AGENDA REPORT
Meeting Date: July 21, 2026
Item Number:
To: Honorable Mayor & City Council
From: Mandana Motahari, City Architect
Phillip Trigas, Architectural Services Manager
Subject: AWARD OF CONTRACTS TO VARIOUS CONTRACTORS FOR THE 461 N. BEDFORD PARKING STRUCTURE SEISMIC UPGRADE
PROJECT; AND
APPROVAL OF CORRESPONDING PURCHASE ORDERS TO
VARIOUS CONTRACTORS IN THE TOTAL NOT-TO-EXCEED
AMOUNT OF $682,560.65; AND
APPROVAL OF PLANS AND SPECIFICATIONS THEREFOR WITH
RESPECT TO DESIGN CRITERIA; AND
PURSUANT TO THE PROVISIONS OF THE CALIFORNIA
ENVIRONMENTAL QUALITY ACT (CEQA), CITY COUNCIL WILL
ALSO CONSIDER FINDING THE PROJECT EXEMPT FROM
FURTHER REVIEW UNDER CEQA
Attachment: 1. Contract with Morley Construction Company
2. Contract with Slater Waterproofing, Inc.
3. Plans
RECOMMENDATION
Staff recommends City Council:
1. Approve the award of contracts to the various lowest responsible bidders (listed below) for the 461 N. Bedford Parking Structure Seismic Upgrade Project:
a. Morley Construction Company, in the amount of $494,771 for concrete shotcrete work; and
b. Slater Waterproofing, Inc., in the amount of $98,760 for fiber reinforced polymer (FRP) work;
For a total bid amount of $593,531; and
BEVERLV
HILLS
id
BEVERLV
HILLS
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Meeting Date: July 21, 2026
2. Approve construction contingencies listed below:
a. Morely Construction Company, in the amount of $74,215.65 (15%) for concrete shotcrete work; and
b. Slater Waterproofing, Inc., in the amount of $14,814.00 (15%) for fiber reinforced polymer (FRP) work;
For a total construction contingency amount of $89,092.65; and
3. Approve the plans and specifications as detailed in the bid documents, which are adopted and approved with respect to the design criteria; and
4. Consider finding the project exempt from the California Environmental Quality Act (CEQA); and
5. Approve purchase orders as follows:
a. Morley Construction Company, in the amount not to exceed $568,986.65 for concrete shotcrete work; and
b. Slater Waterproofing, Inc., in the amount not to exceed $113,574 .00 for fiber reinforced polymer (FRP) work;
For a total purchase order amount not to exceed $682,560.65.
INTRODUCTION
The parking structure located at 461 N. Bedford Drive is a significant municipal asset within the City of Beverly Hills. Designed by Arthur Gensler of Gensler and Associates and constructed in 1981, the facility features four above-grade and three subterranean levels, providing seven levels of total parking capacity. Architecturally, the building stands as an excellent local example of Brutalist architecture and its distinct, stacked geometric expression.
Beyond its architectural significance, the facility is vital to local infrastructure. As one of the City's busiest municipal parking garages, it routinely reaches full capacity multiple times a day and serves approximately 16,453 square feet of ground-floor commercial tenant space.
To ensure the long-term structural resilience of this heavily utilized concrete-framed building, MHP, Inc. Structural Engineers completed a comprehensive seismic assessment in 2024. Following the assessment's findings, seismic strengthening was recommended to satisfy the ASCE 41-17 "Basic Performance Objectives for Existing Buildings" (BPOE) standard, which is widely recognized by regional seismic ordinances for existing concrete structures. On July 1, 2025, City Council approved an agreement with MHP, Inc. Structural Engineers to design the seismic upgrade and implement the critical engineering solutions required to bring the facility up to modern life-safety standards.
DISCUSSION
Construction documents were prepared by MHP, Inc. Structural Engineers and submitted to the Building & Safety Division of the Community Development Department for review and approval in January 2026. Executing these structural updates at this time allows the City to successfully implement the seismic retrofit before a new commercial tenant executes a lease, thereby minimizing disruption to future commercial operations. The Meeting Date: July 21, 2026
following sections outline the evaluation of the submitted bids, procurement compliance, and the final recommendation for the contract award to begin construction.
Bid Process and Contractor Prequalification
The City sought to obtain bids from experienced building contractors with past experience in similar work. A prequalification procedure was utilized following State guidelines. One of the prequalification procedures required was construction experience in several recent, local and similar completed projects. The process was advertised in the Beverly Hills newspapers, PlanetBids and trade journals. Prequalified contractors were selected to bid on seismic retrofit projects. Construction documents were distributed to prequalified contractors and bids were requested on May 14, 2026.
Bid Results
On June 11, 2026, the City received four bids from the prequalified contractors. The bid submissions were divided evenly between the two required disciplines: the ConcreteShotcrete Package (two bids received) and the Fiber-Reinforced Polymer (FRP) Package (two bids received). The detailed results of these proposals are summarized in the tables below.
The concrete bid package included an alternate item for the demolition work required inside the existing ground floor tenant space to facilitate the new shotcrete wall construction. Staff plans to procure this demolition work through a negotiated contract process to achieve a lower cost. Therefore, staff recommends accepting the deductive alternate and excluding this work from the base bid.
Due to the age and nature of the structure and the potential for unforeseen conditions hidden behind existing finishes, staff recommends establishing a 15% construction contingency. This contingency will provide the necessary fiscal agility to address any localized field adjustments without delaying the project. The bid results are as follows:
Basis of Selection Concrete
Contractor Base Bid
Alt 1
Deductive
Alternate
Compensation
for Delay
20-Day
Basis of
Selection
Total
Morley Construction
Company $544,771 (-$50,000) $20,000 $514,771
Trademark Concrete
Systems $990,000 (-$58,000) $20,000 $952,000
Basis of Selection Fiber Wrap (FRP)
Contractor Base Bid
Alt 1
Deductive
Alternate
Compensation
for Delay
20-Day
Basis of
Selection
Total
Slater
Waterproofing $98,760 N/A $0.00 $98,760
Structural
Preservation Systems $147,478 N/A $138,780 $286,260
The bid documents specify that the low bid is determined by the sum of the base bid, all alternates, and the compensable delay cost for 20 days. After review of the bids, staff Meeting Date: July 21, 2026
recommends the acceptance of the following bids and determination that the core pricing is fair and reasonable for the structural work to be performed:
Morley Construction
Base Bid $ 544,771.00
Bid Alternates are as follows:
Alternate #1 – Deductive Alternate #1 Omit tenant space demo - $ 50,000.00 Bid Amount $ 494,771.00
Contingency 15% $ 74,215.65
Total $ 568,986.65
Slater Waterproofing
Base Bid: $ 98,760.00
Subtotal Bid Amount $ 98,760.00
Contingency 15% $ 14,813.00
Total ______________________________________ $ 113,574.00 TOTALS:
Total Bids $ 593,531.00
Total Contingency 15% $ 89,092.65
Total Purchase Orders $ 682,561.65
The bid documents specify that all work under the contract shall be completed within 60 calendar days from the date of the notice to proceed, resulting in an estimated completion of approximately October 17, 2026.
ENVIRONMENTAL REVIEW
The proposed project is Categorically Exempt from the California Environmental Quality Act (CEQA) under CEQA Guidelines Section 15301 (Class 1, Existing Facilities) based on the following determinations:
a) No Expansion of Use: The structural and life-safety modifications occur entirely within the existing footprint and will not alter the facility's capacity or use. b) No Environmental Impact: Construction activities are minor, temporary, and confined to the interior, creating no ongoing environmental effects. c) Exceptions Do Not Apply: Staff reviewed the exceptions in CEQA Guidelines Section 15300.2 and found none applicable. While featuring a distinct Brutalist style, the structure is not a designated local, state, or national historical landmark, and the retrofit preserves its architectural integrity.
FISCAL IMPACT
The $682,561.65 for the 461 N. Bedford Parking Structure Seismic Upgrade project is available in CIP #00786 (Parking Program Upgrades and Improvements) in the Fund 130 – In-Lieu Parking District.
Shana Epstein,
Director of Public Works
Approved By
Attachment 1
1 CONTRACT
CITY OF BEVERLY HILLS
CONTRACT FOR
461 N. BEDFORD PARKING STRUCTURE SEISMIC UPGRADE PROJECT
CONCRETE
RFB NO. 26-350-42
THIS CONTRACT (“Contract”) is made and entered this 21st day of July, 2026 (“Effective Date”), by and between the CITY OF BEVERLY HILLS, a California municipal corporation (“City”) and Morley Construction Company (“Contractor”). Contractor’s license number is 166461.
In consideration of the mutual covenants hereinafter set forth, the parties hereto agree as follows:
1. Contract Documents. The Contract Documents consist of this Contract, the Notice Inviting Bids, Instructions to Bidders, Bid (including documentation accompanying the Bid and any post-Bid documentation submitted before the Notice of Award), the Bonds, permits from regulatory agencies with jurisdiction, General Provisions, Special Provisions, Plans, Standard Plans, Standard Specifications, Reference Specifications, Addenda, Change Orders, and Supplemental Agreements. The Contract Documents are attached hereto and incorporated herein by reference. In the event of any conflict between the terms of this Contract and any incorporated documents, the terms of this Contract shall control.
2. Scope of Services. Contractor shall perform the Work in a good and workmanlike manner for the project identified as 461 N. Bedford Parking Structure Seismic Upgrade Project -- Concrete (“Project”), as described in this Contract and in the Contract Documents.
3. Compensation. In consideration of the services rendered hereunder, City shall pay Contractor a not to exceed amount of Four Hundred Ninety-Four Thousand Seven Hundred Seventy-One Dollars ($494,771.00) in accordance with the prices as submitted in Contractor’s Proposal, attached hereto and incorporated herein by this reference.
4. Incorporation by Reference. All of the following documents are attached hereto and incorporated herein by this reference: Workers’ Compensation Certificate of Insurance; Additional Insured Endorsement (Comprehensive General Liability); Additional Insured Endorsement (Automobile Liability); and Additional Insured Endorsement (Excess Liability).
5. Antitrust Claims. In entering into this Contract, Contractor offers and agrees to assign to the City all rights, title, and interest in and to all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. Sec. 15) or under the Cartwright Act (Chapter 2 (commencing with Section 16700) of Part 2 of Division 7 of the California Business and Professions Code) arising from purchases of goods, services, or materials pursuant to the Contract. This assignment shall be made and become effective at the time the City tenders final payment to Contractor without further acknowledgment by the parties.
6. Prevailing Wages. City and Contractor acknowledge that this Project is a public work to which prevailing wages apply. The provisions of Section 7.A of the General Provisions shall apply and are mandatory for this Project.
7. Workers’ Compensation. California Labor Code Sections 1860 and 3700 provide that every contractor will be required to secure the payment of compensation to its employees. In accordance with the provisions of California Labor Code Section 1861, by signing this Contract, the Contractor certifies as follows:
2 “I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for workers’ compensation or to under take self-insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the Work of this Contract.”
8. Titles. The titles used in this Contract are for convenience only and shall in no way define, limit or describe the scope or intent of this Contract or any part of it.
9. Authority. Any person executing this Contract on behalf of Contractor warrants and represents that he or she has the authority to execute this Contract on behalf of Contractor and has the authority to bind Contractor to the performance of its obligations hereunder.
10. Entire Agreement. This Contract, including any other documents incorporated herein by specific reference, represents the entire and integrated agreement between City and Contractor. This Contract supersedes all prior oral or written negotiations, representations or agreements. This Contract may not be modified or amended, nor any provision or breach waived, except in a writing signed by both parties which expressly refers to this Contract.
11. Counterparts. This Contract may be executed in counterpart originals, duplicate originals, or both, each of which is deemed to be an original for all purposes.
IN WITNESS WHEREOF, the parties hereto have executed the Contract the day and year first above written.
CITY OF BEVERLY HILLS
By:
CRAIG A. CORMAN, Mayor
ATTEST:
By:
HUMA AHMED, City Clerk
Dated:
(“CONTRACTOR”)
By:
Printed Name:
Title:
By:
Printed Name:
Title:
[Signatures continue]
3 APPROVED AS TO FORM: APPROVED AS TO CONTENT:
By: By:
LAURENCE S. WIENER RYAN GOHLICH
City Attorney City Manager
By:
SHANA E. EPSTEIN
Director of Public Works
By:
MANDANA MOTAHARI
City Architect
By:
SHARON L’HEUREUX DRESSEL
Risk Manager
By:
ANTHONY RODSTEIN
Purchasing Services Manager
Attachment 2
1 CONTRACT
CITY OF BEVERLY HILLS
CONTRACT FOR
461 N. BEDFORD PARKING STRUCTURE SEISMIC UPGRADE PROJECT
FIBER WRAP
RFB NO. 26-350-43
THIS CONTRACT (“Contract”) is made and entered this 21st day of July, 2026 (“Effective Date”), by and between the CITY OF BEVERLY HILLS, a California municipal corporation (“City”) and Slater Waterproofing, Inc. (“Contractor”). Contractor’s license number is 373368.
In consideration of the mutual covenants hereinafter set forth, the parties hereto agree as follows:
1. Contract Documents. The Contract Documents consist of this Contract, the Notice Inviting Bids, Instructions to Bidders, Bid (including documentation accompanying the Bid and any post-Bid documentation submitted before the Notice of Award), the Bonds, permits from regulatory agencies with jurisdiction, General Provisions, Special Provisions, Plans, Standard Plans, Standard Specifications, Reference Specifications, Addenda, Change Orders, and Supplemental Agreements. The Contract Documents are attached hereto and incorporated herein by reference. In the event of any conflict between the terms of this Contract and any incorporated documents, the terms of this Contract shall control.
2. Scope of Services. Contractor shall perform the Work in a good and workmanlike manner for the project identified as 461 N. Bedford Parking Structure Seismic Upgrade Project – Fiber Wrap (“Project”), as described in this Contract and in the Contract Documents.
3. Compensation. In consideration of the services rendered hereunder, City shall pay Contractor a not to exceed amount of Ninety-Eight Thousand Seven Hundred Sixty Dollars ($98,760.00) in accordance with the prices as submitted in Contractor’s Proposal, attached hereto and incorporated herein by this reference.
4. Incorporation by Reference. All of the following documents are attached hereto and incorporated herein by this reference: Workers’ Compensation Certificate of Insurance; Additional Insured Endorsement (Comprehensive General Liability); Additional Insured Endorsement (Automobile Liability); and Additional Insured Endorsement (Excess Liability).
5. Antitrust Claims. In entering into this Contract, Contractor offers and agrees to assign to the City all rights, title, and interest in and to all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. Sec. 15) or under the Cartwright Act (Chapter 2 (commencing with Section 16700) of Part 2 of Division 7 of the California Business and Professions Code) arising from purchases of goods, services, or materials pursuant to the Contract. This assignment shall be made and become effective at the time the City tenders final payment to Contractor without further acknowledgment by the parties.
6. Prevailing Wages. City and Contractor acknowledge that this Project is a public work to which prevailing wages apply. The provisions of Section 7.A of the General Provisions shall apply and are mandatory for this Project.
7. Workers’ Compensation. California Labor Code Sections 1860 and 3700 provide that every contractor will be required to secure the payment of compensation to its employees. In accordance with the provisions of California Labor Code Section 1861, by signing this Contract, the Contractor certifies as follows:
2 “I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for workers’ compensation or to under take self-insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the Work of this Contract.”
8. Titles. The titles used in this Contract are for convenience only and shall in no way define, limit or describe the scope or intent of this Contract or any part of it.
9. Authority. Any person executing this Contract on behalf of Contractor warrants and represents that he or she has the authority to execute this Contract on behalf of Contractor and has the authority to bind Contractor to the performance of its obligations hereunder.
10. Entire Agreement. This Contract, including any other documents incorporated herein by specific reference, represents the entire and integrated agreement between City and Contractor. This Contract supersedes all prior oral or written negotiations, representations or agreements. This Contract may not be modified or amended, nor any provision or breach waived, except in a writing signed by both parties which expressly refers to this Contract.
11. Counterparts. This Contract may be executed in counterpart originals, duplicate originals, or both, each of which is deemed to be an original for all purposes.
IN WITNESS WHEREOF, the parties hereto have executed the Contract the day and year first above written.
CITY OF BEVERLY HILLS
By:
CRAIG A. CORMAN, Mayor
ATTEST:
By:
HUMA AHMED, City Clerk
Dated:
(“CONTRACTOR”)
By:
Printed Name:
Title:
By:
Printed Name:
Title:
[Signatures continue]
3 APPROVED AS TO FORM: APPROVED AS TO CONTENT:
By: By:
LAURENCE S. WIENER RYAN GOHLICH
City Attorney City Manager
By:
SHANA E. EPSTEIN
Director of Public Works
By:
MANDANA MOTAHARI
City Architect
By:
SHARON L’HEUREUX DRESSEL
Risk Manager
By:
ANTHONY RODSTEIN
Purchasing Services Manager
Attachment 3
1 2 3 4 5 6 7 8 9 10 11 12 13
DCBA
B.3B.7C.3C.8C.9
17'-2"± VIF 17'-2"± VIF 17'-2"± VIF 17'-2"± VIF 17'-2"± VIF 17'-2"± VIF 17'-2"± VIF 17'-2"± VIF 17'-2"± VIF 17'-2"± VIF 14'-2"± VIF 4'-0"± VIF
9'-0 1/2"± VIF 9'-0 1/2"± VIF 29'-10 1/2"± VIF 19'-9"± VIF 19'-9"± VIF 28'-11 1/2"± VIF 19'-0"± VIF 67'-8 1/2"± VIF 67'-8 1/2"± VIF 15'-2"± VIF 4 S3.00 6 S3.00 18" SHOTCRETE OVERLAY OVER (E) CONC WALL VUD = 1,263 kips VNE = 256 kips m = 1.82 k = 0.75 NUD/Agf'CE = 0.34 1 1 1
VUD = 1,263 kipsVNE = 256 kips
m = 1.82k = 0.75
NUD/Agf'CE = 0.34
1 95% CD
STRUCTURAL ENGINEER PROJECT INFORMATION Seismic Strengthening 461 N Bedford Dr.
Beverly Hills,
CA, 90210
25-0367-00
SHEET NUMBER SHEET TITLE SHEET INFO JOB NUMBER: DRAWN: DESIGNED: CHECKED:STAMP APPROVAL RR
KW
LRK
SUBMITTALS AND REVISIONSISSUE DATE: NO DESCRIPTION DATE SCALE:
H:\2025\250367\3_Drawings\Dwgs-00\25-0367-00_S2.00 FIRST BASEMENT LEVEL FRAMING PLAN.dwg PLOTTED BY: Ruben Ruiz ON: May 20, 2026 11-24-2025
04-03-2026
1 S2.00
FIRST BASEMENT
LEVEL FRAMINGPLAN
AS NOTED
LONG BEACH • SAN DIEGO
LONG BEACH OFFICE
3900 Cover Street, Long Beach
CA 90808 • 562.985.3200
STRUCTURAL E NGI NE E RS
S
No.3399 IS GE R O F C T A S T E
R
F E
D P R O
T E
E I R E E N A I N R F O A L I A ON S L E N G I LANCE R. KENYON U R A S T L FOR PLAN R U C T REVIEW ONLY PLAN CHECK CORRECTIONS 04-03-2026PLAN CHECK CORRECTIONS 05-20-2026 SCALE: S2.00
FIRST BASEMENT LEVEL FRAMING PLAN A
1/8" = 1'-0"
EXISTING CONDITIONS ARE SHOWN TO THE BEST OF OUR KNOWLEDGE. CONTRACTOR ISRESPONSIBLE FOR VERIFYING ACTUAL CONDITIONS. DISCREPANCIES BETWEEN ACTUALFIELD CONDITIONS AND THOSE SHOWN ON THESE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING.
FRAMING PLAN NOTES
NEW FRP BY FRP DESIGNER OVER EXISTING
CONCRETE COLUMN.
SYMBOL DESCRIPTION
LEGEND
NEW SHOTCRETE OVER EXISTING CONCRETE COLUMN
OR EXISTING CONCRETE WALL. SEE SHEET S3.00.
CODE: ASCE 41-17
HAZARD LEVEL: BSE-2EPERFORMANCE LEVEL: COLLAPSE PREVENTION VUD = MAX SHEAR DEMANDVNE = EXPECTED SHEAR CAPACITY
m = M-FACTORk = KNOWLEDGE FACTORNUD/Agf'CE = AXIAL LOAD RATIOEXISTING COLUMNS TO BE STRENGTHENED WITH FRP HAVE INADEQUATEDEVELOPMENT/SPLICES.
EVALUATION / DESIGN INFORMATION FOR FRP DESIGNER
I I
LONG BEACH· SAN DIEGO -------------
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I I I I I I I I I I I I
lee
1 2 3 4 5 6 7 8 9 10 11 12 13
DCBA
B.3B.7C.3C.8C.9
17'-2"± VIF 17'-2"± VIF 17'-2"± VIF 17'-2"± VIF 17'-2"± VIF 17'-2"± VIF 17'-2"± VIF 17'-2"± VIF 17'-2"± VIF 17'-2"± VIF 14'-2"± VIF 4'-0"± VIF
9'-0 1/2"± VIF 9'-0 1/2"± VIF 29'-10 1/2"± VIF 19'-9"± VIF 19'-9"± VIF 28'-11 1/2"± VIF 19'-0"± VIF 67'-8 1/2"± VIF 67'-8 1/2"± VIF 15'-2"± VIF 4 S3.00 VUD = 762 kips VNE = 193 kips m = 2.23 k = 0.75 NUD/Agf'CE = 0.32 5 S3.00
18" SHOTCRETE
OVERLAY OVER(E) CONC WALL
3 S3.00
18" SHOTCRETE
OVERLAY OVER(E) CONC WALL
6 S3.00
1 1
1 1
1 VUD = 762 kipsVNE = 193 kips
m = 2.23k = 0.75NUD/Agf'CE = 0.32
95% CD
STRUCTURAL ENGINEER PROJECT INFORMATION Seismic Strengthening 461 N Bedford Dr.
Beverly Hills,
CA, 90210
25-0367-00
SHEET NUMBER SHEET TITLE SHEET INFO JOB NUMBER: DRAWN: DESIGNED: CHECKED:STAMP APPROVAL RR
KW
LRK
SUBMITTALS AND REVISIONSISSUE DATE: NO DESCRIPTION DATE SCALE:
H:\2025\250367\3_Drawings\Dwgs-00\25-0367-00_S2.01 GROUND LEVEL FRAMING PLAN.dwg PLOTTED BY: Ruben Ruiz ON: May 20, 2026 11-24-2025
04-03-2026
1 S2.01
GROUND LEVEL
FRAMING PLAN
AS NOTED
LONG BEACH • SAN DIEGO
LONG BEACH OFFICE
3900 Cover Street, Long Beach
CA 90808 • 562.985.3200
STRUCTURAL E NGI NE E RS
S
No.3399 IS GE R O F C T A S T E
R
F E
D P R O
T E
E I R E E N A I N R F O A L I A ON S L E N G I LANCE R. KENYON U R A S T L FOR PLAN R U C T REVIEW ONLY PLAN CHECK CORRECTIONS 04-03-2026PLAN CHECK CORRECTIONS 05-20-2026 SCALE: S2.01
GROUND LEVEL FRAMING PLAN A
1/8" = 1'-0"
EXISTING CONDITIONS ARE SHOWN TO THE BEST OF OUR KNOWLEDGE. CONTRACTOR ISRESPONSIBLE FOR VERIFYING ACTUAL CONDITIONS. DISCREPANCIES BETWEEN ACTUALFIELD CONDITIONS AND THOSE SHOWN ON THESE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING.
FRAMING PLAN NOTES
NEW FRP BY FRP DESIGNER OVER EXISTING
CONCRETE COLUMN.
SYMBOL DESCRIPTION
LEGEND
NEW SHOTCRETE OVER EXISTING CONCRETE COLUMN
OR EXISTING CONCRETE WALL. SEE SHEET S3.00.
CODE: ASCE 41-17
HAZARD LEVEL: BSE-2EPERFORMANCE LEVEL: COLLAPSE PREVENTION VUD = MAX SHEAR DEMANDVNE = EXPECTED SHEAR CAPACITY
m = M-FACTORk = KNOWLEDGE FACTORNUD/Agf'CE = AXIAL LOAD RATIOEXISTING COLUMNS TO BE STRENGTHENED WITH FRP HAVE INADEQUATEDEVELOPMENT/SPLICES.
EVALUATION / DESIGN INFORMATION FOR FRP DESIGNER ------------- I I LONG BEACH· SAN DIEGO 0 +--------- ' 0- ' - -
i
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DCBA
B.3B.7C.3C.8C.9
17'-2"± VIF 17'-2"± VIF 17'-2"± VIF 17'-2"± VIF 17'-2"± VIF 17'-2"± VIF 17'-2"± VIF 17'-2"± VIF 17'-2"± VIF 17'-2"± VIF 14'-2"± VIF 4'-0"± VIF
9'-0 1/2"± VIF 9'-0 1/2"± VIF 29'-10 1/2"± VIF 19'-9"± VIF 19'-9"± VIF 28'-11 1/2"± VIF 19'-0"± VIF 67'-8 1/2"± VIF 67'-8 1/2"± VIF 15'-2"± VIF VUD = 629 kips VNE = 106 kips m = 2.20 k = 0.75 NUD/Agf'CE = 0.15 3 S3.00
5 S3.00
18" SHOTCRETE
OVERLAY OVER
(E) CONC WALL
1 1 1
VUD = 629 kipsVNE = 106 kips
m = 2.20k = 0.75NUD/Agf'CE = 0.15
VUD = 230 kipsVNE = 61 kips
m = 2.97k = 0.75NUD/Agf'CE < 0.1
VUD = 86 kipsVNE = 58 kips
m = 1.60k = 0.75NUD/Agf'CE < 0.1
1 1
95% CD
STRUCTURAL ENGINEER PROJECT INFORMATION Seismic Strengthening 461 N Bedford Dr.
Beverly Hills,
CA, 90210
25-0367-00
SHEET NUMBER SHEET TITLE SHEET INFO JOB NUMBER: DRAWN: DESIGNED: CHECKED:STAMP APPROVAL RR
KW
LRK
SUBMITTALS AND REVISIONSISSUE DATE: NO DESCRIPTION DATE SCALE:
H:\2025\250367\3_Drawings\Dwgs-00\25-0367-00_S2.02 SECOND LEVEL FRAMING PLAN.dwg PLOTTED BY: Ruben Ruiz ON: May 20, 2026 11-24-2025
04-03-2026
1 S2.02
SECOND LEVEL
FRAMING PLAN
AS NOTED
LONG BEACH • SAN DIEGO
LONG BEACH OFFICE
3900 Cover Street, Long Beach
CA 90808 • 562.985.3200
STRUCTURAL E NGI NE E RS
S
No.3399 IS GE R O F C T A S T E
R
F E
D P R O
T E
E I R E E N A I N R F O A L I A ON S L E N G I LANCE R. KENYON U R A S T L FOR PLAN R U C T REVIEW ONLY PLAN CHECK CORRECTIONS 04-03-2026PLAN CHECK CORRECTIONS 05-20-2026 SCALE: S2.02
SECOND LEVEL FRAMING PLAN A
1/8" = 1'-0"
EXISTING CONDITIONS ARE SHOWN TO THE BEST OF OUR KNOWLEDGE. CONTRACTOR ISRESPONSIBLE FOR VERIFYING ACTUAL CONDITIONS. DISCREPANCIES BETWEEN ACTUALFIELD CONDITIONS AND THOSE SHOWN ON THESE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING.
FRAMING PLAN NOTES
NEW FRP BY FRP DESIGNER OVER EXISTING
CONCRETE COLUMN.
SYMBOL DESCRIPTION
LEGEND
NEW SHOTCRETE OVER EXISTING CONCRETE COLUMN
OR EXISTING CONCRETE WALL. SEE SHEET S3.00.
CODE: ASCE 41-17
HAZARD LEVEL: BSE-2EPERFORMANCE LEVEL: COLLAPSE PREVENTION VUD = MAX SHEAR DEMANDVNE = EXPECTED SHEAR CAPACITY
m = M-FACTORk = KNOWLEDGE FACTORNUD/Agf'CE = AXIAL LOAD RATIOEXISTING COLUMNS TO BE STRENGTHENED WITH FRP HAVE INADEQUATEDEVELOPMENT/SPLICES.
EVALUATION / DESIGN INFORMATION FOR FRP DESIGNER
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lee -------------
1 2 3 4 5 6 7 8 9 10 11 12 13
DCBA
B.3B.7C.3C.8C.9
17'-2"± VIF 17'-2"± VIF 17'-2"± VIF 17'-2"± VIF 17'-2"± VIF 17'-2"± VIF 17'-2"± VIF 17'-2"± VIF 17'-2"± VIF 17'-2"± VIF 14'-2"± VIF 4'-0"± VIF
9'-0 1/2"± VIF 9'-0 1/2"± VIF 29'-10 1/2"± VIF 19'-9"± VIF 19'-9"± VIF 28'-11 1/2"± VIF 19'-0"± VIF 67'-8 1/2"± VIF 67'-8 1/2"± VIF 15'-2"± VIF
3 S3.00
D
S2.03
1 18" SHOTCRETE WALL
1 1
1 VUD = 91 kipsVNE = 60 kips
m = 1.60k = 0.75NUD/Agf'CE < 0.1
VUD = 91 kipsVNE = 60 kips
m = 1.60k = 0.75NUD/Agf'CE < 0.1
95% CD
STRUCTURAL ENGINEER PROJECT INFORMATION Seismic Strengthening 461 N Bedford Dr.
Beverly Hills,
CA, 90210
25-0367-00
SHEET NUMBER SHEET TITLE SHEET INFO JOB NUMBER: DRAWN: DESIGNED: CHECKED:STAMP APPROVAL RR
KW
LRK
SUBMITTALS AND REVISIONSISSUE DATE: NO DESCRIPTION DATE SCALE:
H:\2025\250367\3_Drawings\Dwgs-00\25-0367-00_S2.03 THIRD LEVEL FRAMING PLAN.dwg PLOTTED BY: Ruben Ruiz ON: May 20, 2026 11-24-2025
04-03-2026
1 S2.03
THIRD LEVEL
FRAMING PLAN
AS NOTED
LONG BEACH • SAN DIEGO
LONG BEACH OFFICE
3900 Cover Street, Long Beach
CA 90808 • 562.985.3200
STRUCTURAL E NGI NE E RS
S
No.3399 IS GE R O F C T A S T E
R
F E
D P R O
T E
E I R E E N A I N R F O A L I A ON S L E N G I LANCE R. KENYON U R A S T L FOR PLAN R U C T REVIEW ONLY PLAN CHECK CORRECTIONS 04-03-2026PLAN CHECK CORRECTIONS 05-20-2026 SCALE: S2.03
THIRD LEVEL FRAMING PLAN A
1/8" = 1'-0"
EXISTING CONDITIONS ARE SHOWN TO THE BEST OF OUR KNOWLEDGE. CONTRACTOR ISRESPONSIBLE FOR VERIFYING ACTUAL CONDITIONS. DISCREPANCIES BETWEEN ACTUALFIELD CONDITIONS AND THOSE SHOWN ON THESE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING.
FRAMING PLAN NOTES
NEW FRP BY FRP DESIGNER OVER EXISTING
CONCRETE COLUMN.
SYMBOL DESCRIPTION
LEGEND
NEW SHOTCRETE OVER EXISTING CONCRETE COLUMN
OR EXISTING CONCRETE WALL. SEE SHEET S3.00.
CODE: ASCE 41-17
HAZARD LEVEL: BSE-2EPERFORMANCE LEVEL: COLLAPSE PREVENTION VUD = MAX SHEAR DEMANDVNE = EXPECTED SHEAR CAPACITY
m = M-FACTORk = KNOWLEDGE FACTORNUD/Agf'CE = AXIAL LOAD RATIOEXISTING COLUMNS TO BE STRENGTHENED WITH FRP HAVE INADEQUATEDEVELOPMENT/SPLICES.
EVALUATION / DESIGN INFORMATION FOR FRP DESIGNER
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lee -------------
1 2 3 4 5 6 7 8 9 10 11 12 13
DCBA
B.3B.7C.3C.8C.9
17'-2"± VIF 17'-2"± VIF 17'-2"± VIF 17'-2"± VIF 17'-2"± VIF 17'-2"± VIF 17'-2"± VIF 17'-2"± VIF 17'-2"± VIF 17'-2"± VIF 14'-2"± VIF 4'-0"± VIF
9'-0 1/2"± VIF 9'-0 1/2"± VIF 29'-10 1/2"± VIF 19'-9"± VIF 19'-9"± VIF 28'-11 1/2"± VIF 19'-0"± VIF 67'-8 1/2"± VIF 67'-8 1/2"± VIF 15'-2"± VIF
3 S3.00
5 S3.00
1 18" SHOTCRETE WALL
1 VUD = 91 kipsVNE = 60 kips
m = 1.60k = 0.75NUD/Agf'CE < 0.1
VUD = 91 kipsVNE = 60 kips
m = 1.60k = 0.75NUD/Agf'CE < 0.1
95% CD
STRUCTURAL ENGINEER PROJECT INFORMATION Seismic Strengthening 461 N Bedford Dr.
Beverly Hills,
CA, 90210
25-0367-00
SHEET NUMBER SHEET TITLE SHEET INFO JOB NUMBER: DRAWN: DESIGNED: CHECKED:STAMP APPROVAL RR
KW
LRK
SUBMITTALS AND REVISIONSISSUE DATE: NO DESCRIPTION DATE SCALE:
H:\2025\250367\3_Drawings\Dwgs-00\25-0367-00_S2.06 FOURTH LEVEL FRAMING PLAN.dwg PLOTTED BY: Ruben Ruiz ON: May 20, 2026 11-24-2025
04-03-2026
1 S2.06
FOURTH LEVELFRAMING PLAN
AS NOTED
LONG BEACH • SAN DIEGO
LONG BEACH OFFICE
3900 Cover Street, Long Beach
CA 90808 • 562.985.3200
STRUCTURAL E NGI NE E RS
S
No.3399 IS GE R O F C T A S T E
R
F E
D P R O
T E
E I R E E N A I N R F O A L I A ON S L E N G I LANCE R. KENYON U R A S T L FOR PLAN R U C T REVIEW ONLY PLAN CHECK CORRECTIONS 04-03-2026PLAN CHECK CORRECTIONS 05-20-2026 SCALE: S2.06
FOURTH LEVEL FRAMING PLAN A
1/8" = 1'-0"
EXISTING CONDITIONS ARE SHOWN TO THE BEST OF OUR KNOWLEDGE. CONTRACTOR ISRESPONSIBLE FOR VERIFYING ACTUAL CONDITIONS. DISCREPANCIES BETWEEN ACTUALFIELD CONDITIONS AND THOSE SHOWN ON THESE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING.
FRAMING PLAN NOTES
NEW FRP BY FRP DESIGNER OVER EXISTING
CONCRETE COLUMN.
SYMBOL DESCRIPTION
LEGEND
NEW SHOTCRETE OVER EXISTING CONCRETE COLUMN
OR EXISTING CONCRETE WALL. SEE SHEET S3.00.
CODE: ASCE 41-17
HAZARD LEVEL: BSE-2EPERFORMANCE LEVEL: COLLAPSE PREVENTION VUD = MAX SHEAR DEMANDVNE = EXPECTED SHEAR CAPACITY
m = M-FACTORk = KNOWLEDGE FACTORNUD/Agf'CE = AXIAL LOAD RATIOEXISTING COLUMNS TO BE STRENGTHENED WITH FRP HAVE INADEQUATEDEVELOPMENT/SPLICES.
EVALUATION / DESIGN INFORMATION FOR FRP DESIGNER ------------- I I LONG BEACH· SAN DIEGO 0 lee
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