FSS2020-0107ADDITIONAL SITES
CHRONOLOGY
CONTACTS
NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL
APPLICANT FIRE SPRINKLER SYSTEMS INC 705 E HARRISON ST STE
200
CORONA CA 92879 (800)915-3473 jamieb@fireinc.net
BILL TO FIRE SPRINKLER SYSTEMS INC 705 E HARRISON ST STE
200
CORONA CA 92879 (800)915-3473 jamieb@fireinc.net
CONTRACTOR FIRE SPRINKLER SYSTEMS INC 705 E HARRISON ST STE
200
CORONA CA 92879 (800)915-3473 jamieb@fireinc.net
OWNER BARBARA MURAKAMI 78995 DRY CREEK LA QUINTA CA 92253 (800)915-3473 jamieb@fireinc.net
CONDITION
TYPE CONTACT DATE
ADDED
DATE
REQUIRED
DATE
SATISFIED STATUS REMARKS NOTES
READY TO ISSUE
CHECKLIST
ARMANDO
MAGALLON 8/17/2020 PENDING BRES2020-0128 NEEDS TO BE ISSUED BEFORE
ISSUANCE OF FIRE SPRINKLER
CONDITIONS
Description: MURAKAMI / BRES2020-0128 / FIRE SPRINKLER
Type: FIRE SPRINKLER (WEB)Subtype: RESIDENTIAL - CUSTOM
HOMES
Status: APPROVED-CONDITIONS Applied: 8/10/2020 AMA
Parcel No: 776010018 Site Address: 78995 DRY CREEK RD LA QUINTA,CA 92253 Approved: 8/17/2020 KHET
Subdivision: Block: Lot: Issued:
Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled:
Valuation: $0.00 Occupancy Type: Construction Type: Expired: 2/13/2021 ECON
No. Buildings: 0 No. Stories: 0 No. Unites: 0
Details:
Printed: Wednesday, February 22, 2023 3:47:07 PM 1 of 3
Permit Details
City of La Quinta
PERMIT NUMBER
FSS2020-0107
INSPECTIONS
REVIEWS
REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED
DATE
STATUS REMARKS NOTES
1ST FIRE (2 WK)KOHL
HETRICK
8/6/2020 8/20/2020 8/17/2020 APPROVED SEE ATTACHMENTS
1ST PERMIT TECH (1
DAY)
ARMANDO
MAGALLON 8/10/2020 8/11/2020 8/13/2020 COMPLETE
ALL OF THE ATTACHMENTS HAVE BEEN MOVED
FROM FCMP2020-0015. FCMP2020-0015 HAS
BEEN VOIDED AND THIS PERMIT CREATED.
PARENT PROJECTS
FINANCIAL INFORMATION
DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD
BY
FIRE SPRINKLER
SYSTEMS - SINGLE
FAMILY DETACHED
101-0000-42421 0 $161.00 $161.00 8/17/20 WEB6017 CREDIT FIRE SPRINKLER
SYSTEMS INC ECON
FIRE SPRINKLER
SYSTEMS - SINGLE
FAMILY DETACHED PC
101-0000-42420 0 $11.00 $11.00 8/6/20 R61901 006548 CREDIT FIRE SPRINKLER
SYSTEMS INC AMA
FIRE SPRINKLER
SYSTEMS - SINGLE
FAMILY DETACHED PC
101-0000-42420 0 $231.00 $231.00 8/17/20 WEB6017 CREDIT FIRE SPRINKLER
SYSTEMS INC ECON
Total Paid for FIRE FEES: $403.00 $403.00
RECORDS
MANAGEMENT FEE 101-0000-42416 0 $10.00 $10.00 8/6/20 R61901 006548 CREDIT FIRE SPRINKLER
SYSTEMS INC AMA
Total Paid for RECORDS MANAGEMENT FEE: $10.00 $10.00
TECHNOLOGY
ENHANCEMENT FEE 502-0000-43611 0 $5.00 $5.00 8/6/20 R61901 006548 CREDIT FIRE SPRINKLER
SYSTEMS INC AMA
Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00
TOTALS:$418.00 $418.00
Printed: Wednesday, February 22, 2023 3:47:07 PM 2 of 3
Permit Details
City of La Quinta
PERMIT NUMBER
FSS2020-0107
ATTACHMENTS
Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED
DOC 8/13/2020 ARMANDO MAGALLON APPLICATION Scull Applicaiton 1.pdf 1
DOC 8/13/2020 ARMANDO MAGALLON 1ST SUBMITTAL - CALCS 31991-00 CALC.pdf 1
DOC 8/13/2020 ARMANDO MAGALLON 1ST SUBMITTAL - FIRE
FLOW TEST
31991-00 FIRE FLOW
TEST.pdf 1
DOC 8/13/2020 ARMANDO MAGALLON 1ST SUBMITTAL -
SPRINKLER PLAN
31991-00 SPRINKLER
PLAN.pdf 1
DOC 8/17/2020 KOHL HETRICK FSS2020-0107 - COA and
JOB CARD.pdf
FSS2020-0107 - COA and
JOB CARD.pdf 1
DOC 8/17/2020 KOHL HETRICK FSS2020-0107 -
APPROVED PLANS.pdf
FSS2020-0107 -
APPROVED PLANS.pdf 1
DOC 8/27/2020 KOHL HETRICK FSS2020-0107 - COA and
JOB CARD.pdf
FSS2020-0107 - COA &
JOB CARD.pdf 1
DOC 8/27/2020 KOHL HETRICK FSS2020-0107 -
APPROVED PLANS.pdf
FSS2020-0107 -
APPROVED PLANS.pdf 1
BOND INFORMATION
Printed: Wednesday, February 22, 2023 3:47:07 PM 3 of 3
Permit Details
City of La Quinta
PERMIT NUMBER
FSS2020-0107
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LICENSE NO. 684600
705 E. HARRISON ST., SUITE 200
CORONA, CA 92879
PH - 800-915-3473
FAX - 951-272-2535
CUSTOM, TRACT, MULTI-FAMILY
AND COMMERCIAL
DESIGN, ENGINEERING AND
INSTALLATION
1/4" = 1'
IF SHEET IS LESS THAN
SIZE - 24" X 36"
SHEET ID
24" X 36" IT IS A REDUCED
SCALE
PRINT SCALE
REDUCE ACCORDINGLY
CLASSIFICATION
C-16
LICENSE NO.
684600FIREPROTECTIONCO
N
T
R
ACTORFST
A
TE
OF C A L IF O RNIAThe recipient of these plans
hereby acknowledges that all
plans, details, specifications or
methods of installation
contained in this set of plans is
the sole property of Fire
Sprinkler Systems, Inc. and
that any use of this set of plans
is prohibited and is a violation
of copyright laws without first
receiving permission from Fire
Sprinkler Systems.VIKINGVIKING4.94.9200°175°16'x16'16'x16'SPACINGTEMP.K-FAC.SYMBOLMODELMANUF.SIN #VK494VK468FREEDOMPENDENT7/16"7/16"ORIFICEFREEDOMCONC. PEND.255QUANTITY-TOTAL SPRINKLERS IN THIS SHEET:30--------CUSTOM
FIRE SPRINKLER PLAN
SHEET FP2 OF FP3
DESIGN AND INSTALLATION SHALL
CONFORM TO NFPA 13D, 2016 ED.
NOTES:
1.ALL HEAD SPACING TO BE 16'x16', UNLESS OTHERWISE
NOTED.
2.ALL PIPES TO BE ¾" CPVC, UNLESS OTHERWISE NOTED.
3.PIPE CLEARANCES MUST BE IN ACCORDANCE WITH NFPA
13-9.3.4.
4.HANGERS SHOWN FOR REFERENCE PURPOSES ONLY.
HANGER SPACING TO BE PER TABLES ON THIS SHEET.
5.ALL PIPING INSTALLED WITHIN THE ATTIC SHALL BE
PROVIDED WITH MIN. 6" INSULATION ON THE ATTIC SIDE OF
THE PIPING TO AVOID EXPOSURE OF THE PIPING TO
TEMPERATURES IN EXCESS OF THE PIPES RATED
TEMPERATURE (2016 NFPA 13D 7.7).
6.SPRINKLERS SHALL NOT BE REQUIRED IN BATHROOMS OF
55sqft. AND LESS. (SECTION 8.3.2.)
7.SPRINKLERS SHALL NOT BE REQUIRED IN CLOTHES
CLOSETS, LINEN CLOSETS, AND PANTRIES THAT MEET ALL
OF THE FOLLOWING REQUIREMENTS:
(1) THE AREA OF THE SPACE DOES NOT EXCEED 24sqft.
(2) THE WALLS AND CEILINGS ARE SURFACED WITH
NONCOMBUSTIBLE OR LIMITED-COMBUSTIBLE
MATERIALS AS DEFINED IN NFPA 220.
8. 8.2.5.1.2 THE DISTANCE SHALL BE MEASURED FROM THE
CENTER OF THE SPRINKLER TO THE CENTER OF THE
OBSTRUCTION.
9. 8.2.5.6 SHADOW AREAS SHALL BE PERMITTED IN THE
PROTECTION AREA OF A SPRINKLER AS LONG AS THE
CUMULATIVE DRY AREA DO NOT EXCEED 15sqft (1.4 sqm)
PER SPRINKLER.
TOTAL LIVING AREA -
GARAGE AREA-
2,616 SQ. FT.
444 SQ. FT.
SIZE - SYSTEM PIPE: 3/4" thru 3"
MATERIAL - CARBON STEEL.
FINISH - Mil. Galvanized.
LISTING/APPROVAL -
203-EX 4231, EX 2551
FUNCTION - Support horizontal piping: CPVC, Copper or Steel.
Size 3/4" - 2" Prevents upward movement of pipe from pendent sprinkler discharge.
Stabilize vertical piping.
INSTALLATION - Per these instructions
including NFPA 13, 13R, 13D and CPVC manufacturers instructions.
install on horizontal or vertical mounting surface.
FASTENERS - UL Listed per NFPA 13
in WOOD:
3/4" - 3" CPVC PIPE - #905 screw - no pre-drill.
3/4" - 3" Steel and Copper pipe - #14 x 1 1/2" SMS or
1/4"x1 1/2" lag bolt - no pre-drill.
in STEEL: min. 18 GA.
3/4" - 3" CPVC, Copper and Steel pipe - 1/4" or #14 Tek Screw.
FEATURES
* Offset edge eliminates abrasion.
* Retainer dimples secure hanger to pipe during installation.
* Required AFCON #905 screw included - 5/16" hex head.
ORDERING - Part # and pipe size.
CAN ALSO BE USED TO REPLACE - #500 Pipe Strap
#520 Tin Strap
StabilizeHanger
Restraint
2.126
2.312
3.170
3.400
4.320
5.3203
2 1/2
1 1/2
1 1/4
1
3/4
510
SIZE
FAST.
DIM.
AFCON 510 HANGER (STEEL - COPPER - C.P.V.C.)
NOT TO SCALE
Nominal Pipe Size (in.)
¾"1"1¼"1½"2"2½"3"3½"4"5"6"8"
N/A 12'-0"12'-0"15'-0"15'-0"15'-0"15'-0"15'-0"15'-0"15'-0"15'-0"
12'-0"N/A
15'-0"
12'-0"12'-0"12'-0"12'-0"12'-0"N/A N/A N/A N/A N/A
8'-0"8'-0"10'-0"10'-0"12'-0"12'-0"12'-0"15'-0"15'-0"15'-0"15'-0"15'-0"
5'-6"6'-0"6'-6"7'-0"8'-0"9'-0"10'-0"N/A N/A N/A N/A N/A
N/A 3'-9"4'-7"5'-0"5'-11"N/A N/A N/A N/A N/A N/A N/A
2'-11"3'-4"3'-11"4'-5"5'-5"N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A 15'-0"N/A N/A 15'-0"N/A 15'-0"15'-0"
Steel pipe except threaded
lightwall
Threaded lightwall steel
pipe
Copper tube
CPVC
Polybutylene (IPS)
Polybutylene (CTS)
Ductile iron pipe
1.50
#905 #906
AFCON 514 HANGER (STEEL - COPPER - C.P.V.C.)
NOT TO SCALE
Restraint
Restraint
Nominal Pipe Size (in.)
¾"1"1¼"1½"2"2½"3"3½"4"5"6"8"
N/A 12'-0"12'-0"15'-0"15'-0"15'-0"15'-0"15'-0"15'-0"15'-0"15'-0"
12'-0"N/A
15'-0"
12'-0"12'-0"12'-0"12'-0"12'-0"N/A N/A N/A N/A N/A
8'-0"8'-0"10'-0"10'-0"12'-0"12'-0"12'-0"15'-0"15'-0"15'-0"15'-0"15'-0"
5'-6"6'-0"6'-6"7'-0"8'-0"9'-0"10'-0"N/A N/A N/A N/A N/A
N/A 3'-9"4'-7"5'-0"5'-11"N/A N/A N/A N/A N/A N/A N/A
2'-11"3'-4"3'-11"4'-5"5'-5"N/A N/A N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A 15'-0"N/A N/A 15'-0"N/A 15'-0"15'-0"
Steel pipe except threaded
lightwall
Threaded lightwall steel
pipe
Copper tube
CPVC
Polybutylene (IPS)
Polybutylene (CTS)
Ductile iron pipe
SIZE - SYSTEM PIPE: 3/4" thru 2"
MATERIAL - Carbon Steel.
FINISH - Mil. Glavanized.
LISTING/APPROVAL -
INSTALLATION - Per these instructions
PATENT - No. 6,648,278.
203-EX 4231, EX 2551
Stabilize vertical piping.
Install on horizontal or vertical mounting surface.
FUNCTION - Support horizontal piping: CPVC, Copper or Steel.
WOOD - CPVC pipe - #905 screw- no pre-drill.
Provides listed vertical/horizontal restraint and prevents
Thru 5/8" gypsum board - 1/4"x 2" lag screw.
upward movement of pipe from pendent sprinkler discharge.
When #905 threads are exposed in wood, install #906 backing nut.
including NFPA 13, 13R, 13D and CPVC manufacturers instructions.
Snap over pipe then squeeze strap back allowing pipe to slide freely.
STEEL - min. 18 GA. - CPVC, Copper and Stell pipe - 1/4" or #14 Tek Screw.
FASTENERS - UL Listed per NFPA 13
CONCRETE: Required minimum load each fasterner = 5(wt)+250lbs.
Copper and Steel pipe - #14 SMS or 1/4 "x1 1/2" lag screw - no pre-drill.
2
FEATURES
* 1 1/2" Offset - loose fit allows pipe to slide.
* Common center-line for 3/4" and 1".
* Offset edge eliminates abrasion.
* AFCON #905 screw included - 5/16" hex head.
ORDERING - Part # and pipe size.
AFCON #906 backing nut sold serparately.
3.00
Stabilize
Hanger/Restrainer NO.DATEREVISION123452
8
0
10
3
0 6
0
2 0 5 0
3
0
6
0
3
0
6
0
3
0
6
0
2
0
4
0
CO
V
E
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E
D
P
A
T
I
O
10'-
0
"
C
L
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.
KIT
C
H
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10'-
0
"
C
L
G
.
GR
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M
10'-
0
"
C
L
G
.
PA
N
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Y
/
W
I
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E
10'-
0
"
C
L
G
.
BA
T
H
3
9'-0
"
C
L
G
.
BE
D
R
O
O
M
3
9'-0
"
C
L
G
.
W.I.
C
.
9'-0
"
C
L
G
.
LIN
E
N
BE
D
R
O
O
M
2
9'-0
"
C
L
G
.
MEDIA
9'-0" CLG.
GALLERY
10'-0" CLG.
BATH 2
9'-0" CLG.
W.I.C.
9'-0" CLG.
53 SQFT.
ENTRY
10'-0" CLG.
COVERED PORCH
14'-0" CLG.
LAUNCH
9'-0" CLG.
LAUNDRY
9'-0" CLG.
ATTIC
ACCESS
9'-0" CLG.
LINEN
MASTER BEDROOM
10'-0" CLG.
28 SQFT.
MASTER BATH
10'-0" CLG.
W.I.C.
10'-0" CLG.
GARAGE
10'-0" CLG.
LINEN
HE
A
T
Z
O
N
E
SCALE: 1/4" = 1'-0"
FIRE SPRINKLER PLAN
9'-0" CLG.
20 SQ. FT.
HE
A
T
Z
O
N
E
RISER
LOCATIONDN ¾"
x 1
'-0"
10
CALC AREA 1
25
S
Q
.
F
T
.
1'10'-2"1'4'-1"6'-4"10'-1"6'-11"9'-11"3'-10"6'-1"9'-3"3'-7"4'-5"2'-11"
4'-2"
3'-4"
5'-2"
1'-2"
1'10'-1"1'3'7'-5"2'-2"2'-6"8'-8"4'-1"1'-4"2'6'-5"6'-3"1'1'11'
14'
7'-4
"
1'-1
"9'-4"6'-6"1'-9"2'-1
"3'-2"1'1'1'5'-7
"
5'-5
"
6'-1
1
"
7'-2
"
3'-2
"
3'
5'-2
"15'1'5'-6"2'-11"7"
2'-1
"6'-9"2'-5"1'1'2'-6"4'-1"5'-7"1'
1'8'-11"2'-2"1'-4"2'-2"11'-2"10'-1"6'-2"5'5'-5"7'
5'-11"9'-11"8'2'-3"
8'9'-3"7'-2"7'-2"5'-10"5'5'-10"
5'-8"3'-10"5'-2"2'-5"7'-8"7'-4"13'-6"6'-7"2'-9"9'6'-6"4'-1"3'-10"5'-4"9'6'-8"6'-1
1
"2'-9"4'-6"5'-5
"3'-5"14'16'11'
7'-6
"3'-2"3'DN ¾" x
1
'-0"DN ¾" x
1
'-0"DN ¾"
x 1
'-0"DN ¾"
x 1
'-0"DN ¾" x 1'-0"(2) 90° ELBOWS (2) 90° ELBOWS20'x
2
0
'
S
P
A
C
I
N
G
20'x
2
0
'
S
P
A
C
I
N
G
LIN
E
N
9'-0
"
C
L
G
.4'-8"11
17
16
14
15
12
13
18
CALC AREA 2
DRAWN BY:
31991
7/30/20
JOB NO:
DATE:
C.P.BARBARA MURAKAMISCULLBY:LA QUINTA, CA.CUSTOM78995 DRY CREEK ROAD---------9'-0" CLG.
4:12
CUSTOM
SECTIONS
LICENSE NO. 684600
705 E. HARRISON ST., SUITE 200
CORONA, CA 92879
PH - 800-915-3473
FAX - 951-272-2535
CUSTOM, TRACT, MULTI-FAMILY
AND COMMERCIAL
DESIGN, ENGINEERING AND
INSTALLATION
1/4" = 1'
IF SHEET IS LESS THAN
SHEET FP3 OF FP3
SIZE - 24" X 36"
SHEET ID
24" X 36" IT IS A REDUCED
SCALE
PRINT SCALE
REDUCE ACCORDINGLYNO.DATEREVISION12345CLASSIFICATION
C-16
LICENSE NO.
684600FIREPROTECTIONCO
N
T
R
ACTORFST
A
TE
OF C A L IF O RNIAThe recipient of these plans
hereby acknowledges that all
plans, details, specifications or
methods of installation
contained in this set of plans is
the sole property of Fire
Sprinkler Systems, Inc. and
that any use of this set of plans
is prohibited and is a violation
of copyright laws without first
receiving permission from Fire
Sprinkler Systems.SECTIONS FOR REFERENCE ONLYWDW HDR
8'-0"9'-1"F.F.
T.P.
F.F.
T.P.
F.F.
T.P.10'-1"F.F.
T.P.
WDW HDR
8'-0"10'-1"10'-1"F.F.
T.P.
F.F.
T.P.9'-1"10'-1"F.F.
T.P.14'-1"F.F.
T.P.10'-1"10'-1"F.F.
T.P.10'-1"F.F.
T.P.10'-1"10'-1"SCALE: 1/4" = 1'-0"
SECTION A
SCALE: 1/4" = 1'-0"
SECTION B
SCALE: 1/4" = 1'-0"
SECTION C
GREAT ROOM STO.GALLERY LAUNDRY LAUNCH
9'-1"10'-1"9'-1"W.I.C.GARAGE
COVERED PATIO GALLERY PORCH
MASTER BEDROOM MASTER BATH MASTER BATH GARAGE
DRAWN BY:
31991
7/30/20
JOB NO:
DATE:
C.P.BARBARA MURAKAMISCULLBY:LA QUINTA, CA.CUSTOM78995 DRY CREEK ROAD
DATE: 7/30/2020 S:\2020\31991\CALC\31991-00.rdf Page 1
FIRE SPRINKLER SYSTEMS
705 E. HARRISON, SUITE 200
CORONA,
RESIDENTIAL SPRINKLER SYSTEM
HYDRAULICS CALCULATION REPORT
FOR
SCULL
LA QUINTA, CA.
78995 DRY CREEK ROAD
*10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN
CALC AREA 1
Date: 7/30/2020
File No: 31991
Data File Name: 31991-00.rdf
SPRINKLER SPACING
256.0 sq. ft./spklr.(max) Max. Dist. Bet. Spklrs: 16.0 ft.
Min. Dist. Bet. Spklrs: 8.0 Max. Dist. Spklr. to Wall: 8.0 ft.
SPRINKLER SPECIFICATIONS
Mfr: Viking Descr: VK494 Conc.Pend.(16x16) K=4.90
Calculated K Factor for Arm-Overs & Drops:
1.0 ft. x 0.874 in. Drop: K=4.71 (Incl. 1 Tee)
0.0 ft. x 0.874 in. Arm-Over: K=4.67 (Incl. 1 Tee & 1 Ell)
PIPE SPECIFICATIONS
Type: CPVC HWC: 150
WATER SUPPLY
Source: Public Test Date: By:
Static: 87.2 psi Resid: 82.1 psi Flow:1550.0 gpm
Public Main Size: 8 in
Domestic Demand: 5.0 gpm at node number 5
SPRINKLER DEMAND
No.Spklrs. Min Spklr. Press. Node Total Avail. Req'd
Flowing Flow (psi) No. Flow Press. Press.
1 13.0 7.6 17 18.0 87.2 30.7
2 13.0 7.6 17 31.2 87.2 52.9
REVIEWING AUTHORITY
LA QUINTA F.D.
DATE: 7/30/2020 S:\2020\31991\CALC\31991-00.rdf Page 2
RESULTS OF ANALYSIS
PIPE & NODE DATA * FLOW ANALYSIS
* 1 sprinkler flowing * 2 sprinklers flowing
FIXD * *
P # END LEN FIT. LOSS EL SP *DISCH FLOW PF PT *DISCH FLOW PF PT
HWC NOD DIA EQV.LN PUMP (FT) (K) *(GPM) FL/FT PE (PSI)*(GPM) FL/FT PE (PSI)
====================================*=====================*=====================
1 1 30.00 BG ---- -2.0 SRCE ---- 18.0 3.30 30.7 ---- 31.1 9.09 52.9
150 2 0.995 6.0 ---- -2.0 ---- ---- 0.09 0.00 27.4 ---- 0.25 0.00 43.8
2 2 1.00 -4.0 -2.0 ---- ---- 18.0 0.09 27.4 ---- 31.2 0.25 43.8
150 3 0.995 0.0 ---- -2.0 ---- ---- 0.09 0.00 23.3 ---- 0.25 0.00 39.5
3 3 70.00 3L ---- -2.0 ---- ---- 18.0 0.91 23.3 ---- 31.2 2.50 39.5
150 4 1.590 27.0 ---- -2.0 ---- ---- 0.01 0.00 22.4 ---- 0.03 0.00 37.0
4 4 4.00 L ---- -2.0 ---- ---- 18.0 0.10 22.4 ---- 31.2 0.27 37.0
150 5 1.505 4.0 ---- 2.0 -5 5 0.01 1.73 20.6 5 0.03 1.73 35.0
5 5 2.00 R ---- 2.0 -5 5 13.0 0.09 20.6 5 26.2 0.34 35.0
150 6 1.101 1.0 ---- 4.0 ---- ---- 0.03 0.87 19.6 ---- 0.11 0.87 33.8
6 6 1.00 -3.0 4.0 ---- ---- 13.0 0.03 19.6 ---- 26.2 0.11 33.8
150 7 1.101 0.0 ---- 4.0 ---- ---- 0.03 0.00 16.6 ---- 0.11 0.00 30.7
7 7 7.00 2R ---- 4.0 ---- ---- 13.0 0.28 16.6 ---- 26.2 1.01 30.7
150 10 1.101 2.0 ---- 11.0 ---- ---- 0.03 3.03 13.3 ---- 0.11 3.03 26.7
8 10 11.50 2LR ---- 11.0 ---- ---- 13.0 1.94 13.3 ---- 26.2 7.05 26.7
150 11 0.874 9.0 ---- 11.0 ---- ---- 0.09 0.00 11.4 ---- 0.34 0.00 19.6
9 11 69.00 3L2B9R ---- 11.0 ---- ---- 6.3 2.36 11.4 ---- 13.0 9.08 19.6
150 12 0.874 27.0 ---- 11.0 ---- ---- 0.02 0.00 9.0 ---- 0.09 0.00 10.5
10 12 10.50 2LB ---- 11.0 ---- ---- 0.0 0.00 9.0 ---- 0.0 0.00 10.5
150 13 0.874 11.0 ---- 10.0 ---- ---- 0.00 0.43 9.4 ---- 0.00 0.43 11.0
11 12 22.00 B2R ---- 11.0 ---- ---- 6.3 0.66 9.0 ---- 13.0 2.55 10.5
150 14 0.874 5.0 ---- 11.0 ---- ---- 0.02 0.00 8.3 ---- 0.09 0.00 8.0
12 14 1.00 R ---- 11.0 ---- ---- 0.0 0.00 8.3 ---- 13.2 0.19 8.0
150 15 0.874 1.0 ---- 11.0 4.71 ---- 0.00 0.00 8.3 13.2 0.10 0.00 7.8
13 14 11.00 B ---- 11.0 ---- ---- 6.3 0.34 8.3 ---- -0.1 0.00 8.0
150 16 0.874 3.0 ---- 11.0 ---- ---- 0.02 0.00 8.0 ---- 0.00 0.00 8.0
14 16 1.00 B ---- 11.0 ---- ---- 13.0 0.38 8.0 ---- 13.0 0.38 8.0
150 17 0.874 3.0 ---- 11.0 4.71 13.0 0.09 0.00 7.6 13.0 0.09 0.00 7.6
15 16 48.00 E2L6R ---- 11.0 ---- ---- -6.7 1.75 8.0 ---- -13.1 6.06 8.0
150 18 0.874 15.0 ---- 11.0 ---- ---- -0.03 0.00 9.8 ---- -0.10 0.00 14.1
16 18 47.00 2B5R ---- 11.0 ---- ---- -6.7 1.61 9.8 ---- -13.1 5.58 14.1
150 11 0.874 11.0 ---- 11.0 ---- ---- -0.03 0.00 11.4 ---- -0.10 0.00 19.6
DATE: 7/30/2020 S:\2020\31991\CALC\31991-00.rdf Page 3
Node Notes
Pipe Notes
Legend:
P - Pipe # LEN - Pipe Length
DIA - Pipe Diameter FIT. - Pipe Fittings
EQV. LN - Pipe Equivalent Length FIXD LOSS - Fixed Loss Device
PUMP - Pump Pressure EL - Node Elevation
SP - K-Factor DISCH - Discharge in gpm
FLOW - Flow Rate FL/FT - Friction Loss per Foot
PF - Pressure Loss due to Friction PE - Pressure Loss due to Elevation
PT - Total Pressure at Node
Fitting Code Letters:
E=45 Ell, L=90 Ell, B=TeeBch, R=TeeRun, C=Couplg, S=SwgChk, G=GatVlv, X= X, Y= Y, Z=
The maximum velocity of water flow occurs in pipe 2
at 7.43 ft/s with 1 sprinkler flowing.
The maximum velocity of water flow occurs in pipe 8
at 13.99 ft/s with 2 sprinklers flowing.
PIPE FITTINGS TABLE
Pipe Table Name: standard.npt
PAGE: C MATERIAL: CPVC HWC: 150
Diameter Equivalent Fitting Lengths in Feet
(in) E L B R C S G X Y Z
45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVlv X Y Z
0.874 1.00 4.00 3.00 1.00 1.00 5.00 2.00 0.00 0.00 0.00
1.101 1.00 5.00 5.00 1.00 1.00 8.00 2.00 0.00 0.00 0.00
PAGE: K MATERIAL: Copper Tube-K HWC: 150
Diameter Equivalent Fitting Lengths in Feet
(in) E L B R C S G X Y Z
45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVlv X Y Z
0.995 1.00 2.00 6.00 2.00 2.00 6.00 0.00 0.00 0.00 0.00
PAGE: L MATERIAL: Copper Tube-L HWC: 150
Diameter Equivalent Fitting Lengths in Feet
(in) E L B R C S G X Y Z
45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVlv X Y Z
1.505 2.00 4.00 9.00 3.00 3.00 10.00 0.00 0.00 0.00 0.00
PAGE: P MATERIAL: PVC HWC: 150
Diameter Equivalent Fitting Lengths in Feet
(in) E L B R C S G X Y Z
45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVlv X Y Z
1.590 2.00 9.00 8.00 1.00 1.00 14.00 3.00 0.00 0.00 0.00
Sprinkler system has been hydraulically calculated with the
HASS HOUSE 3.8.0 computer program (License No. 50081444)
to provide an average imbalance of 0.010 gpm at each node and
a maximum imbalance of 0.01 gpm with one sprinkler
flowing, and 0.010 gpm at each node and maximum imbalance
of 0.06 gpm with 2 sprinklers flowing in accordance
with NFPA 13 and 13D or 13R.
The minimum source pressure is 20.0 psi with a minimum required pressure
DATE: 7/30/2020 S:\2020\31991\CALC\31991-00.rdf Page 4
of 52.9 psi and a 7 minute flow of 218 gal. and a 10 minute flow of 311.5 gallons.
The minimum pressure at any node is 7.6 psi at node 17.
HRS Systems, Inc.
208 Southside Square
Petersburg, TN 37144
(931) 659-9760
DATE: 7/30/2020 S:\2020\31991\CALC\31991-00.rdf Page 5
WATER SUPPLY CURVE
0
0.0
4
9.0
8
18.0
12
27.0
16
36.0
20
45.0
24
54.0
28
63.0
32
72.0
36
81.0
40
90.0
P
R
E
S
S
U
R
E
(
P
S
I
)
Static = 87.2 psi, Residual = 82.1 psi @ 1550 gpm
(1 sprinkler flowing) (2 sprinklers flowing)
A = Available Water Supply
87.2 psi @ 18.0 gpm
A
B = Required Water Supply
30.7 psi @ 18.0 gpm
B
C = Available Water Supply
87.2 psi @ 31.2 gpm
C
D = Required Water Supply
52.9 psi @ 31.2 gpm
D
FLOW (GPM)
DATE: 7/30/2020 S:\2020\31991\CALC\31991-00.rdf Page 6
DATE: 7/30/2020 S:\2020\31991\CALC\31991-00.rdf Page 1
FIRE SPRINKLER SYSTEMS
705 E. HARRISON, SUITE 200
CORONA,
RESIDENTIAL SPRINKLER SYSTEM
HYDRAULICS CALCULATION REPORT
FOR
SCULL
LA QUINTA, CA.
78995 DRY CREEK ROAD
*10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN
CALC AREA 2
Date: 7/30/2020
File No: 31991
Data File Name: 31991-00.rdf
SPRINKLER SPACING
400.0 sq. ft./spklr.(max) Max. Dist. Bet. Spklrs: 20.0 ft.
Min. Dist. Bet. Spklrs: 8.0 Max. Dist. Spklr. to Wall: 10.0 ft.
SPRINKLER SPECIFICATIONS
Mfr: Viking Descr: VK494 Conc.Pend.(20x20) K=4.90
Calculated K Factor for Arm-Overs & Drops:
1.0 ft. x 0.874 in. Drop: K=4.71 (Incl. 1 Tee)
0.0 ft. x 0.874 in. Arm-Over: K=4.67 (Incl. 1 Tee & 1 Ell)
PIPE SPECIFICATIONS
Type: CPVC HWC: 150
WATER SUPPLY
Source: Public Test Date: By:
Static: 87.2 psi Resid: 82.1 psi Flow:1550.0 gpm
Public Main Size: 8 in
Domestic Demand: 5.0 gpm at node number 5
SPRINKLER DEMAND
No.Spklrs. Min Spklr. Press. Node Total Avail. Req'd
Flowing Flow (psi) No. Flow Press. Press.
1 20.0 18.0 13 25.0 87.2 55.1
1 20.0 18.0 13 25.0 87.2 55.1
REVIEWING AUTHORITY
LA QUINTA F.D.
DATE: 7/30/2020 S:\2020\31991\CALC\31991-00.rdf Page 2
RESULTS OF ANALYSIS
PIPE & NODE DATA * FLOW ANALYSIS
* 1 sprinkler flowing * 1 sprinklers flowing
FIXD * *
P # END LEN FIT. LOSS EL SP *DISCH FLOW PF PT *DISCH FLOW PF PT
HWC NOD DIA EQV.LN PUMP (FT) (K) *(GPM) FL/FT PE (PSI)*(GPM) FL/FT PE (PSI)
====================================*=====================*=====================
1 1 30.00 BG ---- -2.0 SRCE ---- 25.0 6.06 55.1 ---- 25.0 6.06 55.1
150 2 0.995 6.0 ---- -2.0 ---- ---- 0.17 0.00 49.0 ---- 0.17 0.00 49.0
2 2 1.00 -4.0 -2.0 ---- ---- 25.0 0.17 49.0 ---- 25.0 0.17 49.0
150 3 0.995 0.0 ---- -2.0 ---- ---- 0.17 0.00 44.8 ---- 0.17 0.00 44.8
3 3 70.00 3L ---- -2.0 ---- ---- 25.0 1.66 44.8 ---- 25.0 1.66 44.8
150 4 1.590 27.0 ---- -2.0 ---- ---- 0.02 0.00 43.2 ---- 0.02 0.00 43.2
4 4 4.00 L ---- -2.0 ---- ---- 25.0 0.18 43.2 ---- 25.0 0.18 43.2
150 5 1.505 4.0 ---- 2.0 -5 5 0.02 1.73 41.3 5 0.02 1.73 41.3
5 5 2.00 R ---- 2.0 -5 5 20.0 0.20 41.3 5 20.0 0.20 41.3
150 6 1.101 1.0 ---- 4.0 ---- ---- 0.07 0.87 40.2 ---- 0.07 0.87 40.2
6 6 1.00 -3.0 4.0 ---- ---- 20.0 0.07 40.2 ---- 20.0 0.07 40.2
150 7 1.101 0.0 ---- 4.0 ---- ---- 0.07 0.00 37.1 ---- 0.07 0.00 37.1
7 7 7.00 2R ---- 4.0 ---- ---- 20.0 0.61 37.1 ---- 20.0 0.61 37.1
150 10 1.101 2.0 ---- 11.0 ---- ---- 0.07 3.03 33.5 ---- 0.07 3.03 33.5
8 10 11.50 2LR ---- 11.0 ---- ---- 20.0 4.29 33.5 ---- 20.0 4.29 33.5
150 11 0.874 9.0 ---- 11.0 ---- ---- 0.21 0.00 29.2 ---- 0.21 0.00 29.2
9 11 69.00 3L2B9R ---- 11.0 ---- ---- 11.4 7.11 29.2 ---- 11.4 7.11 29.2
150 12 0.874 27.0 ---- 11.0 ---- ---- 0.07 0.00 22.1 ---- 0.07 0.00 22.1
10 12 10.50 2LB ---- 11.0 ---- ---- 20.0 4.50 22.1 ---- 20.0 4.50 22.1
150 13 0.874 11.0 ---- 10.0 4.71 20.0 0.21 0.43 18.0 20.0 0.21 0.43 18.0
11 12 22.00 B2R ---- 11.0 ---- ---- -8.6 1.19 22.1 ---- -8.6 1.19 22.1
150 14 0.874 5.0 ---- 11.0 ---- ---- -0.04 0.00 23.3 ---- -0.04 0.00 23.3
12 14 1.00 R ---- 11.0 ---- ---- 0.0 0.00 23.3 ---- 0.0 0.00 23.3
150 15 0.874 1.0 ---- 11.0 ---- ---- 0.00 0.00 23.3 ---- 0.00 0.00 23.3
13 14 11.00 B ---- 11.0 ---- ---- -8.6 0.61 23.3 ---- -8.6 0.61 23.3
150 16 0.874 3.0 ---- 11.0 ---- ---- -0.04 0.00 23.9 ---- -0.04 0.00 23.9
14 16 1.00 B ---- 11.0 ---- ---- 0.0 0.00 23.9 ---- 0.0 0.00 23.9
150 17 0.874 3.0 ---- 11.0 ---- ---- 0.00 0.00 23.9 ---- 0.00 0.00 23.9
15 16 48.00 E2L6R ---- 11.0 ---- ---- -8.6 2.77 23.9 ---- -8.6 2.77 23.9
150 18 0.874 15.0 ---- 11.0 ---- ---- -0.04 0.00 26.6 ---- -0.04 0.00 26.6
16 18 47.00 2B5R ---- 11.0 ---- ---- -8.6 2.55 26.6 ---- -8.6 2.55 26.6
150 11 0.874 11.0 ---- 11.0 ---- ---- -0.04 0.00 29.2 ---- -0.04 0.00 29.2
DATE: 7/30/2020 S:\2020\31991\CALC\31991-00.rdf Page 3
Node Notes
Pipe Notes
Legend:
P - Pipe # LEN - Pipe Length
DIA - Pipe Diameter FIT. - Pipe Fittings
EQV. LN - Pipe Equivalent Length FIXD LOSS - Fixed Loss Device
PUMP - Pump Pressure EL - Node Elevation
SP - K-Factor DISCH - Discharge in gpm
FLOW - Flow Rate FL/FT - Friction Loss per Foot
PF - Pressure Loss due to Friction PE - Pressure Loss due to Elevation
PT - Total Pressure at Node
Fitting Code Letters:
E=45 Ell, L=90 Ell, B=TeeBch, R=TeeRun, C=Couplg, S=SwgChk, G=GatVlv, X= X, Y= Y, Z=
The maximum velocity of water flow occurs in pipe 8
at 10.69 ft/s with 1 sprinkler flowing.
The maximum velocity of water flow occurs in pipe 8
at 10.69 ft/s with 1 sprinklers flowing.
PIPE FITTINGS TABLE
Pipe Table Name: standard.npt
PAGE: C MATERIAL: CPVC HWC: 150
Diameter Equivalent Fitting Lengths in Feet
(in) E L B R C S G X Y Z
45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVlv X Y Z
0.874 1.00 4.00 3.00 1.00 1.00 5.00 2.00 0.00 0.00 0.00
1.101 1.00 5.00 5.00 1.00 1.00 8.00 2.00 0.00 0.00 0.00
PAGE: K MATERIAL: Copper Tube-K HWC: 150
Diameter Equivalent Fitting Lengths in Feet
(in) E L B R C S G X Y Z
45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVlv X Y Z
0.995 1.00 2.00 6.00 2.00 2.00 6.00 0.00 0.00 0.00 0.00
PAGE: L MATERIAL: Copper Tube-L HWC: 150
Diameter Equivalent Fitting Lengths in Feet
(in) E L B R C S G X Y Z
45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVlv X Y Z
1.505 2.00 4.00 9.00 3.00 3.00 10.00 0.00 0.00 0.00 0.00
PAGE: P MATERIAL: PVC HWC: 150
Diameter Equivalent Fitting Lengths in Feet
(in) E L B R C S G X Y Z
45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVlv X Y Z
1.590 2.00 9.00 8.00 1.00 1.00 14.00 3.00 0.00 0.00 0.00
Sprinkler system has been hydraulically calculated with the
HASS HOUSE 3.8.0 computer program (License No. 50081444)
to provide an average imbalance of 0.010 gpm at each node and
a maximum imbalance of 0.02 gpm with one sprinkler
flowing, and 0.010 gpm at each node and maximum imbalance
of 0.01 gpm with 1 sprinklers flowing in accordance
with NFPA 13 and 13D or 13R.
The minimum source pressure is 20.0 psi with a minimum required pressure
DATE: 7/30/2020 S:\2020\31991\CALC\31991-00.rdf Page 4
of 55.1 psi and a 7 minute flow of 175 gal. and a 10 minute flow of 250.0 gallons.
The minimum pressure at any node is 18.0 psi at node 13.
HRS Systems, Inc.
208 Southside Square
Petersburg, TN 37144
(931) 659-9760
DATE: 7/30/2020 S:\2020\31991\CALC\31991-00.rdf Page 5
WATER SUPPLY CURVE
0
0.0
4
9.0
8
18.0
12
27.0
16
36.0
20
45.0
24
54.0
28
63.0
32
72.0
36
81.0
40
90.0
P
R
E
S
S
U
R
E
(
P
S
I
)
Static = 87.2 psi, Residual = 82.1 psi @ 1550 gpm
(1 sprinkler flowing) (1 sprinklers flowing)
A = Available Water Supply
87.2 psi @ 25.0 gpm
A
B = Required Water Supply
55.1 psi @ 25.0 gpm
B
C = Available Water Supply
87.2 psi @ 25.0 gpm
C
D = Required Water Supply
55.1 psi @ 25.0 gpm
D
FLOW (GPM)
DATE: 7/30/2020 S:\2020\31991\CALC\31991-00.rdf Page 6
DESIGN & DEVELOPMENT DEPARTMENT
78-495 Calle Tampico
La Quinta, California 92253
(760) 777-7125 / FAX (760) 777-7011
OFFICE USE ONLY:
REVIEW DATE: ______________
APPROVED CORRECTIONS
CALLED FOR PICKUP:_________
PICKED UP:_________________
SUBMITTAL #_________ REVISION #________ PERMIT NO.
APPLICANT/OWNER INFORMATION
Applicant Name: Owner Name:
Mailing Address: Site Address:
Phone Number: Project
Email:
Description: (Include # of sprinkler heads)
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.
CONTRACTOR INFORMATION
Contractor Name:
Contractor #:
Signature:
Contact Person:
Mailing Address:
Print Name:
City, State, Zip:
Phone Number:
Business License #:
Email Address:
------------ HOURLY@161/HR
$670 HOURLY@161/HR
$791
$992 $418
$1234 HOURLY@161/HR
$418
------------ HOURLY@161/HR
$418
$498 $740
$579 HOURLY@161/HR
------------ HOURLY@161/HR
$176 $901
$257 HOURLY@161/HR
$337 $659
$590 $579
$418
$418 $161
$1062 HOURLY@161/HR
OFFICE OF THE FIRE MARSHAL – LA QUINTA
78495 Calle Tampico, La Quinta, CA 92253 • Phone (760) 777-7074
• www.rvcfire.org
August 17, 2020
FIRE SPRINKLER SYSTEMS INC
705 E Harrison St #200
Corona, CA 92879
Re: Residential Fire Sprinkler Plan Review – MURAKAMI SCULL RESIDENCE
FSS2020-0107 / 78995 DRY CREEK ROAD, 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: 78995 DRY CREEK ROAD PERMIT#: FSS2020-0107 DATE
ISSUED: 8/17/2020
DESCRIPTION: SCULL RESIDENCE CONTRACTOR: FIRE SPRINKLER SYSTEMS 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.