FCMP2022-0005 Capistrano Plan 2a u�tt
Project Details PROJECT NUMBER
` =�w City of La Qu i nta FCM P2022-0005
MoFT�•
Description: CAPISTRANO / TRACT# 31910 / MASTER PLAN TYPE 2
(2529)
Status: APPROVED
Type: FIRE CONSTRUCTION MASTER PLAN (WEB)
Status Date:
Subtype: FIRE SPRINKLER MASTER PLAN
Applied: 2/25/2022
Address: 81807 CAMINO SAN JUAN
Approved: 3/24/2022
City, State, Zip: LA QUINTA,CA92253
Closed:
Project Manager:
Expired:
Details:
Pr DAYS
REVIEWS
III ACTIONS
INSPECTIONS
CONDITIONS
ADDITIONAL SITES
CHRONOL
NAME TYPE
NAME
ADDRESSI
CITY
STATE
ZIP
PHONE
FAX
EMAIL
APPLICANT
FIRE SPRINKLER SYSTEMS INC
705 E HARRISON ST STE
200
CORONA
CA
92879
(951)272-2522
jamieb@fireinc.net
OWNER
CAPISTRANO LOTS
940 EMMETT AVE STE
200
BELMONT
CA
94002
(951)272-2522
jamieb@fireinc.net
DESCRIPTION
ACCOUNT
CITY
AMOUNT
PAID
PAID DATE
RECEIPT #
CHECK #
METHOD
PAID BY
CLTD
BY
FIRE STAFF - PER HOUR
101-0000-42420
1
$167.00
$0.00
Total Paid for FIRE FEES: $167.00
$0.00
Printed: Thursday, April 20, 2023 10:32:41 AM 1 of 3 CENTRALSOLIARE
a u�tt
Project Details PROJECT NUMBER
` =�w City of La Qu i nta FCM P2022-0005
MoFT�•
CLTD
DESCRIPTION
ACCOUNT
CITY
AMOUNT
PAID
PAID DATE
RECEIPT #
CHECK #
METHOD
PAID BY
BY
RECORDS
MANAGEMENT FEE -
101-0000-42416
0
$21.00
$0.00
MAJOR
Total Paid for RECORDS MANAGEMENT FEE - MAJOR: $21.00 $0.00
TECHNOLOGY
502-0000-43611
0
$5.00
$0.00
ENHANCEMENT FEE
Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $0.00
INSPECTION TYPE
INSPECTOR
SCHEDULED
DATE
COMPLETED RESULT
DATE
REMARKS
NOTES
FIF
RETURNED
7
REVIEW TYPE
REVIEWER
SENT DATE
DUE DATE
STATUS
REMARKS
NOTES
DATE
1ST FIRE (2WK)
KOHL
2/25/2022
3/11/2022
3/24/2022
APPROVED
SEE ATTACHMENTS
HETRICK
1ST PERMIT
PERMIT TECH
2/25/2022
2/28/2022
2/28/2022
COMPLETE
TECHNICIAN (1DAY)
BUCKET
BOND INFORMATION
Attachment Type
CREATED
OWNER
DESCRIPTION
PATHNAME
SUBDIR
ETRAKIT ENABLED
DOC
2/25/2022
Etrakit Contractor
1ST SUBMITTAL
Plan 2 Application.pdf
1
Application
DOC
2/25/2022
Etrakit Contractor
1ST SUBMITTAL
Plan 2 Tracking
1
Tracking Sheet
Sheet.pdf
DOC
2/25/2022
Etrakit Contractor
1ST SUBMITTAL
PLAN 2.2529 -
1
Sprinkler Plan
SPRINKLER PLAN.pdf
Printed: Thursday, April 20, 2023 10:32:41 AM 2 of 3 CENTRALSOLIARE
a u�tt
Project Details PROJECT NUMBER
` =�w City of La Qu i nta FCM P2022-0005
MoFT�• r
Attachment Type
CREATED
OWNER
DESCRIPTION
PATHNAME
SUBDIR
ETRAKIT ENABLED
DOC
2/25/2022
Etrakit Contractor
1ST SUBMITTAL
PLAN 2.2529_1.pdf
1
HYDRAULIC CALCS
DOC
2/25/2022
Etrakit Contractor
1ST SUBMITTAL Fire
Fire Flow.pdf
1
Flow
FCMP2022-0005 -
FCMP2022-0005 -
DOC
3/24/2022
KOHL HETRICK
APPROVED PLANS AND
APPROVED PLANS AND
1
CALCS.pdf
CALCS.pdf
DOC
3/24/2022
KOHL HETRICK
FCMP2022-0005 - COA
FCMP2022-0005 - COA
1
LETTER.pdf
LETTER.pdf
Printed: Thursday, April 20, 2023 10:32:41 AM 3 of 3 CENTRALSOLIARE
H v:IIF
SENJU SPRINKLER CO., LTD.
Residential Lead Free Flat Concealed Sprinkler.
Pendent -- -
MOdeI: RC-RES. K-Factor: 3.7. SIN: SS8261
GENERAL DESCRIPTION
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HYDRAULIC SYSTEM
This BuiNing is PRP a Itd by A
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Date ISNelled 1211521
Location CALL AREA
Number of SprinNem f
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HYDRAULIC NAMEPLATE
N.T.S.
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CAPIISTRANO
TRAMAbTEUBMITTAL
PLAN
2.M29
IA OUINTA, CA.
IA OUINTA FIRE DEPARTMENT
LEGAL DESCRIPTION
OCCUPANCYR3IU
CONSTRUCTION STORIES
TR CT
BUILDINGARE4. 3JOE SOFT.
DESISPRINKLER
NEDAND INSTALLED PER rots NFPA MD ALL
RESIDENTAL WITH AM DENSITY Vv1THIN AREAS,
BUILDING SUMMARY
• CA REa PENDENT bPRINIER
® m PRINEER
Q RES. PENDENT SPRINKLER S
ORANGE IN ELEVATION
® RISER LOCATION (PER DETAIL)
® NODE POINT FOR GLWLATION
HANGER TICDETAIL
SYMBOLLEGEND
La Ou nta Office of the FIDE Marshal
By Kohl Hetrick , `
FIRE SAFETY SPECIALIST
M412022 8 58 53 AM
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pP-11 Lhe nolaton rfauIY
allal on of any req- fTl 24 Drany
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spp, andyth. tlfarinspection Purposes
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PERMIT# FCMP2O22-0005
MASTER PLAN TYPE 2
APPROVAL STAMP
'FOR REFERENCE ONLY
PRESSURE
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JOB NO: 32190
DATE: 12I15/21
DRAVMI aV: C.P.
RISER DETAIL
N.T.S.
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, X.X.INEERING 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.
PLAN 2.2529
FIRE SPRINKLER PLAN
SHEET FP2 OF FP4
DESIGN AND INSTALLATION SHALL
CONFORM TO NFPA 13D, 2016 ED.
TOTAL LIVING AREA -
GARAGE AREA-
2,529 SQFT.
580 SQFT.NO.DATEREVISION12345Size Range:3 4" through 3"
Finish: Pre-Galvanized Carbon Steel per ASTM A653
Service: Hanger for CPVC, steel, & copper pipe in the horizontal position on the bottom
and side of structural wood beams, composite beams and Steel 20 Ga. (min.) (Fig. A, C
respectively). Can be used as a restrainer when installed on top of structural wood beams
(Fig. B), for limiting pipe movement due to thrust loads during sprinkler system start-up.
It can also be used as a guide to limit movement for pipe in the vertical position. When
used on composite wood beams, web thickness must be 3 8" or greater.
Approvals: cULus Listed
Installation:
• Snap hanger over pipe.
• Secure hanger to mounting surface with screws provided.
• Do not make adjustments to hanger mounting flanges that result in clamping the pipe to the mounting surface. Pipe must be
allowed to move freely through hanger.
• Steel applications require two (2) #14 x 1" hex washer head self-drilling TEK screws. Not Supplied. Part Number STD-0090.
Features:
• Beveled edge design helps protect the CPVC pipe from any rough surface.
• Easily attaches to wood structure with #10 x 1" hex washer head self threading screw supplied with product.
• Retaining dimples hold the strap onto the pipe for ease of installation. (Not shown)
Ordering: Specify pipe size, figure number, and description.
Fig. A Fig. B
Pipe Size
1
2
3
A
1
11⁄4
B
Fig. C
FIG. 186: DIMENSIONS (IN) • WEIGHT (LBS)
øC E
1⁄4
F Approx.
Weight/100 (lbs)
5
6
7
8
9
14
17
3 4
11 4
11 2
21 2
15 16
19 16
113 16
21 4
25 8
213 16
31 4
33 8
37 8
45 16
53 8
65 16
11 8
13 16
118
1½
11116
218
29 16
27 8
312
No pre-drilling required.
NOT TO SCALE
ANVIL 186 HANGER (STEEL - COPPER - C.P.V.C.)
Size Range:3 4" through 2"
Material: Carbon Steel
Finish: Pre-Galvanized per ASTM A653
Service:
• Hanger and surge restraint for horizontal CPVC, steel, and copper piping when installed
on the top, bottom, and side of the supporting structure.
• Guide for vertical CPVC, steel, and copper piping when installed on the side of the
supporting structure.
• Horizontal and vertical seismic restraint per NFPA 13-2016 requirements.
• May be installed with concrete, steel structural members, and other structural
members with fasteners which comply with the requirements of NFPA 13.
Approvals: cULus Listed
Patents: No. 6,648,278
Installation:
• Snap hanger over pipe. If needed, squeeze strap back around pipe.
• CPVC pipe must be allowed to slide freely through the Fig. 188R.
• Secure hanger to mounting surface with screws provided or with listed fasteners.
Features:
• Beveled edge design helps protect the CPVC pipe from any rough surface and eliminates pipe abrasion.
• Easily attaches to wood structure with #10 x 1" hex washer head self-threading screw supplied with
product. No pre-drilling required.
• Bottom of pipe is offset 112" from the structure. Eliminates wooden spacer blocks.
Ordering: Specify CPVC pipe size, figure number and description.
Hanger &
Restrainer
Installation - Backing Nut
Hanger = 1 - at top fastener
Restraint = 2 - on each fastener
Hanger &
Restrainer
Guide &
Restrainer Per NFPA-13D and NFPA-13R
B
A
E øC
F
D
G
Hanger and Restrainer
FIG. 188R: DIMENSIONS (IN) • WEIGHT (LBS)
CPVC
Pipe Size
3 4
1
114
112
2
A
23 4
35 8
B
312
312
314
414
43 8
øC
¼
¼
¼
¼
¼
D
2
E
1
1
1
1
1
F
25 8
314
312
4
FIG. 188R: LISTED FASTENERS
Pipe
CPVC
Steel & Copper
Wood and Composite Beams
Screw Supplied or #10 x 1" TEK Screw
#14 x 1" TEK Screw or 14"x112" Lag Screw
Steel (18ga. Minimum)
#14 x 1" TEK Screw or 14"x1" TEK Screw
#14 x 1" TEK Screw or 14"x1" TEK Screw
G
112
Max. Hanger
Spacing (FT.)
512
6
612
7
8
Approx.
Weight/100 (lbs)
11
12
13
14
16
21316
21316
31116
23 16
2516
2716
21116
35 8 112
112
112
112
NOT TO SCALE
ANVIL 188R HANGER (STEEL - COPPER - C.P.V.C.)
J
J
J
SA
SA
TV
J
SA/COD
SA
SA
SA/COD
TVTVTVTVSCALE: 1/4" = 1'-0"
PLAN 2.2529 - FIRE SPRINKLER PLAN
ATTIC
ACCESS
HEAT ZONE
NOOK
9'-0" CLG.
KITCHEN
9'-0" CLG.
21 SQFT.
21 SQFT.
BEDROOM 3
9'-0" CLG.
BEDROOM 2
9'-0" CLG.
20 SQFT.
BATHROOM 2
9'-0" CLG.
STUDY
9'-0" CLG.
COVERED PATIO
9'-0" CLG.
GREAT ROOM
9'-0" CLG.
ENTRY
9'-0" CLG.
DINING ROOM
9'-0" CLG.
7 SQFT.
7 SQFT.
POWDER
9'-0" CLG.
W.I.C.
9'-0" CLG.
17 SQFT.
BATHROOM 1
9'-0" CLG.
STORAGE
9'-0" CLG.
BEDROOM 1
9'-0" CLG.
GARAGE
9'-0" CLG.
32 SQFT.
LINEN
COURTYARD
R.A.G.
R.A.G.
R.A.G.
2'
8'-0" CLG.
RISER
LOCATION
10
10'-2"6'-5"3'-1"10'-3"13'8'-11"5'-9"2'-5"8'-2"3'-4"4'-8"4'-4"9'-1"3'-6"5'8'-4"3'-11"9'-3"9'6'-8"1'-6"9'-10"8'-5"1'-11"6'-3"4'7'-4"14'-4"5'-3"4'-9"6'-1"6'-2"5'-1"11'-4"
1'-2"
1'-2"
1'-2"
11'-2"
7'-1"
1'-3"3'-4"4'-2"1'1'6'-9"6'-9"4'-8"4'-4"
1'-1"
4'-9"
1'-8"
1'10"2'-3"1'-10"1'
1'
1'3'-1"5'-1"
6'-2"
3'-6"5'5'-8"7'-8"
7'11'7'8'-8"8'7'-7"8'12'9'6'-1"2'-2"8'8'-6"
7'4'-7"10'-6"6'-9"6'-9"8'-5"8'-11"8'-7"6'-3"9'-3"3'-1"13'5'-10"4'-10"5'-2"5'-2"5'-2"5'-2"9'5'-3"3'-10"8'6'-11"
6'-11"
5'-1"
20'x20' SPACING
20'x20' SPACING
20'x20' SPACING
20'x20' SPACING
20'x20' SPACING
20'x20' SPACING
11
12
1915
17
18
16
13
14CALC AREA 2
CALC AREA 1
LAUNDRY
9'-0" CLG.10'-3"1'-10"9'-7"DRAWN BY:
32190
12/15/21
JOB NO:
DATE:
C.P.DR HORTONCAPISTRANOBY:LA QUINTA, CA.TRACT #31910MASTER PLAN SUBMITTALPLAN 2.2529NOTES:
1.ALL HEAD SPACING TO BE 14'x14', 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.SPACINGTEMP.K-FAC.SYMBOLMODELMANUF.SIN #ORIFICE186QUANTITY6TOTAL SPRINKLERS IN THIS SHEET:30-SENJUVIKING3.73.0205°175°14'x14'14'x14'SS8261VK470FREEDOMPENDENT7/16"7/16"RC-RESCONC. PEND.--------VIKING4.9200°20'x20'VK4947/16"FREEDOMCONC. PEND.
PLAN 2X (2529)
OPTIONS
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 FP4
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.OPTIONSSA
TV
+1 HEAD
PLAN 2X.2529 - CASITA FIRE SPRINKLER PLAN
CASITA
9'-0" CLG.
22 SQFT.
BATHROOM 3
9'-0" CLG.
40 SQFT.
RISER
LOCATION10'-2"6'-5"3'-1"10'-3"13'8'-5"1'-11"6'-3"4'7'-4"4'-9"6'-1"6'-2"5'-1"11'-4"
1'-2"
1'-2"
1'-2"
4'-9"
1'-8"
1'10"2'-3"1'-10"1'
1'
1'3'-1"5'-8"7'-8"
7'11'8'-8"8'13'4'-10"5'-2"5'-2"5'-2"5'-2"5'-3"3'-10"6'-11"
5'-1"
20'x20' SPACING
20'x20' SPACING 1'-10"9'-7"7'-2"3'-1"14'-8"9'-8"4'-11"
20'x20' SPACING
SCALE: 1/4" = 1'-0"
DRAWN BY:
32190
12/15/21
JOB NO:
DATE:
C.P.DR HORTONCAPISTRANOBY:LA QUINTA, CA.TRACT #31910MASTER PLAN SUBMITTALPLAN 2.2529
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, X.X.INEERING 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.SECTIONS FOR REFERENCE ONLYPLAN 2.2529
SECTIONS
SHEET FP4 OF FP4NO.DATEREVISION12345DRAWN BY:
32190
12/15/21
JOB NO:
DATE:
C.P.DR HORTONCAPISTRANOBY:LA QUINTA, CA.TRACT #31910MASTER PLAN SUBMITTALPLAN 2.2529
Z
DomestiF Water System Flow Analysis
�VOa 11c1110 vaucy VVOLU, viau n.t
75515 Hovley Lane East
Palm Desert, CA 92211
Domestic Water System Flow Analysis (Hydraulic Model) GEO 06-07-22-4 PZ 21-12861
Requested By:
DR Horton
Date:
11/16/2021
Address:
2280 Wardlow Circle, Ste 100
APN:
TRACT 31910
Corona, CA 92878
Req. Fire Flow:
GPM at 20psi for hours.
Contact Name:
Mario Ornelas
Project Name:
Capistrano
Phone:
951-739-5481
Email:
maornelas@drhorton.com
Cell:
951-415-4568
Domestic Water System
Hydrant near Via San Clemente and Camino San Juan intersection, TR
Flow Analysis Location:
31910, La Quinta
Model Information
Flow Analysis Description
- Requested •
4 Flow
Elevation (Ft):
-55
None
system flow
available
without
Steady State, Dynamic (psi):
97.2
Residual Pressure (psi):
89.8
exceeding
Fire Flow Tested (gpm):
2,300
N/A
CVWD's
Combined Total:
N/A
criteria.
Tested Model Junction:
J22645
Duration:
2 hours
Demand Conditions:
Peak Day Demand (PDD)
Reservoir No./Level (s):
Reservoir 6726/21.9'
Pumps Operating No's:
pumps On
Pressure Zone and HGL:
Lake Cahuilla (145')
Model:
CVWD DOMESTICWATER 2020UPDATE 092221
Comments:
The domestic water system is capable of providing 2,300 gpm for 2 hours that satisfies CVWD's
minimum pressure, velocity, and/or head loss criteria. This flow can be achieved by using multiple
ire hydrants. This simulated system flow analysis may not include all facilities that may be required
or this development/project. Please check with Development Services for further information on all
required facilities. The theoretical flow to drop the residual pressure to 20 psi is greater than 5,000
gpm. Please note the theoretical flow exceeds CVWD's design criteria on the domestic water
network.
These results are based on hydraulic modelling and not a guarantee that CVWD's domestic water system will have the capacity to
supply water to the project at the flows or pressures indicated It is important to note that the capacity of the on -site fire system,
meters, service lines, backflow assemblies and other appurtenances were not considered in this analysis, which may alter actual
flows or pressures. Due to continuous changes in the system, CVWD only considers this system flow analysis valid for six months
from date of modelling/analysis. These system flow analysis comments are for plan check purposes only The ultimate design
responsibility resides with the Engineer -of -Record for this Project
Should you have any questions or need additional information, please contact me at (760) 398-2661, ext.2397.
Completed
Date: ((,113 /a
Page 1 of 1 ENG DS-016
s (8/31 /15)
ar
yU,
FIRE SPRINKLER SYSTEMS, INC.
705 E. HARRISON ST. SUITE 200
CORONA, CA.
RESIDENTIAL SPRINKLER SYSTEM
HYDRAULICS CALCULATION REPORT
FOR
CAPISTRANO
LA QUINTA, CA.
TRACT #31910 *PLAN 2.2529
*10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN
CALC AREA 1
Date: 12/15/2021
File No: 32190
Data File Name: PLAN 2.2529.rdf
SPRINKLER SPACING
196.0 sq. ft./spklr.(max) Max. Dist. Bet. Spklrs:
14.0 ft.
Min. Dist. Bet. Spklrs: 8.0 Max. Dist. Spklr. to Wall:
7.0 ft.
SPRINKLER SPECIFICATIONS
Mfr: Senju Descr: SS8261 Pend.RC-RES(14x14) K=3.70
Calculated K Factor for Arm-Overs & Drops:
1.0 ft. x 0.874 in. Drop: K=3.61 (Incl. 1 Tee)
0.0 ft. x 0.874 in. Arm -Over: K=3.59 (Incl. 1 Tee
& 1 Ell)
PIPE SPECIFICATIONS
Type: CPVC HWC: 150
WATER SUPPLY
Source: Public Test Date: By:
Static: 84.0 psi Resid: 77.3 psi F1ow:2300.0 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 10.0 7.7 16 15.0 84.0
31.3
2 10.0 7.7 16 25.3 84.0
46.7
REVIEWING AUTHORITY
LA QUINTA FIRE DEPARTMENT
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
60.00
BG ----
-2.0
SRCE ----
15.0
4.29
31.3
----
25.3
11.35
46.7
150
2
0.995
6.0 ----
-2.0
---- ----
0.07
0.00
27.0
----
0.17
0.00
35.3
2
2
1.00
-7.0
-2.0
---- ----
15.0
0.27
27.0
----
25.3
0.70
35.3
150
3
0.745
0.0 ----
-2.0
---- ----
0.27
0.00
19.8
----
0.70
0.00
27.6
3
3
70.00
3L ----
-2.0
---- ----
15.0
0.65
19.8
----
25.3
1.70
27.6
150
4
1.590
27.0 ----
-2.0
---- ----
0.01
0.00
19.1
----
0.02
0.00
25.9
4
4
4.00
L ----
-2.0
---- ----
15.0
0.07
19.1
----
25.3
0.18
25.9
150
5
1.505
4.0 ----
2.0
-5 5
0.01
1.73
17.3
5
0.02
1.73
24.0
5
5
2.00
R ----
2.0
-5 5
10.0
0.06
17.3
5
20.3
0.21
24.0
150
6
1.101
1.0 ----
4.0
---- ----
0.02
0.87
16.4
----
0.07
0.87
22.9
6
6
1.00
-2.5
4.0
---- ----
10.0
0.02
16.4
----
20.3
0.07
22.9
150
7
1.101
0.0 ----
4.0
---- ----
0.02
0.00
13.9
----
0.07
0.00
20.4
7
7
6.00
2R ----
4.0
---- ----
10.0
0.15
13.9
----
20.3
0.56
20.4
150
10
1.101
2.0 ----
10.0
---- ----
0.02
2.60
11.1
----
0.07
2.60
17.2
8
10
6.50
L ----
10.0
---- ----
10.0
0.61
11.1
----
20.3
2.26
17.2
150
11
0.874
4.0 ----
10.0
---- ----
0.06
0.00
10.5
----
0.22
0.00
14.9
9
11
51.50
2L5R ----
10.0
---- ----
5.4
1.22
10.5
----
11.0
4.47
14.9
150
12
0.874
13.0 ----
10.0
---- ----
0.02
0.00
9.3
----
0.07
0.00
10.5
10
12
17.00
3R ----
10.0
---- ----
4.0
0.22
9.3
----
7.4
0.67
10.5
150
13
0.874
3.0 ----
10.0
---- ----
0.01
0.00
9.1
----
0.03
0.00
9.8
11
13
22.00
LB3R ----
10.0
---- ----
0.0
0.00
9.1
----
0.0
0.00
9.8
150
14
0.874
10.0 ----
10.0
---- ----
0.00
0.00
9.1
----
0.00
0.00
9.8
12
13
27.00
B2R ----
10.0
---- ----
4.0
0.35
9.1
----
7.4
1.07
9.8
150
15
0.874
5.0 ----
10.0
---- ----
0.01
0.00
8.7
----
0.03
0.00
8.7
13
15
11.50
LB ----
10.0
---- ----
10.0
1.07
8.7
----
10.0
1.07
8.7
150
16
0.874
7.0 ----
10.0
3.61 10.0
0.06
0.00
7.7
10.0
0.06
0.00
7.7
14
15
4.50
B ----
10.0
---- ----
-6.0
0.17
8.7
----
-2.6
0.04
8.7
150
17
0.874
3.0 ----
10.0
---- ---- -0.02
0.00
8.9
---- -0.00
0.00
8.8
15
17
7.00
B ----
10.0
---- ----
0.0
0.00
8.9
----
10.3
0.62
8.8
150
18
0.874
3.0 ----
10.0
3.61 ----
0.00
0.00
8.9
10.3
0.06
0.00
8.1
16
17
13.00
2R ----
10.0
---- ----
-6.0
0.34
8.9
---- -12.9
1.39
8.8
150
19
0.874
2.0 ----
10.0
---- ---- -0.02
0.00
9.2
---- -0.09
0.00
10.2
17
19
27.00
2B3R ----
10.0
---- ----
-1.4
0.06
9.2
----
-3.6
0.31
10.2
150
12
0.874
9.0 ----
10.0
---- ---- -0.00
0.00
9.3
---- -0.01
0.00
10.5
18 19 79.00 2B9R ---- 10.0 ---- ---- -4.6 1.27 9.2 ---- -9.3 4.78 10.2
150 11 0.874 15.0 ---- 10.0 ---- ---- -0.01 0.00 10.5 ---- -0.05 0.00 14.9
Legend:
P - Pipe #
DIA - Pipe Diameter
EQV. LN - Pipe Equivalent Length
PUMP - Pump Pressure
SP - K-Factor
FLOW - Flow Rate
PF - Pressure Loss due to Friction
PT - Total Pressure at Node
Fitting Code Letters:
Node Notes
Pipe Notes
LEN - Pipe Length
FIT. - Pipe Fittings
FIXD LOSS - Fixed Loss Device
EL - Node Elevation
DISCH - Discharge in gpm
FL/FT - Friction Loss per Foot
PE - Pressure Loss due to Elevation
E=45 Ell, L=90 Ell, B=TeeBch, R=TeeRun, C=Couplg, S=SwgChk, G=GatVly, X= X, Y= Y, Z=
The maximum velocity of water flow occurs in pipe 2
at 11.04 ft/s with 1 sprinkler flowing.
The maximum velocity of water flow occurs in pipe 2
at 18.63 ft/s with 2 sprinklers flowing.
PIPE FITTINGS TABLE
Pipe Table Name: standard
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
GatVly
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
GatVly
X
Y
Z
0.745
0.00 1.00 3.00 1.00
1.00
0.00
0.00
0.00
0.00
0.00
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
GatVly
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
GatVly
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 2021.0.01 computer program
(License
No. )
to provide an average imbalance
of 0.010
gpm at
each node
and
a maximum imbalance of 0.18 gpm
with one
sprinkler
flowing, and 0.010 gpm at each node
and
maximum
imbalance
of 0.08 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
of 46.7 psi and a 7 minute flow of 177 gal. and a 10 minute flow of 253.1 gallons.
The minimum pressure at any node is 7.7 psi at node 16.
HRS Systems, Inc.
208 Southside Square
Petersburg, TN 37144
(931) 659-9760
WATER SUPPLY CURVE
•1 1
81.0
P
72.0
R
E
63.0
S
S
54.0
U
R
45.0
E
36.0
P
27.0
S
I
18.0
0.0
04 8 12 16 20 24 28 32 36 40
FLOW (GPM)
Static
= 84.0 psi, Residual
= 77.3 psi @ 2300 gpm
(1 sprinkler
flowing)
(2 sprinklers flowing)
A = Available
Water Supply
C = Available Water
Supply
84.0 psi @
15.0 gpm
84.0 psi @ 25.3
gpm
B = Required Water Supply
D = Required Water
Supply
31.3 psi @
15.0 gpm
46.7 psi @ 25.3
gpm
FIRE SPRINKLER SYSTEMS, INC.
705 E. HARRISON ST. SUITE 200
CORONA, CA.
RESIDENTIAL SPRINKLER SYSTEM
HYDRAULICS CALCULATION REPORT
FOR
CAPISTRANO
LA QUINTA, CA.
TRACT #31910 *PLAN 2.2529
*10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN
CALC AREA 2
Date: 12/15/2021
File No: 32190
Data File Name: PLAN 2.2529.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: 84.0 psi Resid: 77.3 psi F1ow:2300.0 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 14 25.0 84.0
62.3
1 20.0 18.0 14 25.0 84.0
62.3
REVIEWING AUTHORITY
LA QUINTA FIRE DEPARTMENT
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
60.00
BG ----
-2.0
SRCE ----
25.0
11.11
62.3 ----
25.0
11.10
62.3
150
2
0.995
6.0 ----
-2.0
---- ----
0.17
0.00
51.2 ----
0.17
0.00
51.2
2
2
1.00
-7.0
-2.0
---- ----
25.0
0.69
51.2 ----
25.0
0.69
51.2
150
3
0.745
0.0 ----
-2.0
---- ----
0.69
0.00
43.5 ----
0.69
0.00
43.5
3
3
70.00
3L ----
-2.0
---- ----
25.0
1.66
43.5 ----
25.0
1.66
43.5
150
4
1.590
27.0 ----
-2.0
---- ----
0.02
0.00
41.9 ----
0.02
0.00
41.9
4
4
4.00
L ----
-2.0
---- ----
25.0
0.18
41.9 ----
25.0
0.18
41.9
150
5
1.505
4.0 ----
2.0
-5 5
0.02
1.73
40.0 5
0.02
1.73
40.0
5
5
2.00
R ----
2.0
-5 5
20.0
0.20
40.0 5
20.0
0.20
40.0
150
6
1.101
1.0 ----
4.0
---- ----
0.07
0.87
38.9 ----
0.07
0.87
38.9
6
6
1.00
-2.5
4.0
---- ----
20.0
0.07
38.9 ----
20.0
0.07
38.9
150
7
1.101
0.0 ----
4.0
---- ----
0.07
0.00
36.3 ----
0.07
0.00
36.3
7
7
6.00
2R ----
4.0
---- ----
20.0
0.54
36.3 ----
20.0
0.54
36.3
150
10
1.101
2.0 ----
10.0
---- ----
0.07
2.60
33.2 ----
0.07
2.60
33.2
8
10
6.50
L ----
10.0
---- ----
20.0
2.20
33.2 ----
20.0
2.20
33.2
150
11
0.874
4.0 ----
10.0
---- ----
0.21
0.00
31.0 ----
0.21
0.00
31.0
9
11
51.50
2L5R ----
10.0
---- ----
11.1
4.51
31.0 ----
11.1
4.51
31.0
150
12
0.874
13.0 ----
10.0
---- ----
0.07
0.00
26.5 ----
0.07
0.00
26.5
10
12
17.00
3R ----
10.0
---- ----
12.6
1.77
26.5 ----
12.6
1.77
26.5
150
13
0.874
3.0 ----
10.0
---- ----
0.09
0.00
24.7 ----
0.09
0.00
24.7
11
13
22.00
LB3R ----
10.0
---- ----
20.0
6.70
24.7 ----
20.0
6.70
24.7
150
14
0.874
10.0 ----
10.0
4.71 20.0
0.21
0.00
18.0 20.0
0.21
0.00
18.0
12
13
27.00
B2R ----
10.0
---- ----
-7.4
1.08
24.7 ----
-7.4
1.08
24.7
150
15
0.874
5.0 ----
10.0
---- ---- -0.03
0.00
25.8 ---- -0.03
0.00
25.8
13
15
11.50
LB ----
10.0
---- ----
0.0
0.00
25.8 ----
0.0
0.00
25.8
150
16
0.874
7.0 ----
10.0
---- ----
0.00
0.00
25.8 ----
0.00
0.00
25.8
14
15
4.50
B ----
10.0
---- ----
-7.4
0.25
25.8 ----
-7.4
0.25
25.8
150
17
0.874
3.0 ----
10.0
---- ---- -0.03
0.00
26.0 ---- -0.03
0.00
26.0
15
17
7.00
B ----
10.0
---- ----
0.0
0.00
26.0 ----
0.0
0.00
26.0
150
18
0.874
3.0 ----
10.0
---- ----
0.00
0.00
26.0 ----
0.00
0.00
26.0
16
17
13.00
2R ----
10.0
---- ----
-7.4
0.50
26.0 ----
-7.4
0.50
26.0
150
19
0.874
2.0 ----
10.0
---- ---- -0.03
0.00
26.5 ---- -0.03
0.00
26.5
17
19
27.00
2B3R ----
10.0
---- ----
1.5
0.06
26.5 ----
1.5
0.06
26.5
150
12
0.874
9.0 ----
10.0
---- ----
0.00
0.00
26.5 ----
0.00
0.00
26.5
18 19 79.00 2B9R ---- 10.0 ---- ---- -8.9 4.45 26.5 ---- -8.9 4.45 26.5
150 11 0.874 15.0 ---- 10.0 ---- ---- -0.05 0.00 31.0 ---- -0.05 0.00 31.0
Legend:
P - Pipe #
DIA - Pipe Diameter
EQV. LN - Pipe Equivalent Length
PUMP - Pump Pressure
SP - K-Factor
FLOW - Flow Rate
PF - Pressure Loss due to Friction
PT - Total Pressure at Node
Fitting Code Letters:
Node Notes
Pipe Notes
LEN - Pipe Length
FIT. - Pipe Fittings
FIXD LOSS - Fixed Loss Device
EL - Node Elevation
DISCH - Discharge in gpm
FL/FT - Friction Loss per Foot
PE - Pressure Loss due to Elevation
E=45 Ell, L=90 Ell, B=TeeBch, R=TeeRun, C=Couplg, S=SwgChk, G=GatVly, X= X, Y= Y, Z=
The maximum velocity of water flow occurs in pipe 2
at 18.40 ft/s with 1 sprinkler flowing.
The maximum velocity of water flow occurs in pipe 2
at 18.40 ft/s with 1 sprinklers flowing.
PIPE FITTINGS TABLE
Pipe Table Name: standard
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
GatVly
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
GatVly
X
Y
Z
0.745
0.00 1.00 3.00 1.00
1.00
0.00
0.00
0.00
0.00
0.00
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
GatVly
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
GatVly
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 2021.0.01 computer program
(License
No. )
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 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
of 62.3 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 14.
HRS Systems, Inc.
208 Southside Square
Petersburg, TN 37144
(931) 659-9760
WATER SUPPLY CURVE
•1 1
81.0
P
72.0
R
E
63.0
S
S
54.0
U
R
45.0
E
36.0
P
27.0
S
I
18.0
0.0
04 8 12 16 20 24 28 32 36 40
FLOW (GPM)
Static
= 84.0 psi, Residual
= 77.3 psi @ 2300 gpm
(1 sprinkler
flowing)
(1 sprinklers flowing)
A = Available
Water Supply
C = Available Water
Supply
84.0 psi @
25.0 gpm
84.0 psi @ 25.0
gpm
B = Required Water Supply
D = Required Water
Supply
62.3 psi @
25.0 gpm
62.3 psi @ 25.0
gpm
CAL FIRE - RIVERSIDE UNIT
RIVERSIDE COUNTY FIRE DEPARTMENT
OFFICE OF THE FIRE MARSHAL — LA QUINTA CALIFORNIA
78495 Calle Tampico, La Quinta, CA 92253 • Phone (760) 777-7074
• www.rvcfire.org
March 24, 2022
Fire Sprinkler Systems Inc.
705 E Harrison St #200
Corona, CA 92879
Re: Residential Fire Sprinkler Plan Review — CAPISTRANO — TR 31910
FCMP2022-0005 / MASTER PLAN 2
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.
Contractor shall separately apply and pay fees for the various Production Home lots associated with this
project as each will be handled under separate permit.
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
Bin #
City of La Quints
Building 8z Safety Division
P.O. Box 1504, 78-495 Calle Tampico
La.Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Permit #
Project Address: LOT 77 / 81-807 CAMINO SAN JUAN
Owner's Name: D.R. HORTON
A.P.Number:
Address:2280 WARDLOW CIRCLE #100
Legal Description: MASTER PLAN TYPE 2(2529)
Contractor: FIRE SPRINKLER SYSTEMS, INC
City, ST, Zip: CORONA, CA 92880 pa
Telephone:0,0
Address: 705 E. HARRISON ST. #200
Project Description:
City, ST, Zip: CORONA, CA 92879
INSTALLATION OF RESIDENTIAL FIRE SPRINKLERS
Telephone: 951-272-2522
MO
k ,r>Y "'`' 'f
30 HEADS / 3,109 SF
State Lic. #: 684600 City Lie. #.: 762890
Arch., Engr., Designer:
Address:
City, ST, Zip:
Telephone:
State Lic. #: . ,., � z? s"
Name of Contact Person: JAM I E B I S H I P
Construction Type: .V_g Occupancy: R3/U
Project type (eirete one): New Add'n Alter Repair Demo
Sq. Ft.: 3,109 S F "St es: 1 #Units: N/A
Telephone # of Contact Person: 951-272-2522
Estimated Value of Project: $3,000.00
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
Reed
TRACKING
PERMIT FEES
Plan Sets
Plan Check submitted
Item Amouat
Structural Cales.
Reviewed, ready for corrections
Plan Check Deposit
Truss Calcs.
Called Contact Person
Plan Check Balance
Title 24 Cales.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
r' Review, ready for correctionslissue
Electrical
Subcontactor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
S.MX
11.0A. Approval
Plans resubmitted
Grading
IN HOUSE:-
'"' Review; ready for eorrectionsfissue
Developer Impact Fee
Planning Approval
Called Contact Person
A.I.P.P.
Pub. Wks. Appr
Date of permit issue
School Fees
Total Permit Fees