Estates at Point Happy TR 31348 BCPR2023-0012 (Plan 1 & 2) SFD x 2•r
Project Details PROJECT NUMBER
Cit of la �uinta
BCPR2023-0012
C
Description: POINT HAPPY / 2022 CODE UPDATE / SFD X 2 / TR
31348
Status: REVISIONS
REQUESTED
Type: BUILDING CONSTRUCTION PLAN REVIEW (WEB)
Status Date:
Subtype: CODE UPDATE
Applied: 6/16/2023
Address: 46201 WASHINGTON ST
Approved:
City, State, Zip: LA QUINTA,CA92253
Closed:
Project Manager:
Expired:
Details: POINT HAPPY / TRACT CONSTRUCTION MASTER PLANS FOR DWELLINGS (SFDx2) --
PLANS 1 AND 2 FOR THE 2022 CODE CYCLE.
PLAN 1 : 2,752 SF
PLAN 2 : 3,215 SF
DAYS
REVIEWS
ACTIONS
SECTIONS
VDITIONS
A 1 0 •
w4maellnel
me,
CHRONOLOGY TYPE
STAFF NAME
ACTION DATE
COMPLETION DATE
NOTES
NOTE
AJ ORTEGA
6/20/2023
6/20/2023
TRANSFERRED FROM 78360 HERITAGE WAY TO 46201
WASHINGTON ST WHICH IS THE TRACTS UNDERLYING
ADDRESS.
NAME TYPE
NAME
ADDRESSI
CITY
STATE
ZIP
PHONE
FAX
EMAIL
APPLICANT
WILLIAMS HOMES INC
24911 AVENUE
STANFORD
SANTA CLARITA
CA
91355
(661)222-9207
ZNORDBY@WILLIAMS
HOMES.COM
CONTRACTOR
WILLIAMS HOMES INC
24911 AVENUE
STANFORD
SANTA CLARITA
I
CA
91355
I
(661)222-9207
I
I
ZNORDBY@WILLIAMS
I HOMES.COM
OWNER
WILLIAMS HOMES INC
24911 AVENUE
STANFORD
SANTA CLARITA
CA
91355
(661)222-9207
ZNORDBY@WILLIAMS
HOMES.COM
Printed: Wednesday, March 19, 2025 2:13:45 PM 1 of 4 CENTRALSQUARE
-' Project Details PROJECT NUMBER
BCPR2023-0012
City of la Quinta
CLTD
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
RECEIPT #
CHECK #
METHOD
PAID BY
BY
RECORDS
MANAGEMENT FEE -
101-0000-42416
0
$22.00
$0.00
MAJOR
Total Paid for RECORDS MANAGEMENT FEE - MAJOR: $22.00 $0.00
TECHNOLOGY
502-0000-43611
0
$8.00
$0.00
ENHANCEMENT FEE
Total Paid for TECHNOLOGY ENHANCEMENT FEE: $8.00 $0.00
NEW CONSTRUCTION -
101-0000-42400
0
$700.00
$0.00
5+ RESIDENTIAL UNITS
Total Paid for ZONING CLEARANCE - PLANNING PLAN $700.00 $0.00
CHECK:
• ii
INSPECTION TYPE
INSPECTOR
SCHEDULED
DATE
COMPLETED RESULT J
DATE
REMARKS
NOTES
RETURNED
REVIEW TYPE
REVIEWER
SENT DATE
DUE DATE
STATUS
REMARKS
NOTES
DATE
1ST BLDG
INTERWEST
6/20/2023
7/5/2023
7/5/2023
REVISIONS REQUIRED
COMPLETE (2WK)
1ST BLDG NS (3WK)
DUANE
6/16/2023
7/10/2023
8/15/2023
REVISIONS REQUIRED
- SEE 1ST REVIEW CORRECTION LIST IN
CLAYTO N
ATTACHMENTS.
1ST FIRE (2WK)
KOHL
6/16/2023
6/30/2023
7/27/2023
READY FOR APPROVAL
HETRICK
1ST PERMIT
PERMIT TECH
6/16/2023
6/19/2023
6/20/2023
COMPLETE
ATTACHMENTS VERIFIED, REVIEWS CREATED.
TECHNICIAN (1DAY)
BUCKET
Printed: Wednesday, March 19, 2025 2:13:45 PM 2 of 4 CENTRALSQUARE
Project Details PROJECT NUMBER
BCPR2023-0012
City of la Quinta
1ST PLANNING
SIJIFREDO
6/16/2023
7/5/2023
7/5/2023
READY FOR APPROVAL
(2WK)
FERNANDEZ
1ST PUBLIC WORKS
AMY YU
6/16/2023
6/30/2023
6/22/2023
APPROVED-
IF FOOTPRINT IS CHANGED, PLEASE ALSO UPDATE
(2WK)
CONDITIONS
PRECISE GRADING PLAN.
:• ••
Attachment Type
CREATED
OWNER
DESCRIPTION
PATHNAME
SUBDIR
ETRAKIT ENABLED
BCPR2023-0012 - 1ST
DOC
6/20/2023
AJ ORTEGA
1ST SUBMITTAL PLAN
SUBMITTAL PLAN
1
SET
SET.pdf
DOC
8/15/2023
DUANE CLAYTON
PLAN 2 TAKE OFF SHEET
BCPR2023-0012 - PLAN
0
2 TAKE OFF SHEET.pdf
DOC
8/15/2023
DUANE CLAYTON
PLAN 1 TAKE OFF SHEET
BCPR2023-0012 - PLAN
0
1 TAKE OFF SHEET.pdf
BCPR2023-0012 - 1ST
DOC
8/15/2023
DUANE CLAYTON
1ST REVIEW COMPLETE
REVIEW COMPLETE
1
CORRECTION LIST
CORRECTION LIST.pdf
BCPR2023-0012 - 1ST
1ST SUBMITTAL
DOC
6/16/2023
Etrakit Contractor
STRUCTURAL
SUBMITTAL
1
STRUCTURAL
CALCULATIONS
CALCULATIONS.pdf
BCPR2023-0012 - 1ST
DOC
6/16/2023
Etrakit Contractor
1ST SUBMITTAL TRUSS
SUBMITTAL TRUSS
1
CALCULATIONS
CALCULATIONS.pdf
BCPR2023-0012 - 1ST
DOC
6/16/2023
Etrakit Contractor
1ST SUBMITTAL
SUBMITTAL
1
FOUNDATION LETTER
FOUNDATION
LETTER.pdf
BCPR2023-0012 - 1ST
1ST SUBMITTAL POST-
DOC
6/16/2023
Etrakit Contractor
TENSION
SUBMITTAL POST-
1
TENSION
CALCULATIONS
CALCULATIONS.pdf
Printed: Wednesday, March 19, 2025 2:13:45 PM 3 of 4 CENTRALSQUARE
L Project Details PROJECT NUMBER
City of la Quinta BCPR2023-0012
Attachment Type
CREATED
OWNER
DESCRIPTION
PATHNAME
SUBDIR
ETRAKIT ENABLED
La Quinta-BCR2023-
La Quinta-BCR2023-
DOC
7/5/2023
INTERWEST
0012-PC1-SFD X 3 Code
0012-PC1-SFD X 3 Code
0
Update.docx
Update.docx
La Quinta - LAQ23-0074 -
La Quinta - LAQ23-0074 -
DOC
7/5/2023
INTERWEST
BCPR2023-0012 -
BCPR2023-0012 -
0
Invoice 88921
Invoice 88921
$906.25.pdf
$906.25.pdf
Printed: Wednesday, March 19, 2025 2:13:45 PM 4 of 4 CENTRALSQUARE
September 25, 2023
CITY OF LA QUINTA - SECOND REVIEW
Permit No: BCPR2023-0012
Interwest No.: LAQ23-0074
Non -Structural: 5.75-hours
Structural:.5-hours
City of La Quinta
Building Department
78-495 Calle Tampico
La Quinta, CA 92253
Plan Review: SFD X 3 / TR 31348 Code Update
Address: 46201 Washington Street
0
r"T
INTERWEST
A SAFEbuilt COMPANY
Interwest Consulting Group has completed a second code compliance review of the following documents on behalf
of the City of La Quinta:
1. Drawings: Digital Copy of following:
a. A0.00, A0.20, A0.21, A0.22, A0.23, A0.24, A0.30 dated 0811612023 by Williams Homes.
b. A1.1.1, A1.2.1, A1.3.1, A1.4.1, A1.4.2, A1.5.1, A1.6.1, A1.6.2, A1X.5.1, A1X.6.1, A1X.6.2, A1.7.1 dated
0811612023 by Williams Homes.
C. A2.1.1, A2.2.1, A2.3.1, A2.4.1, A2.4.2, A2.5.1, A2.6.1, A2.6.2, A2.7.1 dated 0811612023 by Williams
Homes.
d. D1.1, D2.1, D2.2, D3.1, D4.1, D5.1 dated 0811612023 by Williams Homes.
e. T-24.1 dated 0811712023 by Rick Maurer Title 24, Inc.
f. T-24.2 through T-24.3 dated 06/05/2023 by Rick Maurer Title 24, Inc.
g. SN-1 dated 0811012023 by mor Engineers.
h. SN-3 dated 06/12/2023 by mor Engineers.
i. S1-1.0, S1-1.1, S1-2.0, S1-2.1, S1X-1.0, S1X-2.0 dated 0811612023 by mor Engineers.
j. S2-1.0, S2-1.1, S2-2.0, S2-2.1 dated 0811612023 by mor Engineers.
k. SD-1 through SD-3 dated 0811612023 by mor Engineers.
I. WSWH-1, WSWH-1.1, WSWH-2 dated 0811612023 by mor Engineers.
M. PTD, PTD.1, PTD1, PTD1A, PT2 dated 06/07/2023 by Suncoast.
n. M0.1 through M2.10811812023 by mor Engineers.
o. E0.1 06/13/2023 by mor Engineers.
P. P0.1 through P2.10811812023 by mor Engineers
2. Structural Calculations: Digital C py dated 06/07/2023 by er Engineers. None.
3. Energy Compliance Documentation: Attached to set.
4. Geotechnical Investigation: Digital copy:
a Geet(,nhnical fe undati n plan r ., dated 06/08/2023 by i GC Valle., 4nc. None.
b. Geotechnical pad certification dated 0911912023 by LGC Valley, Inc.
C. Pad certification dated 0911912023 by Anderson Consulting Engineering, Inc.
1500 S. Haven Ave I Suite 220
Ontario, CA 91761
909.295-3142
LNTFRNFiTGRP.CON
SFD X 3 / TR 31348 Code Update City of La Quints - Second Review
46201 Washington Street Interwest Project No. LAQ23-0074
9125123 Permit App: BCPR2023-0012
Page 2 of 7
5. Miscellaneous Documents: Digital Copy of the following:
a. Post -Terri., C.,u n lotion dated Nerve by S unGeast. None.
b. Truss calculations and layouts dated 0610612023 by mor Engineers.
The applicable provisions of the 2022 California Building Standards Code were used as the basis of this review.
Plan review comments follow on the attached list.
Please submit an itemized response letter and complete and revised documents with directly to city of La Quinta
Building and Safety Department.
Sincerely,
INTERWEST CONSULTING GROUP
Karla Luther, CPE
Plans Examiner
INTERWEST
SFD X 3 / TR 31348 Code Update
46201 Washington Street
9125123
PROJECT DATA:
City of La Quin to - Second Review
Interwest Project No. LAQ23-0074
Permit App: BCPR2023-0012
Page 3 of 7
Occupancy Group:
Area (sq. ft.):
R3
2752 (Plans 1A, 1B, 1XB); 3215 (Plans 2A, 2B)
U
537 (Plans 1A, 1B, 1XB); 653; 653 (Garage Plans 2A, 2113;
Tandem)
64 / 334 (Covered Entry/ Outdoor Room Plans 1A, 1B, 1XB); 38
U
/ 448 (Plans 2A, 2B)
Total Area:
Varies
Building Height:
Varies
Building Stories:
1
Type of Construction:
VB
Occupant Load:
<10
Sprinklered:
Y
Valuation:
Unknown
Risk Category:
II
Site Class (seismic):
D-default
Seismic Design Category:
D
Special Wind Region:
Y
Snow Loads:
Y
GENERAL COMMENTS:
G1. The following plan review documents are based on the City of La Quinta Building Regulations. The following
comments reference the 2022 California Building Standards Code as amended by the authority having
jurisdiction unless otherwise noted.
G2. Please respond in writing to each plan review comment by marking this comment list or creating a response
letter. Indicate which detail, specification, or calculation shows the requested information. At minimum, the
following should be included with each plan review response:
• Page / sheet number(s), detail / specification number(s), etc., and include all applicable code
section(s).
Briefly explain in writing how the design is intended to comply with the applicable code sections.
Please provide a narrative of revisions made outside the plan review comments.
Complete and clear responses will expedite the re -check of this project.
INTERWEST
SFD X 3 / TR 31348 Code Update City of La Quints - Second Review
46201 Washington Street Interwest Project No. LAQ23-0074
9125123 Permit App: BCPR2023-0012
Page 4 of 7
G3. Please be sure to include on the re -submittal the architect's and /or engineer's stamp, signature, date of
signature, and registration number on all sheets of plans depicting structural designed elements and cover
sheets of calculations. CBPC 5536.1 and 6735.
INTERWEST
SFD X 3 /TR 31348 Code Update
46201 Washington Street
9125123
City of La Quints - Second Review
Interwest Project No. LAQ23-0074
Permit App: BCPR2023-0012
Page 5 of 7
PLAN REVIEW COMMENTS:
The revised permit documents have been reviewed. The following comments are numbered per the original
list and require further response and/or revision. The format includes the original comment followed by a new
or clarified recheck comment in bold italic typeface, prefaced by PC2.
BUILDING AND LIFE SAFETY: [PC2:Karla Luther; kluther@interwestgrp.com; 909.313.2867]
Al
1. Review was based on code changes only, please include with the next submittal a copy of the originally
approved plans and documents to verify no other changes have occurred, as this set shall supersede the
prior set of documents. Additional comments may apply.
PC2. Comment remains.
A2. Sheet A0.20
1. Please include the soils report number in the 'Summary of Work' Section of this sheet.
PC2. Partial comment remains. The document project number of the LGC report is 203034-01. Please review
and revise. The 213034-01 project number is associated with the pad certifications.
A3. Sheet A1.2.1, A2.2.1
No further comment. 09/25/2023 KL
A4. Sheet A1.4.1, A2.4.1 (Typical on all plan types.)
1. Please dimension in the plan the roof overhang at the right and left required per the Energy compliance.
PC2. Comment remains. Please see the 'overhangs and fins'section of the Compliance document. As a
required feature of the compliance modeling please dimension the overhangs/fins in the plan. (There
may not have been enough information in the comment for a proper response, My apologies.)
ENERGY COMPLIANCE:
Electrical Compliance:
EE1. Sheet A1.1.1, A2.1.1 (Typical on all plan types.)
No further comment. 09/25/2023 KL
EE2. Sheet A1.2.1, A2.2.1 (Typical on all plan types.)
1. Lighting in habitable spaces, including but not limited to living rooms, dining rooms, kitchens and
bedrooms, shall have readily accessible wall -mounted dimming controls that allow the lighting to be
INTERWEST
SFD X 3 /TR 31348 Code Update
46201 Washington Street
9125123
City of La Quints - Second Review
Interwest Project No. LAQ23-0074
Permit App: BCPR2023-0012
Page 6 of 7
manually adjusted up and down. Forward phase cut dimmers controlling LED light sources in these spaces
shall comply with NEMA SSL 7A. Please demonstrate in the plan. (150.0(k)2F CEnC)
PC2. Partial comment. Walk-in Closets shall utilize vacancy sensors. Please review and revise. (See bedroom #2
closet of Plan 2A.)
2. No further comment. 09/25/2023 KL
Mechanical Compliance:
EM1. Sheet A1.1.1, A2.2.1(Typical on all plan types.)
No further comment. 09/25/2023 KL
EM2. Sheet M1.1, M2.1(Typical on all plan types.)
No further comment. 09/25/2023 KL
Envelope Compliance:
EC1. Energy Compliance Documents (Typical on all plan types.)
No further comment. 09/25/2023 KL
EC2. Sheet A1.2.1, A2.2.1 (Typical on all plan types.)
No further comment. 09/25/2023 KL
EC3. Sheet A1.3.1, A2.3.1
No further comment. 09/25/2023 KL
CaIGREEN:
No comment. 07/3/2023 KL
STRUCTURAL:
S1. Sheet SD-2
No further comment. 09/25/2023 KL
S2. Structural Plans
1. Please include in the structural plan the geotechnical report date and project number.
INTERWEST
SFD X 3 /TR 31348 Code Update
46201 Washington Street
9125123
PC2. Comment remains.
2. No further comment. 09/25/2023 KL
City of La Quints - Second Review
Interwest Project No. LAQ23-0074
Permit App: BCPR2023-0012
Page 7 of 7
Please contact the listed reviewers between 9:00 A.M. and 4:00 P.M., M-F, with any questions.
[END]
INTERWEST
October 5, 2023
CITY OF LA QUINTA - THIRD REVIEW
Permit No: BCPR2023-0012
Interwest No.: LAQ23-0074
Non -Structural: 3.0-hours
Structural: 1.25-hours
City of La Quinta
Building Department
78-495 Calle Tampico
La Quinta, CA 92253
Plan Review: SFD X 3 / TR 31348 Code Update
Address: 46201 Washington Street
0
r"T
INTERWEST
A SAFEbuilt COMPANY
Interwest Consulting Group has completed a third code compliance review of the following documents on behalf of
the City of La Quinta:
1. Drawings: Digital Copy of following:
a. A0.00, A0.20, A0.21, A0.22, A0.23, A0.24, A0.30 dated 0811612023 by Williams Homes.
b. A1.1.1, A1.2.1, A1.3.1, A1.4.1, A1.4.2, A1.5.1, A1.6.1, A1.6.2, A1X.5.1, A1X.6.1, A1X.6.2, A1.7.1 dated
0811612023 by Williams Homes.
C. A2.1.1, A2.2.1, A2.3.1, A2.4.1, A2.4.2, A2.5.1, A2.6.1, A2.6.2, A2.7.1 dated 0811612023 by Williams
Homes.
d. D1.1, D2.1, D2.2, D3.1, D4.1, D5.1 dated 0811612023 by Williams Homes.
e. T-24.1 dated 0811712023 by Rick Maurer Title 24, Inc.
f. T-24.2 through T-24.3 dated 06/07/2023 by Rick Maurer Title 24, Inc.
g. SN-1, SN-2 dated 0811012023 by mor Engineers.
h. SN-3 dated None by mor Engineers.
i. S1-1.0, S1-1.1, S1-2.0, S1-2.1, S1X-1.0, S1X-2.0 dated None by mor Engineers.
j. S2-1.0, S2-1.1, S2-2.0, S2-2.1 dated None by mor Engineers.
k. SD-1 through SD-3 dated None by mor Engineers.
I. WSWH-1, WSWH-1.1, WSWH-2 dated None by mor Engineers.
M. PTD, PTD.1, PT1, PT1A, PT2 dated 06/07/2023 by Suncoast.
n. M0.1 through M2.1 0811812023 by mor Engineers.
o. E0.1 dated None by mor Engineers.
P. P0.1 through P2.1 0811812023 by mor Engineers
2. Structural Calculations: Digital C py dated 06/07/2023 by er Engineers. None, provide.
3. Energy Compliance Documentation: Attached to set.
4. Geotechnical Investigation: Digital copy:
a. Geotechnical foundation plan review dated 06/08/2023 by LGC Valley, Inc.
b G,,,,+n, a,,;,-,.i Gd ,-eF4f4eGtien dated na/ 97QO23 by L GG � n,,,, ip,-. (Older version provided with
PC3.)
C. PG61 e,-4f4c-Gtiep dated 09,14 742022 by nn,d rr n G n,;„itiPg -Pgi, e -ipg 1p . None, provide.
1500 S. Haven Ave I Suite 220
Ontario, CA 91761
909.295-3142
LNTFRNFiTGRP.CON
SFD X 3 /TR 31348 Code Update City of La Quinta - Third Review
46201 Washington Street Interwest Project No. LAQ23-0074
1015123 Permit App: BCPR2023-0012
Page 2 of 7
d. Geotechnical building code update dated 0610712023 by LGC Valley, Inc.
Miscellaneous Documents: Digital Copy of the following:
a Post Tension Feund-,t;,,n Calculate ,n.- dated N n by Sunc ass. None, provide.
b TFUSS ,G.1-r- ..1-a+iens epd le.,, uts dated QOM60;23 by mer E=Pgip eFS None, provide.
The applicable provisions of the 2022 California Building Standards Code were used as the basis of this review.
Plan review comments follow on the attached list.
Please submit an itemized response letter and complete and revised documents with directly to city of La Quinta
Building and Safety Department.
Sincerely,
INTERWEST CONSULTING GROUP
Karla Luther, CPE
Plans Examiner
INTERWEST
SFD X 3 / TR 31348 Code Update
46201 Washington Street
1015123
PROJECT DATA:
City of La Quinta - Third Review
Interwest Project No. LAQ23-0074
Permit App: BCPR2023-0012
Page 3 of 7
Occupancy Group:
Area (sq. ft.):
R3
2752 (Plans 1A, 16, 1XB); 3215 (Plans 2A, 2B)
U
537 (Plans 1A,113, 1XB); 653; 653 (Garage Plans 2A, 213;
Tandem)
64 / 334 (Covered Entry/ Outdoor Room Plans 1A, 113, 1XB); 38
U
/ 448 (Plans 2A, 26)
Total Area:
Varies
Building Height:
Varies
Building Stories:
1
Type of Construction:
VB
Occupant Load:
<10
Sprinklered:
Y
Valuation:
Unknown
Risk Category:
II
Site Class (seismic):
D-default
Seismic Design Category:
D
Special Wind Region:
Y
Snow Loads:
Y
GENERAL COMMENTS:
G1. The following plan review documents are based on the City of La Quinta Building Regulations. The following
comments reference the 2022 California Building Standards Code as amended by the authority having
jurisdiction unless otherwise noted.
G2. Please respond in writing to each plan review comment by marking this comment list or creating a response
letter. Indicate which detail, specification, or calculation shows the requested information. At minimum, the
following should be included with each plan review response:
• Page / sheet number(s), detail / specification number(s), etc., and include all applicable code
section(s).
Briefly explain in writing how the design is intended to comply with the applicable code sections.
Please provide a narrative of revisions made outside the plan review comments.
Complete and clear responses will expedite the re -check of this project.
INTERWEST
SFD X 3 / TR 31348 Code Update City of La Quinta - Third Review
46201 Washington Street Interwest Project No. LAQ23-0074
1015123 Permit App: BCPR2023-0012
Page 4 of 7
G3. Please be sure to include on the re -submittal the architect's and /or engineer's stamp, signature, date of
signature, and registration number on all sheets of plans depicting structural designed elements and cover
sheets of calculations. CBPC 5536.1 and 6735.
INTERWEST
SFD X 3 / TR 31348 Code Update
46201 Washington Street
1015123
City of La Quinta - Third Review
Interwest Project No. LAQ23-0074
Permit App: BCPR2023-0012
Page 5 of 7
PLAN REVIEW COMMENTS:
The revised permit documents have been reviewed. The following comments are numbered per the original
list and require further response and/or revision. The format includes the original comment followed by a new
or clarified recheck comment in bold italic typeface, prefaced by PC3.
***Please provide all plans and documents for approval of a complete package. ***
BUILDING AND LIFE SAFETY: [PC3: Karla Luther; kluther@interwestgrp.com; 909.313.2867]
Al
1. Review was based on code changes only, please include with the next submittal a copy of the originally
approved plans and documents to verify no other changes have occurred, as this set shall supersede the
prior set of documents. Additional comments may apply.
PC2. Comment remains.
PC3. Partial comments remain. Plan 1 - (A) The 'exercise room -option for the flex room of plan 1A has not
been included in the revised plan. Please clarify. (B) The attic ventilation calculation for plan 1A has
not been included in the revised plan. Please provide. (C) The attic ventilation calculation for plans 1B
and 1XB has not been included in the revised plan. Please provide. Plan 2 - The attic ventilation
calculation for plans 2A has not been included in the revised plan. Please provide.
A2. Sheet A0.20
1. No further comment. 10/05/2023 KL
A3. Sheet A1.2.1, A2.2.1
No further comment. 09/25/2023 KL
A4. Sheet A1.4.1, A2.4.1 (Typical on all plan types.)
No further comment. 10/05/2023 KL
ENERGY COMPLIANCE:
Electrical Compliance:
EE1. Sheet A1.1.1, A2.1.1 (Typical on all plan types.)
No further comment. 09/25/2023 KL
EE2. Sheet A1.2.1, A2.2.1 (Typical on all plan types.)
INTERWEST
SFD X 3 / TR 31348 Code Update
46201 Washington Street
1015123
No further comment. 10/05/2023 KL
Mechanical Compliance:
EM1. Sheet A1.1.1, A2.2.1 (Typical on all plan types.)
No further comment. 09/25/2023 KL
EM2. Sheet M1.1, M2.1 (Typical on all plan types.)
No further comment. 09/25/2023 KL
Envelope Compliance:
EC1. Energy Compliance Documents (Typical on all plan types.)
No further comment. 09/25/2023 KL
EC2. Sheet A1.2.1, A2.2.1 (Typical on all plan types.)
No further comment. 09/25/2023 KL
EC3. Sheet A1.3.1, A2.3.1
No further comment. 09/25/2023 KL
CaIGREEN:
No comment. 07/3/2023 KL
STRUCTURAL:
S1. Sheet SD-2
No further comment. 09/25/2023 KL
S2. Structural Plans
1. No further comment. 10/05/2023 KL
2. No further comment. 09/25/2023 KL
City of La Quinta - Third Review
Interwest Project No. LAQ23-0074
Permit App: BCPR2023-0012
Page 6 of 7
3. Comment based upon comparison of the originally approved plan provided with the PC3 submittal. (A) There
is a shear panel missing at the front corner of the flex room of Plan 2A. (B) Note on detail sheet SD-1 that
detail 10/SD-1 is for reference only. (C) Please revise the foot note below the plan label for Plan 1BX of
INTERWEST
SFD X 3 / TR 31348 Code Update
46201 Washington Street
1015123
City of La Quinta - Third Review
Interwest Project No. LAQ23-0074
Permit App: BCPR2023-0012
Page 7 of 7
sheet PT1A to reflect: 'See Plan 1B for Info...'. (D) The post tension plans shall bear the 'Shop Drawing
Review' of mor Engineering.
4. There have been structural changes to the PT2, Plan 2A foundation. Please provide structural calculations.
5. Please provide the originally approved structural calculations, in addition to any revisions that may have
occurred.
Please contact the listed reviewers between 9:00 A.M. and 4:00 P.M., M-F, with any questions.
[END]
INTERWEST
October 30, 2023
CITY OF LA QUINTA - FINAL REVIEW
Permit No: BCPR2023-0012
Interwest No.: LAQ23-0074
Non -Structural: 3.5-hours
Structural: 1.0-hours
City of La Quinta
Building Department
78-495 Calle Tampico
La Quinta, CA 92253
Plan Review: SFD X 3 / TR 31348 Code Update
Address: 46201 Washington Street
0
r"T
INTERWEST
A SAFEbuilt COMPANY
Interwest Consulting Group has completed a FINAL code compliance review of the following documents on behalf of
the City of La Quinta:
1. Drawings: Two copies of following:
Drawings: Digital Copy of following:
a. A0.00, A0.20, A0.21, A0.22, A0.23, A0.24, A0.30 dated 0811612023 by Williams Homes.
b. A1.1.1, A1.2.1, A1.3.1, A1.4.1, A1.4.2, A1.5.1, A1.6.1, A1.6.2, A1X.5.1, A1X.6.1, A1X.6.2, A1.7.1 dated
0811612023 by Williams Homes.
C. A2.1.1, A2.2.1, A2.3.1, A2.4.1, A2.4.2, A2.5.1, A2.6.1, A2.6.2, A2.7.1 dated 0811612023 by Williams
Homes.
d. D1.1, D2.1, D2.2, D3.1, D4.1, D5.1 dated 0811612023 by Williams Homes.
e. T-24.1 dated 0811712023 by Rick Maurer Title 24, Inc.
f. T-24.2 through T-24.3 dated 06/07/2023 by Rick Maurer Title 24, Inc.
g. SN-1, SN-2 dated 0811012023 by mor Engineers.
h. SN-3 dated None by mor Engineers.
i. S1-1.0, S1-1.1, S1-2.0, S1-2.1, S1X-1.0, S1X-2.0 dated None by mor Engineers.
j. S2-1.0, S2-1.1, S2-2.0, S2-2.1 dated None by mor Engineers.
k. SD-1 through SD-3 dated None by mor Engineers.
I. WSWH-1, WSWH-1.1, WSWH-2 dated None by mor Engineers.
M. PTD, PTD.1, PT1, PT1A, PT2, PT2A dated 1011612023 by Suncoast.
n. M0.1 through M2.10811812023 by mor Engineers.
o. E0.1 dated None by mor Engineers.
P. P0.1 through P2.10811812023 by mor Engineers
2. Structural Calculations: Digital Copy dated 06/07/2023 by mor Engineers.
3. Energy Compliance Documentation: Attached to set.
4. Geotechnical Investigation: Digital copy:
a. Geotechnical foundation plan review dated 06/08/2023 by LGC Valley, Inc.
b. Building Code Update Report for Remaining Lots dated 06/07/2023 by LGC Valley, Inc.
1500 S. Haven Ave I Suite 220
Ontario, CA 91761
909.295-3142 1NTiRV,c>T6RP rqN
[Project Name]
[Address]
Due Date
City of La Quinto - Final Review
Interwest Project No. [Number]
PermitApp: [Number]
Page 2 of2
C. Geotechnical pad certification dated 0911912023 by LGC Valley, Inc.
d. Pad certification dated 0911912023 by Anderson Consulting Engineering, Inc.
e. Geotechnical building code update dated 0610712023 by LGC Valley, Inc.
5. Miscellaneous Documents: Digital Copy of the following:
a. Post -Tension Foundation Calculations dated None by Suncoast.
b. Truss calculations and layouts dated 0610612023 by mor Engineers.
The applicable provisions of the 2022 California Building Standards Code were used as the basis of this review.
Plan review comments follow on the attached list.
Enclosed, please find the above noted documents bearing Interwest Consulting Group's plan review stamps indicating
the documents have been reviewed for code compliance. Please do not hesitate to contact us directly with any
questions.
Sincerely,
INTERWEST CONSULTING GROUP
Karla Luther, CPE
Plans Examiner
INTERWEST
INTERWEST
w mot.," carw*xv
Bill to:
City of La Quinta
Attn Castro, Danny
Design and Development
Director
78-495 Calle Tampico
La Quinta, CA 92253
Remit to:
Interwest Consulting Group
P.O. Box 301069
Los Angeles, CA 90030-1069
Invoice #141827
October 9, 2023
Direct questions to
Erica Cuevas
ecuevas@interwestgrp.com
Professional services for the period October 1, 2023 through October 31, 2023
Residential - Code Update - LAQ23-0074 - BCPR2023-0012
Invoice Total (Please pay this amount) $573.75
Ref No. Project $ Amount
LAQ23-0074 Residential - Code Update - LAQ23-0074 - BCPR2023-0012 $573.75
Employee Title
Karla Lu
Hours Rate Total
th
er Plan Check Engineer 4.25 $135.00 $573.75
Labor 4.25 $573.75
Karla Luther
LAQ23-0074 Residential - Code Update - LAQ23-0074 - BCPR2023-0012
Day Description
10/5/2023 LAQ23-0074
Hours
4.25
Total 4.25
1 of 1
Karla Luther
LAQ23-0074 Residential - Code Update - LAQ23-0074 - BCPR2023-0012
Day Description
10/5/2023 LAQ23-0074
Hours
4.25
Total 4.25
1 of 1
rw
INTERWEST
A 6AFEbukf COMPANY
Bill to:
City of La Quinta
Attn Castro, Danny
Design and Development
Director
78-495 Calle Tampico
La Quinta, CA 92253
Remit to:
Interwest Consulting Group
P.O. Box 301069
Los Angeles, CA 90030-1069
Invoice #149390
October 31, 2023
Direct questions to
Erica Cuevas
ecuevas@interwestgrp.com
Professional services for the period October 10, 2023 through October 30, 2023
Residential - Code Update - LAQ23-0074 - BCPR2023-0012
Invoice Total (Please pay this amount) $517.50
Ref No. Project $ Amount
LAQ23-0074 Residential - Code Update - LAQ23-0074 - BCPR2023-0012 $517.50
Employee Title
Karla Lu
Hours Rate Total
th
er ICC Certified Plans Examiner 4.50 $115.00 $517.50
Labor 4.50 $517.50
Karla Luther
LAQ23-0074 Residential - Code Update - LAQ23-0074 - BCPR2023-0012
Day Description Hours
10/16/2023 LAQ23-0074 / Email 0.25
10/30/2023 LAQ23-0074 4.00
10/18/2023 LAQ23-0074 / Email 0.25
Total 4.50
1ofI
Karla Luther
LAQ23-0074 Residential - Code Update - LAQ23-0074 - BCPR2023-0012
Day Description Hours
10/16/2023 LAQ23-0074 / Email 0.25
10/30/2023 LAQ23-0074 4.00
10/18/2023 LAQ23-0074 / Email 0.25
Total 4.50
1ofI
9/26/23, 1:22 PM Invoice
11V
I N T E R W E S T
A SAFEbuilt COMPANY
INVOICE #91260
September 26, 2023
Jurisdiction No. BCPR2023-0012
Interwest Job No. LAQ23-0074
Bill to: City of La Quinta Remit to: Interwest Consulting Group Direct questions to:
Attention Danny Castro P.O. Box 301069 Erica Cuevas
Design & Development Director Los Angeles, CA 90030-1069 (970) 568-5034
78495 Calle Tampico ecuevas@interwestgrp.com
La Quinta, CA 92253
Professional services for the period September 1 through September 26, 2023
RESIDENTIAL - CODE UPDATE- LAQ23-0074 - BCPR2023-0012
46201 Washington Street
Invoice Total $843.75
Employee Title Day Hours Rate Total
Karla Luther Plan Check Engineer 1 9/261 6.25 $135.001 $843.75
https://interwest.lucidbilling.com/invoices/print 1 /1
LGC Valley, Inc.
Geotechnical Consultinq
June 7, 2023
Mr. Zachary Nordby
Williams Homes
24911 Avenue Stanford
Santa Clarita, CA 91355
Project No. 213034-01
Subject. Building Code Update Report for the Remaining Lots at The Estates Development at Point
Happy Ranch, Tract 31348, La Quinta, California.
Introduction
In accordance with your request, LGC Valley, Inc., (LGC) has prepared this letter to provide a building code
update for the remaining lots at the Estates Development at Point Happy Ranch, Tract 31348, La Quinta, California.
The purpose of this letter is to update the referenced report (LGC, 2021) to be in accordance with the adopted
building code (i.e. 2022 California Building Code).
Conclusion and Recommendations
Based on our current review, the seismic, foundation, and retaining wall design parameters previously
provided in the referenced report (LGC, 2021) are still considered applicable for the subject development. The
site design for the subject project should be performed using the parameters and recommendations in
accordance with the referenced LGC report (LGC, 2021) for the seismic design parameters, foundation design,
design settlement, bearing capacity, retaining wall design, and backfill considerations.
Closure
This letter is issued with the understanding that it is the responsibility of the owner, or of his/her
representative, to ensure that the information and recommendations contained herein are brought to the
attention of the structural/foundation engineer and the necessary steps are taken to see that the information is
implemented in the structural/foundation design, as necessary.
If you should have any questions, please do not hesitate to contact us. The undersigned can be reached at (661)
702-8474.
Respectfully Submitted,
LGC Valley, Inc.
z--4No. 2734
Exp.6J30124
—
`�,Cct`-TECNN�G
Basil Hattar, GE 2734 CA1�EC
Principal Engineer
BIH/
Distribution: (1) Addressee (via email)
Reviewed for Code
Compliance
October 30, 2023
Interwest Consulting Group
28532 Constellation Road 9 Valencia • CA 91355 • (661) 702-8474 • Fax (661) 702-8475
References
American Society of Civil Engineers (ASCE), 2017, Minimum Design Loads for Buildings and Other
Structures, ASCE/SEI 7-16, 2017.
ASCE 7 Hazard Tool, htt2s://asce7hazardtool.online/
California Building Standards Commission, 2022, California Building Code, California Code of Regulations
Title 24, Volumes 1 and 2, dated July 2022.
County of Los Angeles Department of Public Works GMED, 2020, Administrative Manual 5004.0,
Seismic Earth pressures on Retaining Walls, Dated January 6, 2020
LGC Valley, Inc., 2020, Geotechnical Update Report for Lots 1 through 7, 25, 33 through 38, 40 through 47,
and 66 through 72, The Estates Development at Point Happy Ranch, Tract 31348, La Quinta,
California. Project No. 203034-01, dated December 6, 2021.
2022, Compaction Report, Lots 1 through 7, 25, 36 through 38, 40 through 47, and 66 through 72,
The Estates Development at Point Happy Ranch, Tract 31348, La Quinta, California. Project No.
203034-01, dated May 17, 2022.
Suncoast Post -Tension, 2022, Post -Tension Plans and Details for Point Happy, La Quinta, California for
Williams Homes. Job No. 21-8154, dated December 28, 2021/Delta 1 Dated May 16, 2022.
United States Geological Survey (USGS), 2008a, "2008 National Seismic Hazard Maps - Fault Parameters"
Retrieved December 17, 2013, from:
http://geohazards.usgs.jzov/cfusion/hazfaults_search/hf search main.cfm
, 2008b, "2008 Interactive Deaggregations (Beta)," Retrieved December 12, 2013, from:
hM2s://geohazards.usgs.gov/deaggint/2008
, 2013, U.S. Seismic Design Maps, Retrieved December 12, 2013, from:
http://aeohazards.usjzs.gov/desijzmngps/usibatch.php#cs
Project No. 213034-01 Page 2 June 7, 2023
LGC Valley, Inc.
Geotechnical Consulting
June 8, 2023
Mr. Zachary Nordby
Williams Homes
24911 Avenue Stanford
Santa Clarita, CA 91355
Project No. 213034-01
Subject. Geotechnical Foundation Plan Review for the Proposed Estates Development at Point Happy
Ranch, Tract 31348, La Quinta, California
References: LGC Valley, Inc., 2021, Geotechnical Update Report for Lots 1 through 7, 25, 33 through 38, 40
through 47, and 66 through 72, The Estates Development at Point Happy Ranch, Tract 31348, La
Quinta, California. Project No. 213034-01, dated December 6, 2021.
LGC Valley, Inc., 2022, Compaction Report, Lots 1 through 7, 25, 36 through 38, 40 through 47,
and 66 through 72, The Estates Development at Point Happy Ranch, Tract 31348, La Quinta,
California. Project No. 213034-01, dated May 17, 2022.
LGC Valley, Inc., 2023, Building Code Update Report for the Remaining Lots at The Estates
Development at Point Happy Ranch, Tract 31348, La Quinta, California. Project No. 213034-01,
dated June 7, 2023.
Suncoast Post -Tension, 2023, Post -Tension Plans and Details for Point Happy, La Quinta,
California for Williams Homes. Job No. 21-8154, dated Dated June 7, 2023.
LGC Valley, Inc. (LGC) has reviewed the latest Post -Tension foundation plans for the proposed Estates Development
at Point Happy Ranch of Tract 31348 located in the city of La Quinta, California. The latest Post -Tension Foundation
Plans, Details, and Specifications prepared by Suncoast Post -Tension (dated June 7, 2023) was the subject of our
geotechnical review. Based on our review, it is our opinion that the recommendations included in the referenced
geotechnical reports (LGC, 2021 and 2023) have been properly incorporated in the project plans and specifications.
Therefore, LGC finds the plans are acceptable from a geotechnical point of view provided the recommendations of
the referenced reports are implemented during construction. Based on our review, the structural design minimum slab
thickness of 4.5 inches for very low expansion potentials (finish grade expansion potentials between 0 to 5 and were
found to be non -plastic soils) is acceptable from a geotechnical point of view for the subject development.
If you should have any questions, please do not hesitate to contact us. The undersigned can be reached at
(661) 702-8474.
Sincerely, CFEsslo
HMAI , Reviewed for Code
LGC Valley, Inc. No.Compliance
V.Q=24 October 30 2023
�- � lxp.
Basil Hattar, GE 2734 slF�TECNN�G �P I nterwest Consulting Group
Principal Engineer qlf CA1.�E0�
BIH/
Distribution: (1) Addressee
28532 Constellation Road • Valencia • CA 91355 • (661) 702-8474 • Fax (661) 702-8475
LGC Valley, Inc.
Geotechnical Consulting
September 19, 2023
City of La Quinta
Attn: Amy Yu
78-495 Calle Tampico
La Quinta, California 92252
Project No. 213034-01
Subject. Geotechnical Pad Certification for Lots I through 7, 25, 36 through 38, 40 through 47, and 66
through 72, The Estates Development at Point Happy Ranch, Tract 31348, La Quinta,
California.
Lot/Tract No.: Lots 1 through 7, 25, 36 through 38, 40 through 47, and 66 through 72, Tract 31348
References: LGC Valley, Inc., 2022, Compaction Report, Lots 1 through 7, 25, 36 through 38, 40 through 47,
and 66 through 72, The Estates Development at Point Happy Ranch, Tract 31348, La Quinta,
California. Project No. 213034-01, dated May 17, 2022.
LGC Valley, Inc., 2021, Geotechnical Update Report for Lots 1 through 7, 25, 33 through 38, 40
through 47, and 66 through 72, The Estates Development at Point Happy Ranch, Tract 31348, La
Quinta, California. Project No. 213034-01, Dated December 06, 2021.
In accordance with your request, LGC Valley, Inc. (LGC) has performed observation and testing services during
grading operations for Lots 1 through 7, 25, 36 through 38, 40 through 47, and 66 through 72 of The Estates
Development at Point Happy Ranch, Tract 31348, La Quinta, California.
The grading for the subject residential building pads was performed between March 22, 2022 and May 5, 2022, in
general accordance with the referenced geotechnical report (LGC, 2021). The grading operations were performed
under the observation and testing services of LGC. Our field technician was onsite on a full-time basis during the
rough grading operations. Grading operations included: 1) the removal of all potentially compressible soils down to
competent fill; and 2) placement of compacted fill soils to design finish grades. Following remedial removals, areas to
receive fill were scarified a minimum of 6 inches, moisture -conditioned as needed to obtain a near -optimum moisture
content and compacted to a minimum 90 percent relative compaction, as determined by ASTM Test Method D1557.
The finish grade soils were found to have a very low expansion potential, have negligible soluble sulfate content, and
were found to be corrosive to buried metals.
The grading for the subject residential pads was performed in general accordance with the referenced geotechnical
report (LGC, 2021), and the city of La Quinta Requirements. It is our professional opinion that the subject pad is
suitable for its intended residential use provided the recommendations of our report (LGC, 2021) are incorporated
into the design, and that proper landscaping, irrigation, and maintenance programs are implemented.
If you should have any questions, please do not hesitate to contact us.
Sincerely,
LGC VALLEY, INC.
'P'4 A
Basil Hattar, GE 2734
Principal Engineer
BIH
Distribution: (1) Addressee
Reviewed for Code
Compliance
October 30, 2023
Interwest Consulting Group
28532 Constellation Road 9 Valencia • CA 91355 • (661) 702-8474 • Fax (661) 702-8475
ANDERSON
CONSULTING
ENGINEERS, INC
City of La Quinta
Attn: Amy Yu
78-495 Calle Tampico
La Quinta, CA 92252
PAD CERTIFICATION
Tract No. 31348 (Point Happy)
Lot No's 1-4, 36-38
September 19, 2023
This letter is to verify that the locations and elevations of the building pads for Lots 1
through 4, and 36 through 38 of Tract Map No. 31348, were field checked by Vertex
Surveying, under my direction, and found to be in substantial conformance with the
approved Precise Grading Plan.
The results are as follows:
Lot
Address
Plan Elev
Field Elev.
Difference
1
78-365 Heritage Way
75.5
75.5
0.0
2
78-375 Heritage Way
75.0
75.0
0.0
3
78-385 Heritage Way
74.8
74.8
0.0
4
78-395 Heritage Way
74.6
74.6
0.0
36
78-390 Heritage Way
74.6
74.6
0.0
37
78-380 Heritage Way
74.8
74.8
0.0
38
78-370 Heritage Way
75.1
75.1
0.0
Regards,
Jeff A. Anderson, PE
Signature
RCE C48750
Exp: 9/30/24
/O QRpf ESS/py.4
rx
NO. C 48750
EXP. 09/ 50/24
st CN I
qT£ OF CALF
Reviewed for Code
Compliance
Page I 1 October 30, 2023
Interwest Consulting Group
12526 High Bluff Dr. #300
San Diego, CA 92130
(858) 524-6579