIANCE WITH THE MANUFACTURER'S SPECIFICATION �i_ THE WET STAMP OF A REGISTERED PROFES EN l
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CERTIFYING COMPLIANCE WITH THE DESIGN CRITERIA AS SET FORTH BY N.E.P.A. 13D SHALL BE PLACED ON THE PLANS.
. :; 4 -,'I": ''-','f--',, --•-:
13. ALL VALVES SHALL HAVE PERMANENTLY AFFIXED SIGNS WHICH DESIGNATE THIER F� H `�
, UNCTION. ..._ '
\ I
__ .._....._ _.. � 14. NOTCHING, DRILLING OR OTHERWISE PENETRATING STRUCTURAL MEMBERS IS A METHOD OE COCEALING FIRE SPRINKLER PIPING.
I
•
I•
• 'll ��I -- �" �W 1 € J � � ''s _ =1c�, FIRE AUTHORITY DOES NOT RECOMMEND THIS PRACTICE iN FIRE SPRINKLER INSTALLATION. SHOULD THE DESIGNER WISH TO SPECIFY THE PENETRATION OF
� � � :� � _
ii, ANY STRUCTURAL MEMBERS, A STAMP FROM THE APPROPRIATE STRUCTURAL ENGINEER, CERTIFYING COMPLIANCE SHALL BE PLACED ON THE PLANS. is
RISER, IT MAY 7'
I
_. . ...._.. ._ •
15 INSPECTORSNOT REMOTE, 1T SHALL BE PLACED ON THEr
THE TEST VALVE SHOULD BE REMOTE FROM SYSTEM RISER WHEN TEST VALVE IS
*---7.::-- /i I ey ,„" , ,,. , 1 L / BE COMBINED WITH THE MAIN DRAIN VALVE, PROVIDED IT IS DOWN STREAM OF THE FLOW SWITCH.
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(} = l: ; i 16. A MINIMUM OF 5 GPM DOMESTIC DEMAND SHALL BE ADDED TO THE CALCULATIONS AT THE POINT OF CONNECTION TO THE COMMON SUPPLY PIPING. +
z- 17. A 10%r r • SAFETY FACTOR FROM STATIC PRESSURE SHALL BE INCLUDE IN ALL CALCULATIONS.
- 3
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"" 18. CALCULATIONS SHALL BE BASED ON CURRENT WATER SUPPLY TEST INFORMATION. ;; ► . 1
F �� I '-' 1 19. TWO-HEAD HYDRALIC CALCULATIONS ARE REQUIRED TO BE SUBMITTED WITH INSTALLATION DRAWINGS FOR REVIEW. FOUR HEAD
>_01i ' CALCULATIONS MAY BE REQUIRED ON LARGE OR COMPLEX SYSTEMS. '
i
j TESTING: : � yt �a3ti; f� .
• Ir
•
• "° 20. ONE SET OF SPRINKLER PLANS APPROVED BY THE FIRE AUTHORITY SHALL BE AT THE JOB SITE AT ALL TINES. lcit' 0
SD SD
i 21 . SYSTEM SHOULD BE HYDROSTATICALLY TESTED AT A MINIMUM OF STREET PRESSURE, IN ACCORDANCE WITH NEPA #13D. ;
N i II
I ON R FINAL; PRIOR TO OCCUPANCY BEING GRANTED. ' � � ` '
___._.-_ _ 22. APPROVING FIRE AUTHORITY INSPECTI EQUIRED AT BOTH ROUGH AND
'•
� �i ''- ` II SCHEDULE ALL INSPECTIONS TWO DAYS IN ADVANCE WITH THE FIRE PREVENTION OFFICE. !' c,_,. � •' .
i »: PLEASE
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R I\ OT S PE CHECK
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,y:.. a" �'� I � , _ E 1 , ALL MATERIALS USED FOR HANGING ARE TO BE U.L./F. LISTED M,
` ' :' '"I TO SPRINKLERS 1 '�' AS MANUFACTURED BY TOLCO (OR EQUAL) TO
6
• LOWIN R
1 €` ..:.� =5,:, s� 2. E osE BIB
HANGER SPACING NOT TO EXCEED THE FOL G DOMESTIC WATE
i........ � ' ---� � AND H � R
i M. �- IN i pipe size maximum spacing betwe�:n Hangers = !.
Y GUAGE _
_ STIC WATE
I DGME R
t • y5 _ SHUTFF
1t'-0' CLG. I € • 1 ��
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IP 6'-6"
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-�, 1 1 2 DRAIN
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�- 12 _ iJ SA __ 3. FASTENERS TO BE #12x1 SLOTTED HEX SCREWS CPVC IN PROTECTED AREA EXISTINGCOPPER LINE
�� HOUSE SHUT OFF tx in
k ' `1 ORVA Off GRADE i ;0, CLG 0 �Il TF ST -1 1 c d
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RESIDUAL PSI: 72.98 PSI S - R 3 - T A 1
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1 I � I ELOWI N GP VI: 26. 0 GP'�
,II ,30 i
_._...._._ ._ � P I TO T READING: N A HARDENED HEX HEAD SELF THREADING SCREW HARDENED H �
IS FURNISHED WITH THE HANGER AND IS THE ' IS FURNISHED WITH THE HANGER AND IS THE
FLO VY C 20 PSI: N A MINIMUM FASTENER SIZE ACCEPTABLE MINIMUM FASTENER SIZE ACCEPTABLE i� ,
4: .1- P C: PU -'! . • 1 1 .
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HYDRAULIC SYSTEM sir lei ��
_ This building is protected 1 ' 1 • I I
Z0 ..,.., by a Hydraulically Designed i t
Automatic Sprinkler System. ��� „:„. , r,„, :
l y �z1
SCALE: trs„:::1 0" < Date Installed 8 DAY Kin 22 17 i
Location 52230AVENIDAMADERO • '0,
€ I No. of Sprinklers 1/2 I I �' _`' � 2 l
Z �' •
Basis of Design I I ' i CPVC SINGLE FASTENER STRAP TYPE HANGER '�:.p
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-/ I 1. Density 05 v„�,R CPVC DOUBLE FASTENER STRAP TYPE HANGER 16, # [
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�' � "" 2.• Designed area of discharge 4D€�d3'32 ,".
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System Design f�,
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-;• I 1. Water flow rate 20.0/20.0 t,„ U z r ` ,
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2. Residual Pressure at the 23.9/18.6 w w 1-1-10. I-base of the riser :
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1ibeet kip of.01 g,. ..° ps o z Ola- W = z PROJECT N ,.
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Bulletin 135 Rev.M
m
RI -
® Model F1 c
..t
Residential Sprinklers for
Design Density of .05 gpm/ft2 Fi
Model Fl Res Sprinklers engineered for the lowest flows
to meet the minimum design density of.05 gpmf1t2
Types:
1. F1 Res 30 Pendent
2. F1 Res 30 Recessed Pendent/F2 - ~'�-
3. Fi Res 30 Recessed Pendent/FP • ,_;
4. F1 Res 49 Pendent ,.•;. - - 4� ,= . • ;
5. F1 Res 49 Recessed Pendent/F1 _„.. ._ ,'. T-
6. F1 Res 49 Recessed Pendent/FP %
7. Fl Res 58 Pendent F1 Res 30,49,58&76 F 1 Res 30,49,58&76 --
8. F1 Res 58 Recessed Pendent/F1 Recessed Pendent/F1 Recessed Pendent/FP F1 Res 58 HSWX
9. F1 Res 58 Recessed Pendent/FP
10. F1 Res 76 Pendent
11. F1 Res 76 Recessed Pendent/F1 •t-• =° i
_,,.,
•
12. F1 Res 76 Recessed Pendent/FP '• ':: .
13. F1 Res 30 CCP Pendent ti = - =' a �1'�`µ�
C
14. F1 Res 49 CCP Pendent _ _ _ f
15. F1 Res 58 CCP Pendent
16. F1 Res 76 CCP Pendent
17. F1 Res 44 HSW F1 Res 30,49,58&76 Fl Res 44&58 F1 Res 44 SWC
18. F1 Res 44 Recessed HSW/F2 CCP Pendent Recessed HSW/F2
19. F1 Res 58 HSW
20. F1 Res 58 HSWX Horizontal Sidewalt sprinklers(Figs.5,6&7)are equally attrac-
21. KRes58 HSWX five when above ceiling piping cannot be used.
22. F1 Res 58 HSW Recessed HSW/F2 The 3mm glass-bulb pendent sprinklers permitthe efficient use
23. F1 Res 44 SWC of residential water supplies for sprinkler coverage in residential
Listings &Approvals fire protection design.
The low flow F1 Res sprinklers are specially engineered for fast
1. Listed by Underwriters Laboratories Inc.and thermal response to meet the sensitive fire protection.applica-
UL Certified for Canada (cULus) lion needs of the latest residential market standards(UL 1626
Standard). Upon fire conditions,rising heat causes a sprinkler's
Sprinklers for.10 Density: Refer to Bulletin 176 heat-sensitive element,glass bulb or link to actuate,releasing the
UL Listing Category waterway for water flow ontothe deflector,evenly distributing the
Residential Automatic Sprinkler
discharged water to control a fire.
UL Guide Number Technical Data:
VKKW • Thermal Sensor: Soldered Element (Link) or Nominal
3mm glass-bulb
Patents • Sprinkler Frame: Brass Casting
US Patent No. 6,516,893 applies to the Model Fl Res 49 • Sprinklers' Pressure Rating : 175 psi
&58 Pendent Sprinklers Factory Hydrostatically Tested to 500 psi
US Patent N.o.7,353,882 applies to Model F1.Res 44&58 a Thread Size: ' " NPT(Rh)
HSW Sprinklers • K-Factor: 3.0(43.2)(Actual)-F1 Res 30 Pendent Sprinkler
US Patent No.7,784,555 applies to Model F1 Res 44 SWC 4.9(70.6)(Actuaq-F1 Res 49 Pendent Sprinkler
Sprinklers 5.8 (83.5)(Actual)-F1 Res 58 Pendent&HSW Sprinkler
Product Description 7.6(109)(Actual)-F1 Res 76 Pendent Sprinkler
Model F1 Res Pendent sprinklers(Figs. 1, 2, 3, &4) are fast 4.4(63)(Actual)-F1 Res 44 HSW Sprinkler
response sprinklers combining excellent durability,high sensitiv- • Density: Minimum 0.05 gpm/ft2
ity glass-bulb and low profile decorative design. The F1 Res
Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523
4.
Application
Model F1 Res Sprinklers are used for Residential Fire Pro- the only recessed escutcheons to be used with Model F1 Res
tection according to UL 1626 Standard*. For ceiling types: sprinklers. Use of any other recessed escutcheon will void all
Smooth Flat Horizontal,or beamed,or sloped,in accordance approvals and warranties. For installing Model F1 Res Pen-
with NFPA 13D, 13R,or 13 2013 editions. Be sure that orifice dent sprinklers use only the Model D sprinkler Wrench; for
size,temperature rating,deflector style and sprinkler type are installing Models F1 Res Recessed Pendent, CCP & SWC
in accordance with the latest published standards of The Na- sprinklers use only the Model GFR2 sprinkler wrench;for in-
tional Fire Protection Association or the approving authority stalling Model F1 Res Recessed HSW sprinklers use only the
having jurisdiction. Model GFR2 Sprinkler Wrench. Use of wrenches other than
Installation those specified may damage these sprinklers. Install F1 Res
Models F1 Res sprinklers are to be installed as shown. 44
with a ceiling to deflector distance of 4"-12". Flow arrow
Model F1, F2 and FP Escutcheons, illustrated herewith, are on deflector must point away from near wall and"Top"mark-
ing must face ceiling.
Escutcheon*, Fl or F2, Data:-
Adjustment "A" 1 Face of fitting to ceiling
Type below
Inch(mm) Inch(mm) Inch(mm) Deflector Distance below bottom of beam
Inch(mm)
F1 3/(19.0) Min.Rececsed=15/e(41.3) 3/e(9.5) 13/4(44.4)
Max Recessed=7/e(22.2) 11/8(28.6) 1(25.4)
F2 1/2(12.7) Min.Recessed=15/e(41.3) 3/e(9.5) 13/4(44.4)
Max Recessed=11/s(28.6) 7/8(22.2) _ - 11A(31.7) 1
*Note:Escutcheons F1 or F2 may be used with Model F1 Res 49,58&76 Recessed Pendent Sprinkler
• Model F1 Res 30 Recessed Pendent/F2
• Model F1 Res 30, 49, 58 &76 Pendent • Model F1 Res 49, 58 &76 Recessed Pendent/F1
F .
1� --;'
..
3 - ,_ -
F1 escutcheon,3/4"(19mm)adjustment
—
r- "'ir 2 1/4"NOW Da.
_ l.-—_.M
-.I-157.2mm)
1 15/16"DIA.
i
— —
• 1".1( 1
i' SQUAW UM /2"REDUCER
TIGHT AGAINST SPRINKLER FACE OF FTITTNE TO
r�a WRENCH r CEILING DLIENSIOAt
�s/E-1 r/a"[Fr ESCUTCHEON
dlf[� 11�f1114101 lET •3/8-7/s"et-2 ESCUTCHEON
r —�
tip .I pararr1
.--'-------- yMM _- 2 27/32"D1A
135FG03 C7�1T+m1
Fig. 1 Fig. 2
Technical Data: FiRes 30 Pendent and Recessed Pendent(SIN R3511)
Thread Nominal Orifice Max.Pressure 'Sprinkler Temp.Rating Max.Ambient Temp.' Actual K Sprinkler Length
Size Inch(mm) psi(bar) °F °C °F °C Factor Inch(mm)
'/z"NPT155
(FM) 2'/64"(8,2) 175(12) 175 sg 100 38 3.0(43.2) 2.25(57)
Ordinary Temp.Rating Intermediate Temp.Rating
Max' (155°F/68°C) (175°F/79°C) Top of Deflector to Ceiling Minimum
Max.Coverage area.
Ft x Ft(m x m) I Spacing Flow Pressure Flow Pressure Inch(mm) S ac�n
p g
Ft(m) GPM(Lmin) PSI(bar) GPM(Umin) PSI(bar) Ft(m)
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 1'A to 4(31.7 to 102)
using F2 escutcheon.
14 x 14(4,3 x 4,3) 14(4,3) 10(37,8) 11 (0,76) 10(37,8) 11 (0,76) Beamed Ceilings per NFPA 13D,13R , 8(2,4)
or 13 installed in beams 11/4 to 13A
16 x 16(4,9 x 4,9) 16(4,9) 13(49) 18,8(1,3) 13(49) 18.8(1,3) (31.7 to 44.4)using F2 escutcheon
For Ceiling types refer to NFPA 13, 13R or 13D
2.
Technical Data: F1 Res 49 Pendent and Recessed Pendent(SIN R3516)
Thread Nominal Orifice Max. Sprinkler Max. Actual Sprinkler
Size Inch(mm) Pressure Temp.Rating _ Ambient Temp. . K Length
PSI(bar) °F °C °F °C Factor inch(mrn)
'/z"NPT 7(16"(11) 175(12) 155 68 100 38
(R%s) - 175 79 150 66 4.9(70.6) 2.25(57)
Ordinary Temp.Rating Intermediate Temp.Rating' Top of Deflector Minimum
Max Coverage area Max.Spacing -- (155°Fi8°C) (175°F179°C)
Ft x Ft(m x m) Ft(m) Flow Pressure Flow Pressure to Ceiling Spacing
. GPM(IJmin) PSI(bar) GPM(LAnin) 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(31.7to
—
102) 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 4using(25.4 to 102)using Fl
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 11A to 13A (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 134(25.4to 44.4)using Fl
,escutcheon
For Ceiling types refer to NFPA 13, 13R or 13D
' ' Ordinary Temp.Rating Intermediate Temp.Rating.
Max Coverage area Max.Spacing (155°F168°C) (f 75°Fl79°C) Top of Deflector Minimum
Ftx Ft(m x m) Ft(m) Flow Pressure ' Flow Pressure - to Ceiling Spacing
GPM(LAnin)_ PSI(bar) GPM(LAnin) PSI Ebar} 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
14 x 14(4,3 x 4,3) 14(4,3) 16(60,5) 10.6(0,73) 16 60,5 10.6 0,73 203)using0 toF escutcheon.
( ) ( ) 4 to 8(100 to 203)using Fl
escutcheon.
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) Beamed Ceilings per NFPA 13D, 8(2,4)
18 x 18(5,5 x 5,5) 18(5,5) 19(72) 15.0(1,0) 19 72 15.0 1,0 13R or 13 installed in beams
_ ( ) ( ) 41,4 to 8(108 to 203)using F2
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) usinescg Fieescutcheon
to 800to 203)
Technical Data: F1 Res 58 Pendent and Recessed Pendent(SIN R3513)
Thread Nominal Orifice Max. f Sprinkler Max. Sprinkler
Pressure + Temp.Rating Ambient Temp. Actual Length
Size Inch(mm) K Factor g
psi(bar) °F °C °F °C Inch(rnm) _
1/2"NPT 1/2"(13) 175 155 68 100 38
(Rh) (12) 175 79 150 66 5.8(83.5) 2.25(57)
Ordinary Temp.Rating Intermediate Temp.Rating
Max F13
Coverage area Max.Spacing (155° 8°C) (17$°F "c) Top of Deflector Minimum
Ft x Ft(m x m) Ft(m) Flow Pressure Flow Pressure -
to Ceiling Spacing
GPM(LAImin) PSI(bar) GPM(Vmin), PSI(bar) Inch(mm) Ft(m)
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 114 to 4(31.7to
F2 eon.
14 x 14(4,3 x 4,3) 14(4,3) 16(61) 7.6(0,53) 16(61) 7.6(0,53) into 4using(25.4 to 102)usi g Fl
escutcheon.
16 x 16(4,9 x 4,9) _ 16(4,9) 16(61) 7.6(0,53) 16(61) 7.6(0,53) Beamed Ceilings per NFPA 13D, 8(2,4)
in beams
18 x 18(5,5 x 5,5) 18(5,5) 19(72) 10.8(0,75) 19(72) 10.8(0,75) 1/4 to 11,3(31t7tod44.4)using
20 x 20(6,1 x 6,1) 20(6,1) 22(83,3) 14.4(1,0) 22(83,3) 14.4(1,0) 44.4)using Fl escutceon 4 to
For Ceiling types refer to NFPA 13,13R or 13D
3.
f P
/1kA6E - LIMO-7 a Ai77 : Ll
AUTOMATIC SPRINKLERS
- — 'a4 _ -
-
- =`� GL SERIES
UPRIGHT3 PENDENT
F R o KLE A 3 VERTICAL SIDEWALL
HORIZONTAL SIDEWALL.
CONVENTIONAL (OLD STYLE)
DESCRIPTION AND OPERATION
The Globe Quick Response GL Series Sprinklers are a low profile- .
yet durable design which utilizes a 3mm frangible glass ampule as the
therrnosensitive element. This provides sprinkler operation approxi-
mately six times faster than ordinar• y sprinklers. While the Quick —
Response Sprinkler provides an aesthetically pleasing appearance, it '
can be installed►arherever standard spray sprinklers are specified when l
allowed by the applicable standards. It offers the additional feature of - ra'
greatly increased safety to life and is available in various styles,orifices, W =T M
temperature ratings and finishes to meet many varying design require-
merits.Quick ResponseSprinkters should be used advisedly and under
the directic.n of approving authorities having I€irisdicton.
The heart of GlobeFs GL- Series sprinkler proven actuating PICK R. ''E
assembly is a hermetically seated frangible glass ampule that contains UPRIGHT CONVENTIONAL
a precisely measured amount of-fluid. When heat is absorbed,the liquid
within the bulb expands. increasing the internal pressure. At the - __ - �- ,_
prescribedtemperaturelhe internal pressurewithintheainpuleexceeds N il
the strength of the glass causing the glass to shatter.. This results in p
water discharge which is distributed in an approved pattern depending `
upon the deflector style used. e
.,WI , _
The sprinkler and escutcheon are not factory assembled. As
sembly is done in the field.
TECHNICAL DATA WICK E {._SE
See reverse side forPENDENT VERTICAL
Approvals and Specifications. SIDEWALL
*Temperature Ratings-135°F(57°C), 155°F (68°C), 175°F(79°C), •
200°F(93°C),286°F(141°C)
a Water Working Pressure Rating-175 psi(12 Bars) —,-..
- - : .
0 Factory tested hydrostatically to 500 psi(34 Bars) � -
e Maximum low temperature glass bulb rating is-67°F(--55°C) = - -- :-1
tom—
e Frame-bronze * Deflector-brass * Screw-brass � T
e Bulb seat-copper 6 Spring-nickel alloy a Seal-teflon
a Bulb-glass with alcohol based solution, 3mm size QUICK RESPONSE
HORIZONTAL SIDEWALL
SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING
CLASSIFICATION AVAILABLE SPRMIKL ER BULB N.F.PA,!MAXIMUM
TEMPERATURES • COLOR CEILING
pRi3tNA€ Y = DRANGEED b `_ .
E DIATE ` , _ _°_ °: 'ffEE..LOW • tom—_ a _ r Ar
• HIGH =g .= ._-_ -�. ._�_.= BLUE • �,. _�_q-1`
4tl7IA1R KDRIVE,STANDISH,MICHIGAN 48658 � i ® FAX9�1
DECEMBER 2006 i A-20 BULLETIN GLSSIS,REV.#f6
' riF: •
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A LIT*MATIC SPRINKLERS
•
GL SERIES
- UPRIGHT• PENDENT* VERTICAL SIDE ALL
HORIZONTAL IIDEWALL * CONVENTIONAL (OLD STYLE)
SPECIFICATIONS
• NOMINAL"IC"FACTOR , THREAD SIZE I LENGTH 1 I FINISHES
,
2.8 (39 lactic) _ 112"NPT 2114"(5.7 cm) , Factory Bronze
42 (59 metric) 112"NPT 21/4"(5.7 cm) Satin Chrome z
. #aright Chrome
(7 tea metric) 1/2"NPT 2 1/4"(5.7 cm) white polyester 3
7.8 (111 metric) 1/2"NPT ` 21/4"(5.7 cm) Black Polyester 3
8.1 (116 metric) , - 3/4"NPT 2 7/16"(52 cm) Lead Coated z
NOTE: METRIC CONvimstoNs AREPPPROXSMATE. t HORIZONTAL S1DEWAI L IS 29116'.
• 2 FINISHES AVAILABLE ON SPECIAL ORDER
3 AVAILABLE AS cULus LISTED CORROSION
APPROVALS RESISTANT WHEN SPECIFIED ON ORDER.
STYLE SIN K 135°F 155°F 176°F 200°F 286°F cULtrs F.M. LPC GE NYC-DOB
MODEL FACTOR 57°C 68°C 79°C 93� 144°C MEA101-92-E
I r
GL'2815 2.8 X X X X X X — — — X
GL4215 42 X X X X X ' X — — — X
UPRIGHT i) 5.6 X X * ' CP X X X X X X
GL8115 7.8° X X X X X X X — — X
GL8118 8.1 X X X X X X X X X X
£312801 2_8 X X X • X X X — — — X
GL4201 42 X X X X X X — — — X
PENDENT r3L5 .- 5.6 X X X� X x x X X x
GL8101 7 8` X X X X X X — — X
013106 8.1 X X X X X X X X X X
VER[ICAL GL5632 5.6 X X X X X ' X X — — ---
S®EWALL-t 0t8133 8.1 X X • X X X X --- -- _ — —
t312826 2.8 . X X X X X X — — — X
HORIZONTAL GL4226 42 X X X X X X — — — X
SIDEWAI-L§ GL5626 5.6 X X X X X X X — — X
GL8127 8.1 X X X X X X — - — —
CONVENTIONAL 0.5624 5.6 X X X X X — — X X —
(OLD STYLE) Gi.8125 8.1' X X X X X — — X X - —
s HORIZONTAL SIDEWALL cifLoz3LISIt IJ FORDEFI.ECI 24 TO 12 BELOW THE CEILING.FM APPROIV,ED 4'TO G.
f VERTICAL SIDEWALL•SFRINKI ER cULusLIS"iED FOR USW HAZARD ONLY_
PENDENT VERTICAL SIDEWP.LLcULus USTED FOR 6`MITI SPACING.
UPRIGHT VERTICALSIDEWALL cUI.usLISTED FOR VAIN.SPACING.
ORDERING INFORMATION- *ire NPT.
SPECIFY GLOBE®PRODUCT WARRANTY
•Quantity • Model Number • Style Globe agrees to repair or replace any of its own
Orifice • Thread Sizes • Temperature manufactured products found to be defective in mate-
"Finishes desired rial or workmanship for a period of one year from date
•Quantity.Wrenches-P/N 325390(1/2"); of shipment.
P/N 312366(L0.) For specific details of our warranty please refer to
Price ListTerms and Condrtionsof Sale(Orr PriceList)..
4077 AIRPARK DRIVE,STANDISH;MICHIGAN 48658
_.» A� l 989-846-4583 FAX989-846-9231
MERNaliCaSICO 1-i 00•-248-0278 wwvtr.glahesprinider.ce
DECEMBER 2006 PRINTED U.S.A. BULLETIN GL5615,REV.#5
-1:7FK,-?.2-',- .7.'. -7..--....11".,'---- 7' - : -.- '_T-.1.- . .'• -•-•. -' ;. . -. ' . .--r. - - . - ', - . . -.. - ..".•
•I',NIBCO - - - - - -- - - .
w-...nib co corn
_ :.- -_ 7 _:-• - -- • r• _ C. ';',.: _ •- Revised TO/1/2009
;.R,-,'•,.
-Rangers for Residential Fire Protection
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SPAWLER
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IDLED Kg.22--liangerfor CPVC Plastic Pile Single Fastener Strop Type VICO ffg.23-Hangerfor CPVC Plastic Pile Double Fastener Strap Type
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soforamte` .-'C r, : ;
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TOLCO Fig.24-Hanger fro CPVC Plastic Pipe WILCO Fig.75-Donbl e Offset Hanger&
Double Fastener Strap Type-Side Mount Restrainer for CPVC Plastic Ripe
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WILCO Rg.28-'Stand-Olr Hanger&Restrainer fae-GPVC Plastic Pipe TOLCO'fig.28M-CPVC Hanger and Restrainer farePyg Mesita Pipe
Note:To-view TOLCO's entire fire protection hanger&strut offering,visit viiww.nibco.corn.
el NIBCO INC.WORID HEAEIDUAR1ERS•1516MIDDLEBURY St•ELKHART,IN 4651E-4-74H•USA•P11:1.81:0234 070
TECH SERVICES PH:1.1338.445.4V_Z•FAX 1 l-k11,315 4226•INIGINATIONAL OITICE Pit+1/5742t63327•FAX:A/574295365
www.mixo.com
aVAL F '
der {-
ARE SPRINKLER SYSTEMS• Building&tains
BIAzeMastei el Fire Sprinkler Systems
Sample Specifications - United States and Canada*
PART 1-GEE1AL
1.0 PRODUCT DESCRIPTION
BlazeMa.stere CPVC fire sprinkler pipe and fittings are extruded/molded from CPVC
compounds manufl ctured by Lubrizol Advanced Materials. The pipe and fitting compounds
shall meet cell class 23547 and 24417,respectively,as defined by ASTM D1784,and shall be
certified by NSF International for use with potable water. Both pipe and fitting compounds shall
be pressure rated by Plastics Pipe Institute(PPl)
1.1 PIPE AND FITTINGS
A.Pipe shall meet or exceed the requirements ofASTM F442 in standard dimension ratio(SDR)
13.5.
B.Fittings shall meet or exceed the requirements of ASTM F437(schedule 80 threaded),ASTM
F438(schedule 40 socket)and ASTM F439(schedule 80 socket).
C.Both pipe and Bngs'(hall be Listed.by Underwriters Laboratories for use in wet automatic
Eire sprinkler systems and shall beanie logo of the Listing Agency. See UL Fire Protection
Equipment Directory, categories VIWT and HPYIL
D. Ancillary products coming into contact with pipe and fittings must be chemically compatible
as determined by CPVC pipe and fittings manufacturer or compound manufacturer,and ibis
Listed on pipe,fittings or compound manufacturer's chemical compatibility program(i.e
FGG/BM/CZTM System Compatible Program).
L2 SOLVENT CEMENT
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 International for use
with potable water,and approved by the manufacturers.The solvent cements shall be compatible
with their CPVC pipe and fmngs.
. B.Follow manufhcturer's 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 deb an un
dried joint. Sprinider fittings shall be allowed to cure in accordance with the manufacturer's
guidelines and the contractor shall assure the outlets are clear of any excess cement prior to
installing sprinklers.
13 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 rooms of otherwise fight hazard occupancies where the room does not exceed
400 fe,per section 63_6.2 of N FPA 13,2007 Edition.
C.Residential Occupancies up to four stories in height as defined by NFPA 13R.
D. One and two kol1 r dwellings and ma w homes as domed by1 FPA 13D.
E.Air hatollg(plena)spacesas definedby RTC'A 90A.
F.Underground water py re service as deed by NFP.A 24
G.Maximum design temper-r.relpressrrre rating shall not be less than 175 psi at 150°F.
• IL Refer to DI,and FM**(if applir le).
I.Refer to CPVC pipe and fitting n3TFa rers'installation kistructions.
IA QIJAIXIT ONCE
Installer Qualifications:
Contractor Training Certificates for Chlorinated Polyvinyl Chloride(CPVC)Fire Sprinkler
Systems.Fire Sprinkler Contractor must submit to the Ccmracting Officer document an that
lists personnel assigned to project prior to beginning construction who have successfully
completed formal CPVC fi?6 sprinkler systems training conducted by an authorized CPVC
manufacturer's representative.The Contractor Training Certificates shall be specific to the
manufacturer ofthe pipe and fittings.Personuel's training certificates must be current and have
been updated within the past two(2)years.(Note:this training does not imply compliance with
any local or state contractor certification or licensing laws.)
PART 2—PRODUCTS
•
2.0 MATERIAL
The piping systems(pipe and fittings)shall be constructed from materials extruded/molded by
manufacturers using the same compound manufacturer(i.e.BlazeMastere 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 Mississauga,ON L5T 2B6 Phone(905)670-7676 FAX(905)
670-5295
N1BCO INC. 1516 Middlehmy Street Elkhart,IN 46516(574)295 3000 FAX(574)295 3307
Tyco Fire Suppression Sc Building Products 451 N.Cannon Avenue Lansdale,PA 19446(215)
362-0700 FAX(215)362-5385
The Viking Corporation 210 N.Industrial Park Drive cgs,MI 49058(269)945-9501 FAX
(269)945-4495
PART 3—EXECUtION
3.0 SYSTEM DESIGN
A.System design shall be in accordance with standard industry practice for fire sprinkler
systems and the manor's instructions.The design shall take into consideration such
factors as pressure and flow requirements,friction loss,operating temp,support spacing,
joining methods,and thermal expansion and contraction.
B.The fire sprinkler piping system shall be hydraulically"calculated using a 11azen-Wiliiams C
Factor of 150,and designed in accordance with.the Standard for Installation of Sprinkler
•
s•
Systems,NFPA€3.
C.The m.xtinurin design itinpuaturelpressare rating shall not exceed 175 psi at 150°F.
3.1 INSTALLATION FROCDUPES
Installation practices such as pipe support spacing,bracing,allowance for thermal
expansionicontraction,solvent cementing and handling and storage shall be in accordance with
the n,anufac ure€'s instructions and the Di Listing which includes installation bons.
3.2 LIMITATIONS
BlazeMas er&CPVC pipe and fittings are intended for use at amaiimum working pressure of
175 psi at 150°F in accordance with the mane ac rer's instructions and appropriate listing
agencies.
3.3 TECHNICAL DATA
A.APPLICABLE STANDARDS
a.ANSI/NSF Standard 14 Plastic Piping Components and Related Materials
• b.ANSI NSF Standard 61 Drinldng Water System Components—Health Effects
c_ASTM D1784 Specification for Rigid Poly(Vmyl ChlorideXPVC)Compounds and
Chlorinated 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
f.ASTM F438 Specification Socket-Type Chlorinated Poly(Vmyl Chloride)CPVC Plastic Pipe
• Fittings, Schedule 40
g.ASTM F439 Specification ion Socket-Type Chlorinated Poly(Vinyl Chloride) CPVC Plastic Pipe
Fittings, Schedule 84
h.ASTM F442 Specification Chlorinated Poly(Vmyl Chloride)CPVC Plastic Pipe(SDR PR)
i.ASTM F493 Specification far Solvent Cements for Chlorinated Poly(Vinyl Chloride)CPVC
Plastic Pipe and Fittings
j.NFPA 13 Standard for Installation of Sprinkler Systems
k.NFPA 24 Installation of Private Fire Service Mains and Their Appurtenances
1.NFPA 25 Standard for the Inspection,Testing and Maintenance of Water Based Extinguishing
Systems
m..NFPA 13R.Standard for Installation of Sprinklers in.Residential ial Occupancies up to Four
Stories in Height
n.NFPA 13l?Standard for Installation of Sprinkler Systems in One and Two Family Dwellings
o.NFPA 90A Standard for Installation of Air Conditioning and Ventilating Systems
p.UL 1887 Fire Test of Plastic Sprinkler Pipe for Flame and Smoke Characterization
q.UL 1821 Outline of Proposed Investigation for Thermoplastic Sprinkler Pipe and Fittings for
Fire Protection Service
r.Piping compound has a.180°F Hydrostatic Design Basis(1DB)of 1250 psi as listed by the
Plastic Pipe Institute •
s.Fitting compound has a 180°F Hydrostatic Design Basis(BDB)of 1000 psi as listed by the
PIastic Pipe Institute
APPF ICABLE,CODES
a BOCA.,Basic Building and Methanical Codes
b.ICC,International Building and Mechanical Codes
c. ICBO,Uniform Building and Mechanical Codes
d.SBCCJ,Standard Building and Mechanical Codes
e.NBC,National Building Code of Canada
3.4 TESTING
After the system is installed and any solvent cement is cured per the manger's installation
instructions,the systems shall he hydrostatically tested per the requkernents of the applicable.
NFPA Standard(NFPA 13, I3R or I3I3).
3.5 MAMTENANCE
Maintenance shall be in accordance with the Standard for Inspection,Testing and Maintenance
of Water Based Extinguishing Systems as defined by NFPA 25.
3.6 WARRANTY
Consult the manufacturer for 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
BlazMastei)CPVC pipe and fittings. •
**As manufactured by Harvel,IPEX,NIBCO,Tyco Fire Suppression&Building Products,and
The Viking Corporation
August MO
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- i . i SPECIRCATIONS
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nutates on its ov,in ball,guided.hy-a.thrust intent:A chive magnet transmits Model 120 Disr Series Meter
.• the motion of th.ft disc ma ollOviet MagneI lotated within the permanently • - .
Typical Operating Range' 2.5...120.gpm(057...27 1113/h r)
• sealed register. •e follow4-magne, tistbnieCted to the register gear train. •'
(100%11.-5V
The gear train red ikes the diseMttliticinsi--1,-irolume-tote I ization units .. . _
"T-'- r Lowcrovi Win.95941 1.25 g pen(0.211mVhd
displayed.on the register oi enodefface. •, , ;
. . hiaximihn Continuous Ere g'pm(143&Ad
I • • I • i
°pawing PerfOrmarice:The.Rdcordall 12i5c Series Meters meet or exceed -Opeiation
regritration accuMcy fortKe law llow.ratesi9V6),no#at operating flow Prectaire Loss at Maximum 4.8 psi at 80 gpm
rates(100±1.5%),and makimum tont:frit:ow-Opera*flow rates as Contintious Op eratlun (0.33 bar at 18 Whir) •
specifically stated In AWWA Stlaardt700:1 : ! Maxitnum Operating 80°F(2Ft)
i . .
Conitruction:Recordall Disc rrieter-copstr*tiOn,which compiles with Temperature
ANSI/AWWA starsdarti CAC,coiLlsts of tfire haslecdmponents:meter Maxirritnit Operating 150 psi(10 bar)
htiusing,measuring cbamher and,pernrirlithtly sealed register.The water
. meter Is availa him in a lead-free'plentAiloyl with extdmaily-lhreaded Measuring Element Nutatingclisc,PositiVe diviacement
spuds.A corraiiori-resisizint engiOared•polyrder matIlrial is used for the Meter Connections 1-1/2"AWWA two•bolt elliptical flange,
measuring chamber. . -. - • , drilled or
• .1-1/2.-11-1/2 NP'T internal pipe-threads _.
Ailagnetit Drive:Ditect ma ldrii gnet:O e,0644 the the of high-strength
Test Plugs -1"NPT-testplug•ITP)available on elliptical
magnets,provides positive.reliable and deriericiabiekegister coupling for
icmg and short\rerslom
straight-reading dr AM R/AMI Meter readingloptions.1. _
i. -.. ; • i
Tamper-Proof Features:tineuttrisitgdre-111-FOlofthF register or encoder Materials .
is Inhibited by the Option oca tarnperdetechon seal Wire screw,TORX• '
omper-resistant ida1 screwar the propiietAr:timpe. 4reSistant keyed seal 1 Meter Housing 'lead-free bronze alloy _
- - screw.Each can be installed at th q'reseter SO oi.at thectory. Housing Bottom Plates Lead-free brome alloy
. ---. •
Maintenance:Badger Meter lic.didanDist-?edes rneers are designed and -measuring Chamber Engineered polymer
manufactured to Provide iong-tenn•seivtce with miniiria I maintenance. Disc. Engineered polymer
When maintenance is requited;it On be'perroirned easily either at the meter Trim Stainless steel
installation o r at any other convenieritiocat*mi l - Strainer En girreered pokrner
i • DIscSoindle Stainless stet
TO simplify maintInano the regi5ter,rileasttringt haMtier,and strainer can •
Magnet• _
Ceramic • .
' be replaced without removing th4 meter hoissrrig froth the installation. _
No change gears are required rPr.#ccurary 61i6TatioN'Interchangeability -magnet Spindle Stairilesi steel .
of parts among like-sized meter's-aistimlnirnizes spate.parts inventory Register lid and Shroud Engineered polymeribronze
investment The built-in strainer:has an effecdve strairt,Ing area of twice the
inlet size. .
' Connections:TailPieces/Linlonsr for insta IlatiOns of meters on various pipe
types and sizes,including misaligied•pipm, re avaiiatile as an option.
. . .' .
. . •. .
. .
. .
. .
' .. .
. . :
:
I i
. .-
. .
lq.O.M-DS-00071TEN-051M42013) : • Product Data Sheet
. .
. , •
' T
•
D ilY•C VEONS •
Meter I A B C Approx.
Meter Size Laying Height CenterlineShipping
e� Model
Width 5hi i
Length RegJRTR Base' Weight
•
# 1-1/2' 120 EL,Hex 12-5/8" T 2-3/8' 8-3/4" 191b
B (40mm) 120 EL,TP (321mm) (178mm) (60mm) (222mm) (&6 kg)
ar
1-1/2' i20ELL 13' 7' 2-3/8" 8-3/4" • 19(b
•
to (40mm) 120 ELL,TP (330mm) (178mm) (60mm) •(222MIA) ( __
Di real ELL=9ipticalLong h'x•Hexagon,I-1/2...11-12`Np1 1P Test
r pt Tnrr-,ad Must'
•
•
REGISTERS/ENCODERS
Standard—Sweep-Hand Registr'Ohm
The standard registeres a straight-reading,pernianntly seared magnetic drive
The register has a six-pdnmeteewhee]totalzatldn dispiat.360'test circle with center sweep hand,and flow finirt,.moisture, der to detect le and lens atks.ng Regissttergeaeng is bated_f
self-lubricating engine ered polymer.►vhlch minfrrllies friction and provides long life.The multi-position register simplifies meter'installation and reading.The
:register capacity is 10,000,000 gallons(1,000,00¢f 100,o'.00 ma).
t r lst!
`'' .-0 h•!.,, .'`ll5calir 116,4, , ,,,,11,,`11,0 t�s]vr/r�r 1p.
S'e• ~s : �r_g i '"__a,2s Meter Gallon cubic Cubic
,.r4 Gadle o • '• '" t3 , -�'•'•I�• Model Feet Meter
. s`:8 t +7 r �: � ' m$ Oaf
�, Bryn 40,.+ %�8 Is,...' ...F Ay+r" ��` 120 100 10 1/0.1
,slier, Hill' #'414 IItilt•• . '%I!,l11.1'''''1
Optionai—Encoders for AMR/AMI Reading Sr lutions
AMit/Arvli solutions are available for aItReovrdall DiscSeries meters.All reading options can berernoved from the meter without disrupting water service
iadger Meter encoders provide years Of ieTFableAdurate readings fora variety of applications and are also available pre-wired to Badger Meter approved
AMR/AMJ solutions See details at wslinkbadgerifiefer.coni.
PRESSURE LOSSICHART ACCURACY CHART
3aie of Flow in Gallons per Mlnlite Rate of Flow in Gallons per Minute
10 ' Re
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•
Rfordati is a registered trademark of Badger Metec.lnt phi traderilar'!ts appearing in this document are the Prapertyoftheir respective entities,
D,le to continuous research,product improirementsaridetdanc me ,BadgerMeterreservesthetighttochangepraductorsystemspecificationswithoutnotice,ex
ea tent an outstanding cnntractuat oblkjatiatt xlsls,0 2013 Badger Meter,Inc.Ali rights reserved. t eptto the
www.badgermeter.com _
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Le9acYdocumentNumber RD•T--1-112
L
.„ SASH SERIES
-� ' ER, 3 • r SPRINKLER ALARM STROBE
- 0 The Symbol of Protection HORN/SIGN COMBINATION
��� UL Listed Strobe Horn
RKOR'_ 1 Dimensions: 9-1/411 h x 10"w x 4"d
FiK'-k_ Pti Voltages Available: SASH-24(24VDC)
Y; z SASH-120(120VAC)
Environment: Indoor or Outdoor use
ii, VireaEherpraof backbox is included with
.. both models
'." Termination: Separate terminals for horn and strobe
I:':M1S, .'• Finish: Red with white lettering
Ir-• I-:- SASH-24 Stock Na.1000555
F�.F,E -� SASH-120 Stock No.1000560
The SASH series is amuititone horn/strobe combination designed for use as an audio visual indication for autonnntic sprinkler 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 TypicalAnacboic dBAat 10 ft.
Tone Amps at 24V DC Amps at 115VAC •At Nominal Input Voltage
HI I STD �HI STD HI STD
-
Horn 0.038 0.024 0.050 0.040 99 93
L _
Bell 0.019 0.012 0.040 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
4 Siren 0.034 0.022 0.045 0.040 98 93
Hi/Lo 0.020 0.013 0.041 0.039 93 88
Strobe Candella 75 15
_
Strobe Current(If the strobe and audible operate on the same 0.102 0.060
circuit,add the strobe current to the tone current)
Wiring Information
SASH 24 -
STROBE AND HORN
POWERED BY'ME + �+ STE.- AUD-
SAMECRCUTT �_ \\ rlrr
+ SIR - + AUD-
SASR-24 - /!
STROBE AND HORN
POWERED FROMSEPA- + -
RATE(9Rcurr
CONTACTS CLOSE
ONALARM
SASH-120 H / Al
OPERATED BY wATERFI.OW 'S�
..;.i FiFir n SwrrCR SWUM' JJJ STR L !/H AUD L
N
DWGS 1076.1
Potter EIectric Signal Company,LLC•2081 CraigRoad,St.Louis,MO,63146-4161•Phone:800-325-3936/Canada 888-882-1833•www.pottersignaL•com
PRINTED IN USA MFG.#5401076-REV H PAGE 1 OF 1
5/08
k,-. �y, ,, •7F. ': g �?��,I- Yis=:= s 1:g r - . Fr.tea; _., a•- -z c
Ng-ca.,.:�.#76-•f�_ •44,: . :.•�''� � e�•�ti s:,:,`'[�z�S-r �i�7�.^,:._- �' { lx:• ;�.- 7..�1.`'=�,#:-r�'?='- ?;�rys;`-•�, 'F.
. - — - Jar l -_ - - _ ].�_����y'S - •. - FSi5TEM
- - - . -Svsa!
ow
0
•
Models Available
WFDT Waterflow Detector = Y w ?4-f -P.
WFDTA Waterflow Detector -4' e ¢ 1� �"`LLB -R'S; 111FC]T�1R waterf[Ow paw.0r
(ULC/Canadian) - ...- = - _� - _ ' _ _. c�t '_
•
WFDTNR Waterflow Detector - - = "
(non retard) _ =__ •. '
Replacement Parts •
A77-0102 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 <•=l; •y� '•I •-••:_.
s mow_ Et.(:- _
� '•
WFDW Cover Wrench ��' �=-== =-::::-::,.':" -- __ _
z' -
WFDN4 NEMA4 Gasket Kit ' -'1- r�;• A.:, rAte_ z; Y -'._v• :.
C58-164-01 Metal Cover i; ,kT = 'u
c - .-vaill,:t.6-,1,----ift---,-,.r.:4?-: :--:'--.
Product Overview
Sealed retard mechanism (Model WFDT) System Sensor WFDT Retard and WFDTNR Non-Retard TTap Waterflow Detectors are
assures that the retard is not contami- designed for primary signaling in residential systems and branch line signaling in
nated by dust and dirt when the cover is larger systems. Both models fit any tee that has a 1" NPT branch,including:1",
removed 13/4" and 11/2"NPT threaded ferrous and brass tees; 1",We, 11/2" and 2" copper
sweat tees; Central,Spears®, and Victaulic®brand 1" CPVC tees;and 11" polybuty-
Visual Switch Activation (Model WFDT) lene tees.
permits installer to accurately set the
retard even under extremely Design. The design of the WFDT and WFDTNR makes them easy to install and
noisy conditions 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.
100%Synchronization activates both The retard mechanism (Model WFDT only) and switch assemblies are field-
alarm panel and local bell simultaneously replaceable.
Accommodates up to 12 AWG wire Features.Nine different flexible plastic paddles fit 1", 1t ", 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
(1;) MEA simplify field maintenance.Dual SPDT switches are enclosed in a durable termi-
LISTED ® l'L „ r approved nal block for added strength.
- S.' _ _ _ �Y•'. _ -_ -•ram.:w•-L.��'.i':.- -_��� _ _ - - t.:.r' S.� _ _ _ -_ - __
.t,i•• :;;x•- .;� - - -�, y:•: ,� ,� :-ram - ::P-•• _ _ - _ f.,._..r.�-���..
� ,�iL o _ - '�.�,c�E?��.'" a�:- . .z:x=ix?a.�._�'�: �;>. _..�fa�._•,.,:w... ,�-� �, �a. - .�-s - �. `=fix".;ar•.:�
v.a SI _ L, ,-'••y K, isA :.:. 1v 4__.., y: Rr,R_ _.3ilaF ;lax _ zs - LLys�.r.g:
i .- n-� � -� .�-�- ..^,_ ,1. .�.��^_ =•ir;�__=.r �.:,�.r,a�.+:;K,=.f:��'"� x�s�w�-n,� �,���. - •�}. `;,�' .Yin- - �-
•r. -.= fi^ u-tfOie '�' tale fa; '2740; .§ K r" sP-Vie - $-- �66.*73
tee.... '.- - ct:. ram. G-?a (= x:..�Y,12. ? -,r_- 'k.
Lea d-Free* Check FUy.,•�p
��Ra� � il
4(e 11i - Nth Acatien
Horizontal Swing • Regrinding Type • Y Pattern • Renewable Seat and Disc • w•,,...•= Resistant
Dimensions &Workmanship Conform to MSS SP-80 • Silicon Performance Bronze' Alloy • NSF/ANSI 372
NSF/ANSI-61-8 Commercial Hot 180°F(includes Annex F and G)and NSF/ANSI-372 '=,-
. I/P/TJ�,�- ..
,f 254
Size Range: 1/2"-2" _:: _ 1;vQrFomty
Pressure Rating:200 PSI CWP
Maximum Temperature:300° F� =- = 14
Lead-Free* marking: - _ {`=
Double oval in body casting '�! _
T 413-Y LF - _
MATERIAL LIST Threaded
PART SPECIFICATION
1. Bonnet Silicon Bronze ASTM B584 Alloy co8785 S-413-Y-LF
2. Body Silicon Bronze ASTM B584 Alloy C87850 Solder
3. Hinge Pin 316SS or 304SS
4. Disc Hanger Silicon Bronze ASTM B584 Alloy C878501�
5. Hanger Nut 316SS or 304SS �a
6. Disc Holder Silicon Bronze ASTM B283 Alloy C69300 0 fig` `,
7. Seat Disc PIPE
8. Seat Disc Nut 304SS or 416SS �� ,
9. Hinge Pin PlugSilicon Bronze ASTM 8283 Alloy C69300 I. ip
l;I `' , f 1ilb
*10. Scat Disc Washer 304SS or 316SS k "'"
*Sizes'/a /a,1",1� ',11F1 .
and 7'only. '�r� '
TNPT x N 413-YPT LF
•
DIMENSIONS-WEIGHTS-QUANTITIES
Dimensions
Size A a _ C T-413-LF S-4134I.F ,��l4� � I1�
Me.ter
fit
In. mm. In. mm. in, mrn. In. mm. Lbs. Kg. Lbs, Kq._ Ctn.niy, w.�.. i
1/a 15 2.44 62 1.69 43 1.50 38 0.55 025 0.55 0.25 50 i�.S
Vs 20 294 75 1.88 48 1.88 48 0,90 0.41 0.88 0.40 50 `t13,
.r."' ��:M*i ,.non.
1 25 3.56 90 2-31 59 2.25 57 1.46 0.66 1.48 0.67 30 4 �-y�..
114 32 4.19 106 2.69 68 2.75 70 2.17 0.89 2.22 1.01 20 140,
1'/z 40 4.5a 114 2.94 75 1.13 79 2.95 1.34 3.00 1.36 10 _4,00.010..Ak„ic ori1/4 .,„
2 50 525 133 3.94 100 3.75 95 4.79 2.17 4.87 2.21 10
C
S-413-Y LF
CxC
NIBCO check valves may be installed in both horizontal and
vertical lines with upward flow or in any intermediate position.
They will operate satisfactorily in a declining plane(no more
than 151.
Warning-Not for use in Gaseous Service.
♦ Maximum temperature based upon the mechanical properties of the alloy(s)used for the pressure vessel at elevated temperature.(Reference NIBCO INC.white paper Wp-LF-pAC-1o12,
'Lead Free refestuthewettad surface of pipe,fiittings and fixtures in potablewater systems that►tays aweighted average lead content s025%perthe Safe Drinking Water Act(Sec.1417)amended 1-4-2011
and atherequivalcrdstate regulations.
NIBCO INC.WORLD HEADQUARTERS•1516 MIDOLEBURY ST.•ELKHART,IN 46516.4740•USA•PH:1.800234.0227 44
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SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2
DATE: 8/28/2017 C:\HASS DATA\CORONELMADEROONEWONEHDDFF.SDF
JOB TITLE:
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SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3
DATE: 8/28/2017 C:\HASS DATA\CORONELMADEROONEWONEHDDFF.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 64.5 36.0 26.0 38.0 25.0 28.2
AGGREGATE FLOW ANALYSIS:
TOTAL FLOW AT SOURCE 25.0 GPM
TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM
OTHER HOSE STREAM ALLOWANCES 5.0 GPM
TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 20.0 GPM
NODE ANALYSIS DATA
NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES
(FT) (PSI) (GPM)
1 9.0 - - - - 17 5 - - --
2 9.0 - - - - 17.5 - - -
3 9.0 - - - 17.6 - - -
3A 9.0 - - - 17.5
4 9.0 - - - -- 18.0 - - -
4A 9.0 K= 4.90 16.7 20.0
5 9.0 - - - - 17.4 - - -
5A 9.0 - - - - 17.4 - -
TOR 9.0 - - - - 18.7 - -
CV1 5.0 - - - - 20.7 - - -
CV2 4.5 - - - - 21.5 - - -
BOR 0.0 HOSE STREAM 23.8 5.0
SOURCE 0.0 SOURCE 28.2 25.0
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4
DATE: 8/28/2017 C:\HASS DATA\CORONELMADEROONEWONEHDDFF.SDF
JOB TITLE:
NFPA3 PIPE DATA
Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt)
To Node El (ft) PT (q) Node/ Nom ID Eq.Ln_ F (Pe) Notes
Frm Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf)
Pipe: 1 0.0 0.0 12.66 150 17.5
. 1 9.0 17.5 2.2 5A 1.000 ---- 0.00 0.0
2 9.0 17.5 2.2 1.101 12.66 0.001 0.0
Pipe: 2 0.0 0.0 29.50 150 17.5
2 9.0 17.5 2.2 1 1.000 E: 2.5 2.50 0.0
3A 9.0 17.5 2.2 1.101 32.00 0.001 0.0
Pipe: 3 0.0 2.8 5A 5.50 150 17.5
3A 9.0 17.5 2.2 2 1.000 ---- 0.00 0.0
3 9.0 17.6 5.0 1.101 5.50 0.005 0.0
Pipe: 4 0.0 3.6 5 23.00 150 17.6
3 9.0 17.6 5.0 3A 1.000 E: 2.5 8.50 0.0
4 9.0 18.0 8.6 1.101 T; 6.0 31.50 0.014 0.5
Pipe: 5 4.90 20.0 Disch 44.25 150 16.7
4A 9.0 16.7 -11.4 4 1.000 3E: 7.5 7.50 0.0
5 9.0 17.4 8.6 1.101 51.75 0.014 0.7
Pipe: 6 4.90 20.0 Disch 45.16 150 16.7
4A 9.0 16.7 -8. 6 5 1.000 2E: 5.0 11.00 0.0
4 9.0 18.0 11.4 1.101 T: 6.0 56.16 0.024 1.3
Pipe: 7 0.0 8.6 4A 5.50 150 17.4
5 9.0 17.4 -3. 6 3 1.000 ---- 0.00 0.0
5A 9.0 17.4 5.0 1.101 5.50 0.005 0.0
Pipe: 8 0.0 5.0 5 27.75 150 17.4
5A 9.0 17.4 -2.8 3A 1.000 E: 2.5 8.50 0.0
1 9.0 17.5 2.2 1.101 T: 6.0 36.25 0.001 0.0
Pipe: 9 0.0 5.0 5 45.00 150 17.4
5A 9.0 17.4 -2.2 1 1.000 T: 6.0 6.00 0_0
3A 9.0 17.5 2, 8 1.101 51.00 0.002 0.1
Pipe: 10 0.0 8. 6 4A 45.00 150 17.4
5 9.0 17.4 -5.0 5A 1.000 T: 6.0 6.00 0.0
3 9.0 17. 6 3. 6 1.101 51.00 0.003 0.1
Pipe: 11 0.0 11.4 4A 5.0 5.16 150 18.0
4 9.0 18.0 8.6 3 1.000 5.00 0.0
TOR 9.0 18.7 20.0 1.101 10.16 0.068 0.7
Pipe: 12 0.0 0.0 4.00 150 18.7
TOR 9.0 18.7 20.0 4 1.000 ---- 0.00 1.7
CV1 5.0 20.7 20.0 1.101 4.00 0.068 0.3
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5
DATE: 8/28/2017 C:\HASS DATA\CORONELMADEROONEWONEHDDFF.SDF
JOB TITLE:
Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt)
To Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes
Frm Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf)
Pipe: 13 0.0 0.0 0.50 150 20.7
CV1 5.0 20.7 20.0 TOR 1.000 C: 8.0 8.00 0.2
CV2 4.5 21.5 20.0 1.101 8.50 0.068 0.6
Pipe: 14 0.0 0.0 4.50 150 21.5
CV2 4.5 21.5 20.0 CV1 1.000 ---- 0.00 1.9
BOR 0.0 23.8 20.0 1.101 4.50 0.068 0.3
Pipe: 15 H.S. 5.0 Disch 43.00 150 23.8
BOR 0.0 23.8 20.0 CV2 1.000 ---- 0.00 0.0
SOURCE 0.0 28.2 25:0 1.101 43.00 0.103 4.4
NOTES (HASS) :
(1) Calculations were performed by the HASS 8.7 computer program
in accordance with NFPA13 (2017)
under license no. 38111950 granted by
HRS Systems, Inc.
208 Southside Square
Petersburg, TN 37144
(931) 659-9760
(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 0.005 gpm.
(3) Total pressure at each node is used in balancing the system.
Maximum water velocity is 8.4 ft/sec at pipe 15.
(4) Items listed in bold print on the cover sheet
are automatically transferred from the calculation report.
(5) Available pressure at source node SOURCE under full flow conditions is
33.52 psi with a flow of 27.23 gpm.
(6) PIPE FITTINGS TABLE
Pipe Table Name: STANDARD_PIP
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6
DATE: 8/28/2017 C:\HASS DATA\CORONELMADEROONEWONEHDDFF.SDF
JOB TITLE:
PAGE: F MATERIAL: CPVC HWC: 150
Diameter Equivalent Fitting Lengths in Feet
(in) F E T R K C G
F45 El Tee RunT Kplg ChkV1v Gate
1.101 1.40 2.50 6.00 1.70 1.00 8.00 0.40
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SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2
DATE: 8/28/2017 C:\HASS DATA\CORONELMADERONEWTWOHDDFF.SDF
JOB TITLE:
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SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3
DATE: 8/28/2017 C:\HASS DATA\CORONELMADERONEWTWOHDDFF.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 64.5 36.0 26.0 38.0 25.0 23.0
AGGREGATE FLOW ANALYSIS:
TOTAL FLOW AT SOURCE 25.0 GPM
TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM
OTHER HOSE STREAM ALLOWANCES 5.0 GPM
TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 20.0 GPM
NODE ANALYSIS DATA
NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES
(FT) (PSI) (GPM)
1 9.0 K= 3.00 11.1 10.0
2 9.0 K= 3.00 11.1 10.0
3 9.0 - - - - 11.9 - - -
3A 9.0 - - - - 11.8 - - -
4 9.0 - - - - 12.9 - - -
4A 9.0 - - - - 12.3 - - -
5 9.0 - - - - 11.8 - - -
5A 9.0 - - - - 11.7 - - -
TOR 9.0 - - - - 13.5 - -
CV1 5.0 - - - - 15.6 - - -
CV2 4.5 - - - - 16.3 - - -
BOR 0.0 HOSE STREAM 18.6 5.0
SOURCE 0.0 SOURCE 23.0 25.0
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4
DATE: 8/28/2017 C:\HASS DATA\CORONELMADERONEWTWOHDDFF.SDF
JOB TITLE:
NFPA3 PIPE DATA
Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt)
To Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes
Frm Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf)
Pipe: 1 3.00 10.0 Disch 12.66 150 11.1
1 9.0 11.1 -9.6 1.000 ---- 0.00 0.0
2 9.0 11.1 0.4 1.101 12.66 0.000 0.0
Pipe: 2 3.00 10.0 Disch 29.50 150 11.1
2 9.0 11.1 0.4 1 1.000 E: 2.5 2.50 0.0
3A 9.0 11.8 10.4 1.101 32.00 0.020 0.6
Pipe: 3 0.0 0.7 5A 5.50 150 11.8
3A 9.0 11.8 10.4 2 1.000 ---- 0.00 0.0
3 9.0 11.9 11.1 1.101 5.50 0.023 0.1
Pipe: 4 0.0 2.0 5 23.00 150 11.9
3 9.0 11.9 11.1 3A 1.000 E: 2.5 8.50 0.0
4 9.0 12.9 13.1 1.101 T: 6.0 31.50 0.031 1.0
Pipe: 5 0.0 8.9 5A 44.25 150 11.8
5 9.0 11.8 -2.0 3 1.000 3E: 7.5 7.50 0.0
4A 9.0 12.3 6.9 1.101 51.75 0.010 0.5
Pipe: 6 0.0 0.0 45.16 150 12.3
4A 9.0 12.3 6.9 5 1.000 2E: 5.0 11.00 0.0
4 9.0 12.9 6.9 1.101 T: 6.0 56.16 0.010 0.5
Pipe: 7 0.0 9.6 1 5.50 150 11.7
5A 9.0 11.7 -0.7 3A 1.000 ---- 0.00 0.0
5 9.0 11.8 8.9 1.101 5.50 0.015 0.1
Pipe: 8 3.00 10.0 Disch 27.75 150 11.1
1 9.0 11.1 -0.4 1.000 E: 2.5 8.50 0.0
5A 9.0 11.7 9. 6 1.101 T: 6.0 36.25 0.018 0.6
Pipe: 9 0.0 9.6 1 45.00 150 11.7
5A 9.0 11.7 -8.9 5 1.000 T: 6.0 6.00 0.0
3A 9.0 11.8 0.7 1.101 51.00 0.000 0.0
Pipe: 10 0.0 8.9 5A 45.00 150 11.8
5 9.0 11.8 -6.9 4A 1.000 T: 6.0 6.00 0.0
3 9.0 11.9 2.0 1.101 51.00 0.001 0.0
Pipe: 11 0.0 6.9 4A 5.0 5.16 150 12.9
4 9.0 12.9 13.1 3 1.000 5.00 0.0
TOR 9.0 13.5 20.0 1.101 10.16 0.068 0.7
Pipe: 12 0.0 0.0 4.00 150 13.5
TOR 9.0 13.5 20.0 4 1.000 ---- 0.00 1.7
CV1 5.0 15.6 20.0 1.101 4.00 0.068 0.3
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5
DATE: 8/28/2017 C:\HASS DATA\CORONELMADERONEWTWOHDDFF.SDF
JOB TITLE:
Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt)
To Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (•Pe) Notes
Frm Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf)
Pipe: 13 0.0 0.0 0.50 150 15.6
CV1 5.0 15.6 20.0 TOR 1.000 C: 8.0 8.00 0.2
CV2 4.5 16.3 20.0 1.101 8.50 0.068 0.6
Pipe: 14 0.0 0.0 4.50 150 16.3
CV2 4.5 16.3 20.0 CV1 1.000 ---- 0.00 1.9
BOR 0.0 18.6 20.0 1.101 4.50 0.068 0.3
Pipe: 15 H.S. 5.0 Disch 43.00 150 18.6
BOR 0.0 18.6 20;0 CV2 1.000 ---- 0.00 0.0
SOURCE 0.0 23.0 25.0 1.101 43.00 0.103 4.4
NOTES (HASS) :
(1) Calculations were performed by the HASS 8.7 computer program
in accordance with NFPA13 (2017)
under license no. 38111950 granted by
HRS Systems, Inc.
208 Southside Square
Petersburg, TN 37144
(931) 659-9760
(2) The system has been calculated to provide an average
imbalance at each node of 0.009 gpm and a maximum
imbalance at any node of 0.113 gpm.
(3) Total pressure at each node is used in balancing the system.
Maximum water velocity is 8.4 ft/sec at pipe 15.
(4) Items listed in bold print on the cover sheet
are automatically transferred from the calculation report.
(5) Available pressure at source node SOURCE under full flow conditions is
30.22 psi with a flow of 28.76 gpm.
(6) PIPE FITTINGS TABLE
Pipe Table Name: STANDARD.PIP
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6
DATE: 8/28/2017 C:\HASS DATA\CORONELMADERONEWTWOHDDFF.SDF
JOB TITLE:
PAGE: F MATERIAL: CPVC HWC: 150
Diameter Equivalent Fitting Lengths in Feet
(in) F E T R K C G
F45 El Tee RunT Kplg ChkV1v Gate
1.101 1.40 2.50 6.00 1.70 1.00 8.00 0.40
viATJE Residential Connection Charge Estimate
v .? June 21, 2017 _
Customer Name: • Joet.D. Feistier Phone No. (760) 578-3446
Parcel No.,.. : 773-242-p02 .` : Geo. 06-06-12-2
Address: 52230 Avenida Madero, La Quints LID; 683574 Block No,
Lot No. - 2 Size of Lot: 4,792 5 . ft. Tract No, SANTA CARMELETA
Type of Service: It_i;.:-U Duplex: Ej Triplex: Ap ts:0SWSC: $ 1,343.9$:.. Acres: 0.n. SWSC: $12,218.00
/acre
WSBFC: $ � 3,707;00
scc $ 4g5�;D0 .
, Treatment: $2,436/edu Collection: $2,415/edu
-
Meter: • Meter Size: 3/4 inch
Meter surcharge: $... • Service Size: 1 inch
Service: •
Meter&Service:. Abandon:
Backflow• .$. -
Other: .5- -. Per Dwg,16252 a 1"srvc exists Dwg.No.18010 a 4"swr lat
Sewel Lateral: � 4 r yY ti exists.Santa Carmelite was part of a Capital Improvement
' "` `-. Program,the services were installed,but requires to be paid
Total: $ 13,501.98 for when a customer requests a meter.PZ 17- 63
Technician:Ruberi A1tt[ 1 ;;r- ;r --. -Fees Approved:by Date:. • A I
11
Information Supplied By Customer CVWD SystemData
Domestic Water Demand* opRO ►i on**
Ire
Max.Flow= 15 p COUfl 1 rstia
�zx_t�• ersid � dire ow*= Z6 gpm
Min.Pressure= 45 sl- d.;;, o e D e Pressure}=
Fire Sprinkler Demand y; a esrn9er s does no,.
ittyssure=
Max.Flower - _�F ncoval off a diet►an,o of Tde 24 or 36.t1 -. p51:.
26" -:- w tine uirement5
Min.Pressure= 30 '- .bon of any Constructron shation pol until
Spssi ;.. . ordinances far lnsp Meter Size =
System Type: 2 = ib y the ire 00w-illi''.• 3/4. inch
a.. Service Size= 1 inch
Multi Stand Alone 1 Prior to Pressure Regulating Valve
**For Calculation Purposes-Service Connection Includes:
*CVWD USES WORST CASE CONDITION Service Connection Pipe=50',Meter Stop,Meter,Check Valve&Shut Off valve
Calculations: G_ -- -.•;':'r-::3) ="METER 1 "SERVICE
Pz= Lower.La Quints - t4? G'e$,y1a
HGL= 235 YhA...0 \\.- �1� 1-,.. D.90 60 p51
RES.#- 56301 ,� t� Z
etr,= ua
RES./HT= 32 x 0 C'i. S? �nT 17,55CI Pp- " Q
PROP. ELEV,= 102• "xP'e$ f 36.05 > 30 psi W z a
r ;Vr-. -----. 26.00 GPM o 5 0
Psis OK �i, r,. W
l ' ilt.\ / OK to provide service g,., O
TRY: .ire 5 ankle D mend: ..:: ` ,`;.a-Or'.....-,'.-- c' G la
0
I __ P --.,_. Appoved by; Date: Gil J G
The meter sizing is for plan check purposes only.The Liftiift�tii�espansIbiiity resides with the Engineer-of-Record for the project. _ = O E
LIJ Q g
0
e0
siA .-c,,, City of La Quinta
n`., i Design and Development Department
' 78-495 Calle Tampico
a _ La Quints,CA 92253
se `1 Telephone: (760)777-7125 Fax:(760)777-1233 D iii
cis,of 10.9 www.la-quinta.org
,,,,,,ce
L.,,,...
Riverside County Fire Department AUG 2 8.2017
Riverside Office -
.•�" `"v. 2300 Market Street,Ste.150
Riverside,CA 92501 CITY OF LA QUINTA
(951)955 4777 DESIGN AND DEVELOPMENT_DEPARTMENT-
FIRE REVIEW APPLICATION 0 NEW 0 TENANT IMPROVEMENT PERMIT NO.fS<<S201 OSC
PROJECT INFORMATION {Please Print)
Project Name: 0_5PSign: 1?-40(i 4 Z - *,z ._,,Ze
Site Address: 5-8 -3D 4v'f, �b ilikeziefD Print: f 2 ^Ay 4 j/'tom
City & Zip: / iQ, C' (
• 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
contracted arrangement and shall comply with County Fire Department directions.
APPLICANT/CONTACT INFORMATION BILLING INFORMATION: same as Applicant info
Applicant Name: ,,)
Contact Person: elija. 426 70 / 7 Bill To:
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Mailing Address: ,a 6, 1_, 4� yyt /0e'-'?' Mailing Address:
1 City&Zip: M7/ 4o // '// City&Zip:
Phone Number: 175I-4 . / Fax: .. 1.14?, 067 Phone Number: Fax:
Email: (Mu(2.I7/,j4%,-%-'CII7 L_ Email:
The person listed on"Billing Information"will receive ALL billing,correspondence and refunds for any work billed to this permit. Any
changes in 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 STORAGE TANKS
TI-1-9 HEADS NO FEE 0 DISPENSERS ONLY $217
TI-10+HEADS $619 0 ABOVE GROUND-1" TANK $217
❑ RESIDENTIAL-TRACT HOME-MODELS $619 0 ABOVE GROUND-EACH ADDITIONAL $32
❑ RESIDENTIAL-EACH ADDITIONAL UNIT $126 EA 0 UNDER GROUND $217
op, RESIDENTIAL-CUSTOM HOME $619 MISC
'`FIRE ALARM SYSTEM 0 HAZMAT $589
❑ COMMERCIAL-SPRINKLER MONITORING $192 0 HIGH PILE RACK STORAGE $353
❑ COMMERCIAL-FIRE ALARM SYSTEM $632 0 NEW COMMERCIAL-UNDERGROUND $701
WATER
SUPRESSION SYSTEM 0 FIRE FLOW REPORT $178
❑ HOOD&DUCT $215 0 TECHNICAL REPORT RESEARCH $589
❑ SPRAY BOOTH $215 0 SPECIAL INSPECTION $126
❑ CELL SITE $215 0 ITEMS NOT LISTED ARE ON A SLIDING $197
❑ OTHER SUPRESSION SYSTEM $215 SCALE STARTING AT
These are Deposit Based Fees. There may be additional money due prior to or after project final.