FSS2022-0207ADDITIONAL SITES
CHRONOLOGY
CONTACTS
NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL
APPLICANT SHASTA FIRE PROTECTION INC 72120 NORTHSHORE ST
#C
THOUSAND
PALMS
CA 92276 (760)404-1350 jpaulus@shastafire.co
m
CONTRACTOR SHASTA FIRE PROTECTION INC 72120 NORTHSHORE ST
#C
THOUSAND
PALMS
CA 92276 (760)404-1350 jpaulus@shastafire.co
m
OWNER EDWIN N HOMER 78880 CABRILLO WAY LA QUINTA CA 92253 (760)404-1350 ?
CONDITIONS
Description: DESIGN & INSTALL AN AUTO FIRE SPKR SYSTEM IN NEW BARN
Type: FIRE SPRINKLER (WEB)Subtype: RESIDENTIAL - CUSTOM
HOMES
Status: ISSUED Applied: 5/20/2022 ECON
Parcel No: 777040014 Site Address: 80775 VISTA BONITA TRAIL LA QUINTA,CA 92253 Approved: 12/5/2022 KHET
Subdivision: TR 21176 Block: Lot: 14 Issued: 3/20/2023 ONLINE
Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled:
Valuation: $6,500.00 Occupancy Type: Construction Type: Expired: 9/18/2023 KHET
No. Buildings: 0 No. Stories: 0 No. Unites: 0
Details:
FINANCIAL INFORMATION
Printed: Thursday, April 13, 2023 2:05:07 PM 1 of 5
Permit Details
City of La Quinta
PERMIT NUMBER
FSS2022-0207
INSPECTIONS
SEQID INSPECTION TYPE INSPECTOR SCHEDULED
DATE
COMPLETED
DATE
RESULT REMARKS NOTES
OVERHEAD ROUGH
PIPING
LRO 3/14/2023 3/14/2023 CANCELED Fee's apply, no show.
OVERHEAD HYRO LRO 3/14/2023 3/14/2023 CANCELED Fee's apply, no show.
OVERHEAD HYRO KHET 3/22/2023 3/22/2023 APPROVED
OVERHEAD ROUGH
PIPING
KHET 3/22/2023 3/22/2023 APPROVED
DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD
BY
FIRE FAILED OR
ADDITIONAL FIELD
INSPECTIONS
(EXCESSIVE) EACH
101-0000-42421 0 $175.00 $175.00 3/20/23 WEB14677 835979728 CREDIT 476633 ECON
FIRE PLAN REVISION
SUBMITTALS 101-0000-42420 0 $175.00 $175.00 2/21/23 WEB14424 819443250 CREDIT 476633 ECON
FIRE SPRINKLER
SYSTEMS - SINGLE
FAMILY DETACHED
101-0000-42421 0 $167.00 $167.00 12/5/22 WEB13759 765248898 CREDIT 476633 ECON
FIRE SPRINKLER
SYSTEMS - SINGLE
FAMILY DETACHED PC
101-0000-42420 0 $250.00 $250.00 12/5/22 WEB13759 765248898 CREDIT 476633 ECON
Total Paid for FIRE FEES: $767.00 $767.00
RECORDS
MANAGEMENT FEE 101-0000-42416 0 $11.00 $11.00 12/5/22 WEB13759 765248898 CREDIT 476633 ECON
Total Paid for RECORDS MANAGEMENT FEE: $11.00 $11.00
TECHNOLOGY
ENHANCEMENT FEE 502-0000-43611 0 $5.00 $5.00 12/5/22 WEB13759 765248898 CREDIT 476633 ECON
Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00
TOTALS:$783.00 $783.00
Printed: Thursday, April 13, 2023 2:05:07 PM 2 of 5
Permit Details
City of La Quinta
PERMIT NUMBER
FSS2022-0207
ATTACHMENTS
Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED
DOC 5/20/2022 Etrakit Contractor
1ST SUBMITTAL CVWD
STATIC PSI
INFORMATION
22-008 CVWD STATIC
PRESSURE INFO FROM E
MAIL.pdf
1
DOC 5/20/2022 Etrakit Contractor 1ST SUBMITTAL FIRE
SPKR DESIGN
LISA HUGHES BARN FIRE
DEPT SUBMITTAL 22-
008 5-20-22.pdf
1
DOC 5/20/2022 Etrakit Contractor 1ST SUBMITTAL
HYDRAULIC CALC
22-008 HUGHES BARN
HYD CALC 5-19-22.pdf 1
DOC 5/20/2022 Etrakit Contractor 1ST SUBMITTAL
MATERIAL SUBMITTAL
22-008 MATERIAL SPEC
SHEETS COMBINED.pdf 1
DOC 5/20/2022 Etrakit Contractor 1ST SUBMITTAL PLAN
REVIEW APPLICATION
LA QUINTA
RESIDENTIAL PLAN
REVIEW APP 22-008.pdf
1
BOND INFORMATION
REVIEWS
REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED
DATE
STATUS REMARKS NOTES
1ST FIRE - ETRAKIT
(2 WK)
KOHL
HETRICK 5/20/2022 6/6/2022 6/23/2022 PENDING DOCUMENTS SEE NOTES
Applicant advised of issues with changes to the
water supply that will require a re-design.
Requested a withdrawal of the current review
while they revise the plans for resubmittal and
review. See attached email
1ST PERMIT TECH –
ETRAKIT (1 DAY)
PERMIT TECH
BUCKET
5/20/2022 5/23/2022 5/23/2022 COMPLETE
2ND FIRE (1 WK)KOHL
HETRICK
11/7/2022 11/14/2022 12/5/2022 APPROVED SEE ATTACHMENTS
3RD FIRE (1 DAY)KOHL
HETRICK
2/9/2023 2/9/2023 2/9/2023 APPROVED SEE ATTACHMENTS
PARENT PROJECTS
Printed: Thursday, April 13, 2023 2:05:07 PM 3 of 5
Permit Details
City of La Quinta
PERMIT NUMBER
FSS2022-0207
ATTACHMENTS
Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED
DOC 11/3/2022 Etrakit Contractor RCCE FORM FROM
CVWD RCCE 22-13661.pdf 1
DOC 11/3/2022 Etrakit Contractor REVISED FIRE SPKR
DESIGN 11-3-22
LISA HUGHES BARN
REVISED FIRE SPKR
DESIGN 11-3-22.pdf
1
DOC 11/3/2022 Etrakit Contractor REVISED HYD CALC 11-3
-22
22-008 HUGHES BARN
HYD CALC 11-3-22.pdf 1
DOC 11/3/2022 Etrakit Contractor STATIC PRESSURE INFO
FROM CVWD
22-008 CVWD STATIC
PRESSURE INFO FROM E
MAIL_1.pdf
1
DOC 11/3/2022 Etrakit Contractor PLAN REVIEW
APPLICATION
LA QUINTA
RESIDENTIAL PLAN
REVIEW APP 22-
008_1.pdf
1
DOC 11/3/2022 Etrakit Contractor MATERIAL SPEC SHEETS
22-008 MATERIAL SPEC
SHEETS
COMBINED_1.pdf
1
DOC 11/7/2022 Etrakit Contractor REVISED PLANS DATED
11-4-22
HUGHES BARN DELTA 1
REVISED PLANS 11-4-
22.pdf
1
DOC 11/7/2022 Etrakit Contractor REVISED HYD CALCS
DATED 11-4-22
22-008 HUGHES BARN
REVISED HYD CALC 11-4
-22.pdf
1
DOC 6/23/2022 KOHL HETRICK 6-23-2022 - Review
Withdrawal.pdf
6-23-2022 - Review
Withdrawal.pdf 1
DOC 12/5/2022 KOHL HETRICK
FSS2022-0207 -
APPROVED PLANS AND
CALCS.pdf
FSS2022-0207 -
APPROVED PLANS AND
CALCS.pdf
1
DOC 12/5/2022 KOHL HETRICK FSS2022-0207 - COA
AND JOB CARD.pdf
FSS2022-0207 - COA
AND JOB CARD.pdf 1
Printed: Thursday, April 13, 2023 2:05:07 PM 4 of 5
Permit Details
City of La Quinta
PERMIT NUMBER
FSS2022-0207
ATTACHMENTS
Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED
DOC 12/5/2022 KOHL HETRICK FSS2022-0207 - COA
AND JOB CARD.pdf
FSS2022-0207 - COA
AND JOB CARD_1.pdf 1
DOC 2/9/2023 KOHL HETRICK
FSS2022-0207 - REVISED
PLANS AND CALCS
APPROVED.pdf
FSS2022-0207 - REVISED
PLANS AND CALCS
APPROVED.pdf
1
Printed: Thursday, April 13, 2023 2:05:07 PM 5 of 5
Permit Details
City of La Quinta
PERMIT NUMBER
FSS2022-0207
APPROVEDRiverside County Fire DepartmentLa Quinta Office of the Fire MarshalBy:FIRE SAFETY SPECIALIST02/09/2023 1:14:47 PMThe approval of plans and specifications does notpermit the violation, deletion, omission or faultyinstallation of any requirements of Title 24 or anyLocal Ordinances. Construction shall remainaccessible and exposed for inspection purposesuntil approved by the Fire Department.PERMIT # -FSS2022-0207REVISED PLANS AND CALCSKohl HetrickReason: I am approving this documentContact Info: 760-409-5109
SHASTA FIRE PROTECTION, INC. 72120 NORTHSHORE STREET STE. C THOUSAND PALMS,CA 92276 HYDRAULIC CALCULATION FOR: LISA HUGHES BARN 80775 VISTA BONITA TRAIL - LA QUINTA, CALIFORNIA DRAWING NUMBER: 2of2 - REVISED FIRE SPRINKLER DESIGN - DATE: 2-8-23 -DESIGN DATA- REMOTE AREA LOCATION: S.W. CORNER OF BARN OCCUPANCY CLASSIFICATION: RESIDENTIAL - PER LA QUINTA FIRE DEPARTMENT REQUIRED CODE - NFPA 13 2019 EDITION - 3 HEAD "LOOP" HYD CALCULATION PER CITY OF LA QUINTA FIRE DEPT. MINIMUM PRESSURE PER HEAD = 7.0 MINIMUM GPM PER HEAD = 13.0 COVERAGE PER SPRINKLER: 256 sq. ft. MAXIMUM TYPE OF SPRINKLERS CALCULATED: RESIDENTIAL CONCEALED "SSP" K=4.9 NUMBER OF SPRINKLERS CALCULATED: 3 DOMESTIC DEMAND: 5gpm TOTAL SPKR DEMAND INCLUDING DOMESTIC DEMAND @ SOURCE: 45.1 gpm @ 54.8 psi NOTE: SOURCE NODE IS AT DISCHARGE SIDE OF PROPOSED (NEW) 1" WATER METER UNDERGROUND WATER SUPPLY WHERE DOMESTIC & FIRE SERVICE INTERSECT NODE #3: 40.1 gpm @ 49.7 psi BASE OF RISER - NODE #6: 40.1 gpm @ 24.3 psi TYPE OF SYSTEM: WET WATER SUPPLY Source: CVWD STATIC PRESSURE ANALYSIS Date: 2-18-2022 Static: 101.0 psi PER CVWD VIA E MAIL CORRESPONDENCE INSTALLING CONTRACTOR Name: SHASTA FIRE PROTECTION,INC. Address: 72120 NORTHSHORE STREET (STE. C) THOUSAND PALMS, CA. 92276 Phone:(760) 404-1350 CALIF. STATE LIC NO. 476633 NAME OF DESIGNER: JOHN PAULUS AUTHORITY HAVING JURISDICTION: CITY OF LA QUINTA FIRE PREVENTION NOTES: Calculations performed by HASS under license # 16090901, granted by HRS SYSTEMS, INC.
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2DATE: 2/8/2023CALC FOLDER ( LOOP CALC )\22-008 BARN HYD CALC 5-10-22.SDFJOB TITLE: LISA HUGHES BARN - NFPA 13D - REVISED HYD CALC - #22-008 2-6-23 WATER SUPPLY ANALYSIS
Static: 90.00 psi Resid: 70.80 psi Flow: 40.0 gpm
-14.7
0.0
20.0
40.0
60.0
80.0
100.0
20 30 40 50 60 70 80 90 100
FLOW (GPM)
Note: (1) Dashed Lines indicate extrapolated values from Test Results
G
A
U
G
E
P
R
E
S
S
U
R
E
(
p
s
i
)
A
1
2
B
LEGEND
1 Available pressure
66.04 psi @ 45.1 gpm
2 Required pressure
54.75 psi @ 45.1 gpm
A. Source Supply Curve
B. System Demand Curve
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3DATE: 2/8/2023CALC FOLDER ( LOOP CALC )\22-008 BARN HYD CALC 5-10-22.SDFJOB TITLE: LISA HUGHES BARN - NFPA 13D - REVISED HYD CALC - #22-008 2-6-23 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 90.0 70.8 40.0 66.0 45.1 54.8
AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 45.1 GPMTOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPMOTHER HOSE STREAM ALLOWANCES 5.0 GPMTOTAL DISCHARGE FROM ACTIVE SPRINKLERS 40.1 GPM
NODE ANALYSIS DATANODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM)
2 0.0 - - - - 49.8 - - - 3 0.0 HOSE STREAM 49.7 5.0 4 0.0 - - - - 28.0 - - - 5 0.0 - - - - 25.1 - - - 6 0.5 - - - - 24.3 - - - 7 2.0 - - - - 23.3 - - - 8 13.7 - - - - 14.8 - - - 9 13.7 - - - - 14.2 - - - 10 16.5 - - - - 11.6 - - - 11 16.5 - - - - 10.5 - - - 12 16.5 - - - - 10.0 - - - 13 16.5 - - - - 8.9 - - - 14 15.6 - - - - 7.1 - - - 15 13.5 - - - - 7.0 - - - 101 15.0 K= 4.90 7.1 13.1 102 12.9 K= 4.90 7.0 13.0 103 8.9 K= 4.90 8.2 14.0 SOURCE 0.0 SOURCE 54.8 45.1
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4DATE: 2/8/2023CALC FOLDER ( LOOP CALC )\22-008 BARN HYD CALC 5-10-22.SDFJOB TITLE: LISA HUGHES BARN - NFPA 13D - REVISED HYD CALC - #22-008 2-6-23 NFPA5 PIPE DATA
Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt)Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) NotesTo Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf)
Pipe: 1 Source 0.0 2.50 120 5.0 SOURCE 0.0 54.8 45.1 3 A1.000 C: 5.0 6.00 -0.0 2 0.0 49.8 45.1 1.049 G: 1.0 8.50 0.585 5.0
Pipe: 2 H.S. 5.0 Disch 0.50 150 0.0 2 0.0 49.8 40.1 4 F1.250 ---- 0.00 -0.0 3 0.0 49.7 45.1 1.394 0.50 0.097 0.0
Pipe: 3 0.0 0.0 3E:24.0 240.00 150 21.7 3 0.0 49.7 40.1 5 F1.250 T: 7.3 38.30 -0.0 4 0.0 28.0 40.1 1.394 7K: 7.0 278.30 0.078 21.7
Pipe: 4 0.0 0.0 20.00 150 2.9 4 0.0 28.0 40.1 6 F1.250 2E:16.0 17.00 -0.0 5 0.0 25.1 40.1 1.394 K: 1.0 37.00 0.078 2.9
Pipe: 5 0.0 0.0 2.00 150 0.8 5 0.0 25.1 40.1 7 L1.250 E: 3.0 3.00 0.2 6 0.5 24.3 40.1 1.265 5.00 0.125 0.6
Pipe: 6 0.0 0.0 1.50 120 0.9 6 0.5 24.3 40.1 8 O1.250 G: 1.2 1.17 0.6 7 2.0 23.3 40.1 1.425 2.67 0.106 0.3
Pipe: 7 0.0 0.0 13.67 120 8.5 7 2.0 23.3 40.1 9 O1.250 3E:10.5 18.71 5.1 8 13.7 14.8 40.1 1.425 C: 8.2 32.38 0.106 3.4
Pipe: 8 0.0 0.0 2.33 120 0.6 8 13.7 14.8 40.1 10 O1.250 E: 3.5 3.51 -0.0 9 13.7 14.2 40.1 1.425 5.84 0.106 0.6
Pipe: 9 0.0 20.8 11 9.63 150 2.6 9 13.7 14.2 19.3 12 F1.250 E: 8.0 8.00 1.2 10 16.5 11.6 40.1 1.394 17.63 0.078 1.4
Pipe: 10 0.0 0.0 56.67 150 1.6 10 16.5 11.6 19.3 13 F1.250 T: 7.3 23.40 -0.0 12 16.5 10.0 19.3 1.394 7R:16.1 80.07 0.020 1.6
Pipe: 11 0.0 40.1 14 5.25 150 1.1 12 16.5 10.0 -20.8 F1.250 6E:48.0 50.30 -0.0 13 16.5 8.9 19.3 1.394 R: 2.3 55.55 0.020 1.1
Pipe: 12 0.0 0.0 5.25 150 1.1 10 16.5 11.6 20.8 13 F1.250 5E:40.0 42.30 -0.0 11 16.5 10.5 20.8 1.394 R: 2.3 47.55 0.023 1.1
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5DATE: 2/8/2023CALC FOLDER ( LOOP CALC )\22-008 BARN HYD CALC 5-10-22.SDFJOB TITLE: LISA HUGHES BARN - NFPA 13D - REVISED HYD CALC - #22-008 2-6-23 Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt)Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) NotesTo Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf)
Pipe: 13 0.0 40.1 14 55.00 150 1.6 11 16.5 10.5 -19.3 F1.250 7R:16.1 16.10 -0.0 13 16.5 8.9 20.8 1.394 71.10 0.023 1.6
Pipe: 14 0.0 13.1 101 2.83 150 1.8 13 16.5 8.9 27.0 15 F1.000 T: 6.0 6.00 -0.4 14 15.6 7.1 40.1 1.101 8.83 0.247 2.2
Pipe: 15 0.0 14.0 103 6.67 150 0.1 14 15.6 7.1 13.0 102 F1.000 R: 1.7 1.70 -0.9 15 13.5 7.0 27.0 1.101 8.37 0.119 1.0
Pipe: 16 4.90 13.1 Disch 0.58 150 -0.0 14 15.6 7.1 0.0 F1.000 T: 6.0 6.00 -0.3 101 15.0 7.1 13.1 1.101 6.58 0.031 0.2
Pipe: 17 4.90 13.0 Disch 0.58 150 -0.0 15 13.5 7.0 0.0 F1.000 T: 6.0 6.00 -0.3 102 12.9 7.0 13.0 1.101 6.58 0.031 0.2
Pipe: 18 4.90 14.0 Disch 13.25 150 -1.2 15 13.5 7.0 0.0 F1.000 E: 7.0 8.70 -2.0 103 8.9 8.2 14.0 1.101 R: 1.7 21.95 0.035 0.8
NOTES (HASS):
(1) Calculations were performed by the HASS 2023 D computer program in accordance with (2020) under license no. 64617362 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 0.006 gpm and a maximum imbalance at any node of 0.095 gpm.
(3) Total pressure at each node is used in balancing the system. Maximum water velocity is 16.7 ft/sec at pipe 1.
(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 62.62 psi with a flow of 48.46 gpm.
SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6DATE: 2/8/2023CALC FOLDER ( LOOP CALC )\22-008 BARN HYD CALC 5-10-22.SDFJOB TITLE: LISA HUGHES BARN - NFPA 13D - REVISED HYD CALC - #22-008 2-6-23
(6) PIPE FITTINGS TABLE
HASS Pipe Table Name: standard
PAGE: A MATERIAL: S40 HWC: 120Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NTee -------------------------------------------------------- F F45Ell 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 2.00 5.00 1.00
PAGE: F MATERIAL: CPVC HWC: 150Diameter Equivalent Fitting Lengths in Feet (in) F E T R K C G F45 Ell Tee RunT Kplg ChkVlv Gate 1.101 1.40 7.00 6.00 1.70 1.00 8.00 0.40 1.394 1.80 8.00 7.30 2.30 1.00 11.00 0.80
PAGE: L MATERIAL: CT-L HWC: 150Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C G N Ell Tee 45-Ell TeeRun Kouplg ChkVlv GatVlv NPTee 1.265 3.00 6.00 1.00 2.00 0.50 7.00 0.00 6.00
PAGE: O MATERIAL: Eddythread 40 HWC: 120Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 1.425 3.51 7.01 2.34 8.18 7.01 1.17 11.69 11.69 7.01
PROJECT INFORMATION:APPROVAL STAMP:
Project:
Date: Phone:
Architect / Engineer:
Contractor:
Address:
Notes 1:
Notes 2:
REV. 03.03.06-001
For the latest UL/ULC Listed and FM Approved pressure ratings, versus pipe schedule,
go to www.anvilstar.com or contact your local AnvilStar representative
Submittal Sheet
SPF Cast & Ductile Iron Fittings
®
MATERIAL SPECIFICATIONS
Cast iron threaded fittings are UL & ULC Listed &
Factory Mutual Approved for 300 psi service.
Gray iron per ASTM A126 Class B.
Dimensions conform to ANSI B16.4 Class 125.
Threads are NPT per ANSI/ASME B1.20.1.
90° ELBOW
Nominal
Size Anvil Item Number Universal
Number
Max.
Working
Pressure
Dimensions Approx.
Wt. Each
AB
In. (mm) PSI (kPa) In. (mm) In. (mm) Lbs. (kg)
1 800000002 CB90033 300 1.50 1.50 0.84
25 2065 38.10 38.10 0.38
11⁄4 800000010 CB90044 300 1.75 1.75 1.34
32 2065 44.45 44.45 0.61
11⁄2 800000028 CB90055 300 1.94 1.94 1.80
40 2065 49.27 49.27 0.82
2 800000036 CB90066 300 2.25 2.25 2.90
50 2065 57.15 57.15 1.32
21⁄2 800000044 CB90077 300 2.70 2.70 4.75
65 2065 68.58 68.58 2.15
A
B
90° ELBOW
Cast Iron - Class 125 Fittings
PROJECT INFORMATION:APPROVAL STAMP:
Project:
Date: Phone:
Architect / Engineer:
Contractor:
Address:
Notes 1:
Notes 2:
REV. 03.03.06-004
For the latest UL/ULC Listed and FM Approved pressure ratings, versus pipe schedule,
go to www.anvilstar.com or contact your local AnvilStar representative
Submittal Sheet
SPF Cast & Ductile Iron Fittings
®
MATERIAL SPECIFICATIONS
Cast iron threaded fittings are UL & ULC Listed &
Factory Mutual Approved for 300 psi service.
Gray iron per ASTM A126 Class B.
Dimensions conform to ANSI B16.4 Class 125.
Threads are NPT per ANSI/ASME B1.20.1.
STRAIGHT TEE
Nominal
Size Anvil Item Number Universal
Number
Max.
Working
Pressure
Dimensions Approx.
Wt. EachAB
In. (mm) PSI (kPa) In. (mm) In. (mm) Lbs. (kg)
1 800003204 CT333 300 1.50 1.50 1.21
25 2065 38.10 38.10 0.55
11⁄4 800003212 CT444 300 1.75 1.75 1.87
32 2065 44.45 44.45 0.85
11⁄2 800003220 CT555 300 1.94 1.94 2.51
40 2065 49.27 49.27 1.14
2 800003238 CT666 300 2.25 2.25 3.96
50 2065 57.15 57.15 1.80
21⁄2 800003246 CT777 300 2.70 2.70 6.45
65 2065 68.58 68.58 2.93
B
AA
STRAIGHT TEE
Cast Iron - Class 125 Fittings
PROJECT INFORMATION:APPROVAL STAMP:
Project:
Date: Phone:
Architect / Engineer:
Contractor:
Address:
Notes 1:
Notes 2:
REV. 03.03.06-005
For the latest UL/ULC Listed and FM Approved pressure ratings, versus pipe schedule,
go to www.anvilstar.com or contact your local AnvilStar representative
Submittal Sheet
SPF Cast & Ductile Iron Fittings
®
MATERIAL SPECIFICATIONS
Cast iron threaded fittings are UL & ULC Listed &
Factory Mutual Approved for 300 psi service.
Gray iron per ASTM A126 Class B.
Dimensions conform to ANSI B16.4 Class 125.
Threads are NPT per ANSI/ASME B1.20.1.
REDUCING TEE
Nominal
Size
Anvil Item
Number
Universal
Number
Max.
Working
Pressure
Dimensions Approx.
Wt. EachABC
In. (mm) PSI (kPa)
In.
(mm)
In.
(mm)
In.
(mm)Lbs. (kg)
1 x 1⁄2 x 1 800004244 CT313 300 1.50 1.36 1.50 1.08
25 x 15 x 25 2065 38.10 34.54 38.10 0.49
1 x 3⁄4 x 1 800004251 CT323 300 1.50 1.45 1.50 1.18
25 x 20 x 25 2065 38.10 36.83 38.10 0.54
1 x 1 x 1⁄2 800004269 CT331 300 1.26 1.26 1.36 0.95
25 x 25 x 15 2065 32.00 32.00 34.54 0.43
1 x 1 x 3⁄4 800004277 CT332 300 1.37 1.37 1.45 1.10
25 x 25 x 20 2065 34.79 34.79 36.83 0.50
11⁄4 x 1 x 1⁄2 800004301 CT431 300 1.34 1.26 1.53 1.17
32 x 25 x 15 2065 34.03 32.00 38.86 0.53
11⁄4 x 1 x 3⁄4 800004319 CT432 300 1.45 1.37 1.62 1.38
32 x 25 x 20 2065 36.83 34.79 41.14 0.63
11⁄4 x 1 x 1 800004327 CT433 300 1.58 1.50 1.57 1.47
32 x 25 x 25 2065 40.13 38.10 39.87 0.67
11⁄4 x 1 x 11⁄4 800004335 CT434 300 1.75 1.67 1.75 1.80
32 x 25 x 32 2065 44.45 42.41 44.45 0.82
11⁄4 x 11⁄4 x 1⁄2 800004350 CT441 300 1.34 1.34 1.53 1.37
32 x 32 x 15 2065 34.03 34.03 38.86 0.62
11⁄4 x 11⁄4 x 3⁄4 800004368 CT442 300 1.45 1.45 1.62 1.54
32 x 32 x 20 2065 36.83 36.83 41.14 0.70
11⁄4 x 11⁄4 x 1 800004376 CT443 300 1.58 1.58 1.67 1.65
32 x 32 x 25 2065 40.13 40.13 42.41 0.75
11⁄2 x 1 x 1⁄2 800004400 CT531 300 1.41 1.34 1.66 1.41
40 x 25 x 15 2065 35.81 34.03 42.16 0.64
11⁄2 x 1 x 3⁄4 800004418 CT532 300 1.52 1.37 1.75 1.65
40 x 25 x 20 2065 38.60 34.79 44.45 0.75
11⁄2 x 1 x 1 800004426 CT533 300 1.65 1.50 1.80 1.65
40 x 25 x 25 2065 41.91 38.10 45.72 0.75
11⁄2 x 1 x 11⁄4 800004434 CT534 300 1.82 1.67 1.88 2.00
40 x 25 x 32 2065 46.22 42.41 47.75 0.91
11⁄2 x 1 x 11⁄2 800004442 CT535 300 1.94 1.8 1.94 2.30
40 x 25 x 40 2065 49.27 45.72 49.27 1.04
11⁄2 x 11⁄4 x 1⁄2 800004459 CT541 300 1.41 1.34 1.66 1.58
40 x 32 x 15 2065 35.81 34.03 42.16 0.72
11⁄2 x 11⁄4 x 3⁄4 800004467 CT542 300 1.52 1.45 1.75 1.72
40 x 32 x 20 2065 38.60 36.83 44.45 0.78
11⁄2 x 11⁄4 x 1 800004475 CT543 300 1.65 1.58 1.80 1.85
40 x 32 x 25 2065 41.91 40.13 45.72 0.84
REDUCING TEE
Nominal
Size
Anvil Item
Number
Universal
Number
Max.
Working
Pressure
Dimensions Approx.
Wt. EachABC
In. (mm) PSI (kPa)
In.
(mm)
In.
(mm)
In.
(mm)Lbs. (kg)
11⁄2 x 11⁄4 x 11⁄4 800004483 CT544 300 1.82 1.75 1.88 2.22
40 x 32 x 32 2065 46.22 44.45 47.75 1.00
11⁄2 x 11⁄4 x 11⁄2 800004491 CT545 300 1.94 1.88 1.94 2.45
40 x 32 x 15 2065 49.27 47.75 49.27 1.11
11⁄2 x 11⁄2 x 1⁄2 800004517 CT551 300 1.41 1.41 1.66 1.76
40 x 40 x 40 2065 35.81 35.81 42.16 0.80
11⁄2 x 11⁄2 x 3⁄4 800004525 CT552 300 1.52 1.52 1.75 1.87
40 x 40 x 20 2065 38.60 38.60 44.45 0.85
11⁄2 x 11⁄2 x 1 800004533 CT553 300 1.65 1.65 1.80 1.94
40 x 40 x 25 2065 41.91 41.91 45.72 0.88
11⁄2 x 11⁄2 x 11⁄4 800004541 CT554 300 1.82 1.82 1.88 2.29
40 x 40 x 32 2065 46.22 46.22 47.75 1.04
2 x 1 x 2 800004566 CT636 300 2.25 2.02 2.25 3.40
50 x 25 x 50 2065 57.15 51.30 57.15 1.54
2 x 11⁄4 x 2 800004574 CT646 300 2.25 2.10 2.25 2.80
50 x 32 x 50 2065 57.15 53.34 57.15 1.27
2 x 11⁄2 x 1⁄2 800004582 CT651 300 1.49 1.41 1.88 2.09
50 x 40 x 15 2065 37.84 35.81 47.75 0.95
2 x 11⁄2 x 3⁄4 800004590 CT652 300 1.60 1.52 1.97 2.40
50 x 40 x 20 2065 40.64 38.60 50.03 1.09
2 x 11⁄2 x 1 800004608 CT653 300 1.73 1.65 2.02 2.54
50 x 40 x 25 2065 43.94 41.91 51.30 1.15
2 x 11⁄2 x 11⁄4 800004616 CT654 300 1.90 1.82 2.10 2.85
50 x 40 x 32 2065 48.26 46.22 53.34 1.30
2 x 11⁄2 x 11⁄2 800004624 CT655 300 1.49 1.41 1.88 2.24
50 x 40 x 40 2065 37.84 35.81 47.75 1.02
2 x 11⁄2 x2 800004632 CT656 300 2.25 2.16 2.25 3.75
50 x 40 x 50 2065 57.15 54.86 57.15 1.70
2 x 2 x 1⁄2 800004640 CT661 300 1.49 1.49 1.88 2.60
50 x 50 x 15 2065 37.84 37.84 47.75 1.18
2 x 2 x 3⁄4 800004657 CT662 300 1.60 1.60 1.97 2.71
50 x 50 x 20 2065 40.64 40.64 50.03 1.23
2 x 2 x1 800004665 CT663 300 1.73 1.73 2.02 2.97
50 x 50 x 15 2065 43.94 43.94 51.30 1.35
2 x 2 x11⁄4 800004673 CT664 300 1.90 1.90 2.10 3.32
50 x 50 x 32 2065 48.26 48.26 53.34 1.51
2 x 2 x11⁄2 800004681 CT665 300 2.02 2.02 2.16 3.72
50 x 50 x 40 2065 51.30 51.30 54.86 1.69
C
AB
REDUCING TEE
Cast Iron - Class 125 Fittings
PROJECT INFORMATION:APPROVAL STAMP:
Project:
Date: Phone:
Architect / Engineer:
Contractor:
Address:
Notes 1:
Notes 2:
REV. 03.03.06-006
For the latest UL/ULC Listed and FM Approved pressure ratings, versus pipe schedule,
go to www.anvilstar.com or contact your local AnvilStar representative
Submittal Sheet
SPF Cast & Ductile Iron Fittings
®
MATERIAL SPECIFICATIONS
Cast iron threaded fittings are UL & ULC Listed &
Factory Mutual Approved for 300 psi service.
Gray iron per ASTM A126 Class B.
Dimensions conform to ANSI B16.4 Class 125.
Threads are NPT per ANSI/ASME B1.20.1.
BULL HEAD TEE
Nominal
Size
Anvil Item
Number
Universal
Number
Max.
Working
Pressure
Dimensions Approx.
Wt. EachABC
In. (mm) In. (mm) PSI (kPa) PSI (kPa) In. (mm) In. (mm) In. (mm) Lbs. (kg)
1 x 1 x 11⁄4 800004285 CT334 300 1.67 1.67 1.58 1.52
25 x 25 x 32 2065 42.418 42.418 40.132 0.69
1 x 1 x 11⁄2 800004293 CT335 300 1.8 1.8 1.65 1.73
25 x 25 x 40 2065 45.72 45.72 41.91 0.78
11⁄4 x 1 x 11⁄2 800004343 CT435 300 1.88 1.8 1.82 2.05
32 x 25 x 40 2065 47.752 45.72 46.228 0.93
11⁄4 x 11⁄4 x 11⁄2 800004384 CT445 300 1.88 1.88 1.82 2.21
32 x 32 x 40 2065 47.752 47.752 46.228 1.00
11⁄4 x 1 1⁄4 x 2 800004392 CT446 300 2.1 2.1 1.9 2.55
25 x 25 x 40 2065 53.34 53.34 48.26 1.16
11⁄2 x 11⁄4 x 2 800004509 CT546 300 2.16 2.1 2.02 2.80
40 x 32 x 40 2065 54.864 53.34 51.308 1.27
11⁄2 x 11⁄2 x 2 800004558 CT556 300 2.16 2.16 2.02 3.28
40 x 40 x 50 2065 54.864 54.864 51.308 1.41
2 x 2 x 21⁄2 800004699 CT667 300 2.6 2.6 2.39 5.10
50 x 50 x 60 2065 66.04 66.04 60.706 2.31
C
AB
BULL HEAD TEE
Cast Iron - Class 125 Fittings
PROJECT INFORMATION APPROVAL STAMP
Project:❑ Approved
Address:❑ Approved as noted
Contractor:❑ Not approved
Engineer:Remarks:
Submittal Date:
Notes 1:
Notes 2:
5/09
The Gruvlok® Figure 7000 Lightweight Coupling is
designed for applications where system flexibility is desired.
The Figure 7000 Lightweight Coupling is approximately
30% lighter in weight than the Figure 7001 Coupling.
Working pressure ratings shown are for reference only
and are based on Schedule 40 pipe. For the latest UL/ULC
listed and FM approved pressure ratings versus pipe
schedule, see www.anvilstar.com or contact your local
AnvilStar Representative.
The Figure 7000 Lightweight Coupling with a Pre-Lubricated
Grade “E” EPDM, Type “A” gasket (coupling is easily
identified by purple nuts) is intended for use in fire
protection systems installed in accordance with NFPA
Standard 13 “Sprinkler Systems”.
MATERIAL SPECIFICATIONS
HOUSING:
Ductile Iron conforming to ASTM A-536, Grade 65-45-12
ANSI BOLTS & HEAVY HEX NUTS:
Heat treated, oval-neck track head bolts conforming to ASTM A-183 Grade
2 with a minimum tensile strength of 110,000 psi and heavy hex nuts of
carbon steel conforming to ASTM A-563 Grade A or Grade B, or J995
Grade 2. Bolts and nuts are provided zinc electroplated as standard.
COATINGS:
Rust inhibiting paint Color: ORANGE (standard)
Hot Dipped Zinc Galvanized (optional)
Other available options: Example: RAL3000 or RAL9000 Series
For other coating requirements contact an AnvilStar Representative.
LUBRICATION:
Standard Gruvlok
Gruvlok Xtreme™ required for dry pipe systems and freezer applications.
GASKETS: Materials
Properties as designated in accordance with ASTM D-2000.
Pre-Lubricated Grade “E” EPDM, Type A Gasket (Violet color code)
-40°F to 150°F (Service Temperature Range)(-40°C to 66°C)
Recommended for wet and dry (oil free air) pipe fire protection sprinkler
systems. For dry pipe systems and freezer applications, Gruvlok Xtreme™
Lubricant is required.
Grade “E” EPDM (Green color code)
-40°F to 230°F (Service Temperature Range)(-40°C to 110°C)
Recommended for water service, diluted acids, alkalies solutions, oil-free
air and many chemical services.
NOT FOR USE IN PETROLEUM APPLICATIONS.
GASKET TYPE:
Standard C Style
Flush Gap (11/4”-8”)
– Available galvanized.
* When ordering, refer to product as FP7400.
For Listing/Approval Details and Limitations,
visit our website at www.anvilstar.com or contact
an Anvil®/AnvilStar™ Sales Representative.
FIG. 7000* Lightweight Flexible Coupling
5/09
For dry pipe systems and freezer applications
lubrication of the gasket is required,
Gruvlok® Xtreme™ Lubricant is required.
Not for use in copper system.
§ – For additional Bolt Torque information see Technical Data Section.
Other sizes available, see Gruvlok Catalog or contact an AnvilStar Representative.
Y Z
X
FIGURE 7000 LIGHTWEIGHT COUPLING
Nominal
Size
Pipe
O.D.
Max.
Working
Pressure
Max. End
Load
Range of
Pipe End
Separation
Deflection From CL Coupling Dimensions Coupling Bolts Specified Torque §Approx.
Wt. Ea.Per Coupling Pipe X Y Z Qty. Size Min. Max.
In./DN(mm) In./mm PSI/bar Lbs./kN In./mm Degrees In./Ft. In./mm In./mm In./mm In./mm Ft.-Lbs./N-m Lbs./Kg
11⁄4 1.660 600 1,299 0-
1⁄8 4° 19' 0.90 2
3⁄4 43⁄8 13⁄4 2 3⁄8 x 21⁄4 30 45 1.4
32 42.2 41.4 5.78 0-3.2 75.3 70 111 44 M10 x 57 40 60 0.6
11⁄2 1.900 600 1,701 0-
1⁄8 3° 46' 0.79 3 4
5⁄8 13⁄4 2 3⁄8 x 21⁄4 30 45 1.5
40 48.3 41.4 7.57 0-3.2 65.7 76 117 44 M10 x 57 40 60 0.7
2 2.375 600 2,658 0-
1⁄8 3° 1' 0.63 3
1⁄2 51⁄2 13⁄4 2 3⁄8 x 21⁄4 30 45 1.7
50 60.3 41.4 11.82 0-3.2 52.6 89 140 44 M10 x 57 40 60 0.8
21⁄2 2.875 600 3,895 0-
1⁄8 2° 29' 0.52 4 5
3⁄4 13⁄4 2 3⁄8 x 21⁄4 30 45 1.9
65 73.0 41.4 17.33 0-3.2 43.3 102 146 44 M10 x 57 40 60 0.9
3 O.D. 2.996 600 4,230 0-
1⁄8 2° 23' 0.50 4 6
1⁄8 13⁄4 2 3⁄8 x 21⁄4 80 100 2.3
76.1 76.1 41.4 18.82 0-3.2 41.6 102 156 44 M10 x 57 110 150 1.0
3 3.500 600 5,773 0-
1⁄8 2° 3' 0.43 4
5⁄8 63⁄4 13⁄4 2 1⁄2 x 23⁄4 80 100 2.9
80 88.9 41.4 25.68 0-3.2 35.8 117 171 44 M12 x 70 110 150 1.3
41⁄4 O.D. 4.250 600 8,512 0-
1⁄4 3° 22' 0.70 5
1⁄2 73⁄4 22 1⁄2 x 3 80 100 4.0
108.0 108.0 41.4 37.86 0-6.4 58.7 140 197 51 M12 x 76 110 150 1.8
4 4.500 600 9,543 0-
1⁄4 3° 11' 0.67 5
7⁄8 81⁄8 22 1⁄2 x 3 80 100 4.6
100 114.3 41.4 42.45 0-6.4 55.5 149 206 51 M12 x 76 110 150 2.1
51⁄4 O.D. 5.236 500 10,766 0-
1⁄4 2° 44' 0.57 6
1⁄2 91⁄8 225⁄8 x 31⁄2 100 130 5.7
133.0 133.0 34.5 47.89 0-6.4 47.7 165 232 51 M16 x 85 135 175 2.6
51⁄2 O.D. 5.500 500 11,879 0-
1⁄4 2° 36' 0.54 6
3⁄4 93⁄8 225⁄8 x 31⁄2 100 130 6
139.7 139.7 34.5 52.84 0-6.4 45.4 171 238 51 M16 x 85 135 175 2.7
5 5.563 500 12,153 0-
1⁄4 2° 35' 0.54 7 9
5⁄8 225⁄8 x 31⁄2 100 130 6.1
125 141.3 34.5 54.06 0-6.4 45.1 178 244 51 M16 x 85 135 175 2.8
61⁄4 O.D. 6.259 500 15,384 0-
1⁄4 2° 17' 0.48 7
1⁄2 103⁄8 225⁄8 x 31⁄2 100 130 6.7
159.0 159.0 34.5 68.43 0-6.4 39.8 191 264 51 M16 x 85 135 175 3.0
61⁄2 O.D. 6.500 500 16,592 0-
1⁄4 2° 12' 0.46 7
3⁄4 103⁄4 225⁄8 x 31⁄2 100 130 7.0
165.1 165.1 34.5 73.80 0-6.4 34.8 197 273 51 M16 x 85 135 175 3.2
6 6.625 500 17,236 0-
1⁄4 2° 10' 0.45 8 11 2 2
5⁄8 x 31⁄2 100 130 8.1
150 168.3 34.5 76.67 0-6.4 37.8 203 279 51 M16 x 85 135 175 3.7
8 8.625 500 29,213 0-
1⁄4 1° 40' 0.35 10 13
1⁄4 23⁄8 2 3⁄4 x 41⁄2 130 180 14.2
200 219.1 34.5 129.95 0-6.4 29.1 264 337 60 M20 x 110 175 245 6.4
FIG. 7000* Lightweight Flexible Coupling
UNITED BRASS WORKS, INC
714 S. Main St.. Randleman, N.C. 27317
Phone: 800/334-3035 Fax: 800/498-4696
SHIP QUAN.
SIZE A B C D E F WT. (lbs.) PER CTN.
¼” 0.38 1.86 0.92 0.94 1.58 3.31 0.52 12
3/8” 0.38 1.86 0.92 0.94 1.58 3.31 0.52 12
½” 0.50 2.17 1.06 1.11 2.28 4.23 0.78 12
¾” 0.63 2.05 1.20 1.31 2.38 4.23 0.98 12
1” 0.81 3 .27 1.67 1.59 2.55 4.23 1.59 6
1 ¼” 1.00 3.48 1.72 1.77 3.19 5.47 2.47 4
1 ½” 1.25 3.97 1.95 2.02 3.38 5.47 3.50 4
2” 1.50 4.41 2.14 2.27 3.56 5.47 5.00 2
MATERIAL LIST
NO. DESCRIPTION MATERIAL
1 Lever Plated Steel w/ vinyl grip
2 Stem Brass
3 Jam Nut Plated Steel
4 Packing Nut Brass
5 Packing Sleeve Brass
6 Packing Graphite Non-Asb.
7 Bevel Washer Steel
8 O-Ring Buna
9 Tail Piece (¼” – ½”)
Tail Piece (3/4” - 2”)
Brass
Bronze
10 Body Bronze
11 Ball Chrome Plated Brass
12 Nest PTFE
Model 80 Ball Valve
Double Female
(Complies with MSS-SP110-92)
200 lbs. WSP @ 406 ° Max
400 lbs. WOG * 100% Pressure Tested
Threaded Ends * Blowout Proof Stem
¼” - ½” Full Flow
¾” - 2” Large Port Diameters
CRN OCO7135.2
*Contains Lead. Not Intended for Use in Potable
Water Systems*
Size inches
(mm)
Voltage Model
Number
Stock
Number
Current
(Max.)
Typical dB at
10 ft. (3m) (2)
Minimum dB at
10 ft. (3m) (1)
6 (150) 12VDC MBA126 1750070 .12A 85 76
8 (200) 12VDC MBA128 1750080 .12A 90 77
10 (250) 12VDC MBA1210 1750060 .12A 92 78
6 (150) 24VDC MBA246 1750100 .06A 87 77
8 (200) 24VDC MBA248 1750110 .06A 91 79
10 (250) 24VDC MBA2410 1750090 .06A 94 80
6 (150) 24VAC PBA246 1806024* .17A 91 78
8 (200) 24VAC PBA248 1808024* .17A 94 77
10 (250) 24VAC PBA2410 1810024* .17A 94 78
6 (150) 120VAC PBA1206 1806120* .05A 92 83
8 (200) 120VAC PBA1208 1808120* .05A 99 84
10 (250) 120VAC PBA12010 1810120* .05A 99 86
All DC bells are polarized and have built-in transient protection.
* Does not have ULC listing.
BELLS
PBA-AC & MBA-DC
These vibrating type bells are designed for use as fi re, burglar or general
signaling devices. They have low power consumption and high decibel
ratings. The unit mounts on a standard 4" (101mm) square electrical box
for indoor use or on a model BBK-1 weatherproof backbox or BBX-1
deep weatherproof backbox for outdoor applications. Weatherproof
backbox model BBK-1, Stock No. 1500001.
PRINTED IN USA PAGE 1 OF 2MFG. #5400776 - REV Y
5/08
UL, ULC, and FM Approved
Sizes Available: 6" (150mm), 8" (200mm) and 10" (250mm)
Voltages Available: 24VAC
120VAC
12VDC (10.2 to 15.6) Polarized
24VDC (20.4 to 31.2) Polarized
Service Use: Fire Alarm
General Signaling
Burglar Alarm
Environment: Indoor or outdoor use (See Note 1)
-40° to 150°F (-40° to 66°C)
(Outdoor use requires weatherproof backbox.)
Termination: AC Bells - 4 No. 18 AWG stranded wires
DC Bells - Terminal strip
Finish: Red powder coating
Optional:Model BBK-1 weatherproof backbox
Model BBX-1 deep weatherproof backbox
Potter Electric Signal Company, LLC • 2081 Craig Road, St. Louis, MO, 63146-4161 • Phone: 800-325-3936/Canada 888-882-1833• www.pottersignal.com
In outdoor or wet installations, bell must be mounted with
weatherproof backbox, BBK-1 or BBX-1. Standard electrical boxes
will not provide a weatherproof enclosure. If the bell and/or assembly
is exposed to moisture, it may fail or create an electrical hazard.
Notes:
1. Minimum dB ratings are calculated from integrated sound pressure
measurements made at Underwriters Laboratories as specifi ed in UL
Standard 464. UL temperature range is -30° to 150°F (-34° to 66°C).
2. Typical dB ratings are calculated from measurements made with a
conventional sound level meter and are indicative of output levels in
an actual installation.
3. ULC only applies to MBA DC bells.
*
BELLS
PBA-AC & MBA-DC
PRINTED IN USA PAGE 2 OF 2MFG. #5400776 - REV Y
5/08
A.C. BELLS
WHITE (IN)
BLACK (IN)
WHITE (OUT)
BLACK (OUT)
FROM CONTROL
PANEL OR
PRECEDING BELL
CAUTION:
WHEN ELECTRICAL SUPERVISION IS REQUIRED USE IN AND OUT LEADS AS SHOWN.
NOTES:
1. WHEN USING AC BELLS, TERMINATE EACH EXTRA WIRE SEPARATELY AFTER LAST BELL.
2. END-OF-LINE RESISTOR IS NOT REQUIRED ON AC BELLS.
DWG# 776-3
5 3/4”
(146)
1 5/8”
(41)
DWG# 776-2
3 3/8”
(86)
4 1/4”
(108)
3 3/8”
(86)
5”
(127)
Weatherproof Backbox Dimensions Inches (mm)
Fig. 2
Box has one threaded 1/2" conduit entrance
Wiring (rear view)
Fig. 3
+_FACP
To Next
Device or
End-of-Line
Resistor
Installation
1. The bell shall be installed in accordance with NFPA 13, 72, or
local AHJ. The top of the device shall be no less than 90" AFF and
not less than 6" below the ceiling.
2. Remove the gong.
3. Connect wiring (see Fig. 3).
4. Mount bell mechanism to backbox (bell mechanism must be
mounted with the striker pointing down).
5. Reinstall the gong (be sure that the gong positioning pin, in the
mechanism housing, is in the hole in the gong).
6. Test all bells for proper operation and observe that they can
be heard where required (bells must be heard in all areas as
designated by the authority having jurisdiction).
2 11/16”
(68)
DWG# 776-1
10”
(250)8”
(200)6”
(150)
Bells Dimensions Inches (mm)
Fig. 1
2” (5
1)4 1/4” (108)3 3/8” (85.9)BBX-1
Failure to install striker down will prevent bell from operating.
OFFICE OF THE FIRE MARSHAL – LA QUINTA
78495 Calle Tampico, La Quinta, CA 92253 • Phone (760) 777-7074
• www.rvcfire.org
December 5, 2022
Shasta Fire Protection Inc.
72120 Northshore St #C
Thousand Palms, CA 92276
Re: Residential Fire Sprinkler Plan Review – HUGHES BARN – 13D
FSS2022-0207 / 80775 VISTA BONITA TRAIL, LA QUINTA, CA 92253
The sprinkler plans you submitted for the above referenced project have been reviewed by Riverside County
Fire Department - Office of the Fire Marshal personnel and are approved with the following conditions.
Permanently marked identification signs shall be attached to all control valves.
The following inspections/tests are required to be witnessed by Office of the Fire Marshal Staff:
(a) Overhead Rough and Hydro static test: All piping shall be visible and pumped at normal
operating pressure. *No jacketed electrical and data wiring shall be in contact with, nor have the
potential to contact CPVC piping once insulation is installed.
(b) Final inspection
The Fire Department approved plans and conditions letter must be at the job site.
Applicant/installer shall be responsible to contact the Fire Department to schedule inspections. Requests for
inspections are to be made at least 48 hours in advance and may be arranged by calling (760)777-7131.
All questions regarding the meaning of these conditions should be referred to the Office of the Fire Marshal
staff at (760)777-7074.
Kohl Hetrick - Fire Safety Specialist
78495 CALLE TAMPICO, LA QUINTA, CA 92253 / 760-777-7000 / INSPECTION HOTLINE: 760-777-7131
RIVERSIDE COUNTY FIRE PROTECTION PLANNING
RECORD OF INSPECTIONS / PERMIT CARD
THIS CARD IS TO REMAIN ON SITE AT ALL TIMES.
INSTALLING CONTRACTOR MUST BE PRESENT FOR ALL INSPECTIONS. SEE NOTES ON REVERSE SIDE.
JOB
ADDRESS: 80775 VISTA BONITA TRAIL PERMIT#: FSS2022-0207 DATE
ISSUED: 12/5/2022
DESCRIPTION: HUGHES BARN – 13D CONTRACTOR: SHASTA FIRE PROTECTION INC
HYDRANT SYSTEM DATE INITIALS SPECIAL SUPPRESSION DATE INITIALS
Thrust block pre-pour Door fan test
UG rough piping Abort test
UG hydro Mechanical shutdown
Flush Detector test
Final E F Deluge/pre-action
SPRINKLER U.G. Final E F
Thrust block pre-pour UST/AST TANK
UG rough piping Installation
UG hydro Removal
Flush Emergency shut off
Final E F Primary piping
FIRE SPRINKLER Secondary piping
Weld inspection Dispensers & shear valves
Overhead rough piping Final E F
Overhead hydro MISC. INSPECTIONS
UG flush / OK to connect Spray booths
Main drain/inspectors’ test Hood/duct extinguishing
High pile storage High pile rack storage
In-rack sprinklers H.P. vents/access/corridors
Hose racks Tract access/hydrant verification
Final E F Access & Address verification
HOOD EXTINGUISHING OTHER CONST. PERMIT
Detection system
Function test
Gas/electrical shut-off
Nozzle model/placement
Fire alarm connection
Final E F
SPRAY BOOTHS FIRE CODE PERMIT(S)
Installation
Air flow test
Mechanical interlock
Extinguishing system
Fire alarm connection
Final E F
FIRE ALARM KNOX SYSTEM
Rough-wire inspection Building Knox box
Function test Gate access Knox box/padlock
Duct detectors/velocity BUILDING INSPECTIONS
24 hr. battery test T/I final
Sprinkler monitoring Shell final
Final E F Final for occupancy
FINAL INSPECTION DATE: INSPECTORS SIGNATURE:
**WHEN CALLING FOR AN INSPECTION PLEASE HAVE PERMIT NUMBER READY. SEE NOTES ON REVERSE SIDE**
78495 CALLE TAMPICO, LA QUINTA, CA 92253 / 760-777-7000 / INSPECTION HOTLINE: 760-777-7131
INSPECTION NOTES
1. Sway bracing and hangers will be inspected at the time of rough piping inspection.
2. All required hydrostatic pressure tests shall maintain 200 psi for a 2-hour duration. (EX: Residential Fire Sprinkler
Systems)
3. Fire sprinkler system remodels: if indicated on plans or this card, a hydrostatic pressure test shall be required.
4. All underground joints and thrusts blocks shall be exposed and readily visible during the hydrostatic test.
5. Contractor shall supply all testing equipment, access and operating instructions at time of test.
6. All systems shall be inspected, tested, and approved by a Fire Inspector before any work is started that may cause the
affected system to be covered or hidden.
POLICIES ON FIELD INSPECTIONS
A. INSPECTION REQUESTS: Inspections are made subject to availability. Please have the permit number available when
scheduling inspections. For City of La Quinta inspections call: (760) 777-7131.
B. APPROVED PLANS: Shall be kept on the job site at all times that work is in progress. Work shall NOT commence
without approved plans.
C. INSPECTION REQUESTS: As required by the California Fire Code, the appropriate installing contractor shall be required
to schedule the necessary inspections and be present on site for inspections.
D. RE-INSPECTIONS: Will be charged against a permit when an inspection has failed, is not ready, the responsible party not
on site or where previously noted corrections have not been completed.
E. COMMODITIES: Unless otherwise noted on approved plans or letter of conditions, no commodities shall be entered into
the structure until clearance has been granted by the Fire Dept and Building Official.
F. OCCUPANCY: Buildings shall NOT be occupied by persons other than construction workers until a Final Fire Clearance
has been granted by the Fire Dept and a Certificate for Occupancy has been issued by the Building Official.
INSPECTION NOTES:
THIS CARD IS REQURIED TO BE POSTED AT THE CONSTRUCTION SITE. THIS CARD AND APPROVED PLANS MUST BE
AVAILABLE AT THE CONSTRUCTION SITE FOR ALL INSPECTIONS.
THIS PERMIT SHALL EXPIRE AND BECOME NULL AND VOID IF THE WORK AUTHORIZED IS NOT COMMENCED WITHIN 180
DAYS OR IF THE WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS OR MORE.
THIS PERMIT IS FOR FIRE DEPARTMENT APPROVAL ONLY AND DOES NOT INTEND TO ABROGATE MORE RESTRICTIVE
REQUIREMENTS OF OTHER AGENCIES HAVING RESPONSIBILITY.