Palmdale City Council
September 1, 2026

GENERAL REQUIREMENTS

1. RETURN THIS LIST with corrected plans, documents, reports, and other data. To facilitate rechecking of plans, please indicate Sheet Number, detail number, and note number on the left side of each item where the corresponding correction has been made.

Response:_______________________________________________________________________________

2. Refer to comments in red on the first submittal plans, documents, reports, and other data.

Response:_______________________________________________________________________________

3. The project is submitted with an Early Plans Review Agreement form. The plans won’t be approved until all group A clearances by other agencies/divisions are obtained for the project. The plans will be checked for conformance prior to approval. More comments may follow.

Response:_______________________________________________________________________________

4. Please include project address on VICNIITY MAP on sheet A-1.

Response:_______________________________________________________________________________

5. Titles on the following sheet number titles do not match the title on the DRAWING INDEX on sheet A-1. a. E001
Response:____________________________________________________________________________ b. E002
Response:____________________________________________________________________________ c. E003
Response:____________________________________________________________________________ d. E100
Response:____________________________________________________________________________ e. E101
Response:____________________________________________________________________________ f. E200
Response:____________________________________________________________________________ Please coordinate. [§ 107.2 CBC]

6. Titles and sheet number on the following illegible due to overlapping font layers. a. E002
Response:____________________________________________________________________________ b. E003
Response:______________________________________________________________________________ Please coordinate. [§ 107.2 CBC]

7. Please include project address on VICNIITY MAP on sheet A-1. [§ 107.2 CBC] Response:_______________________________________________________________________________

8. Note on the plans the floor, wall, and ceiling finishes of each room/space. [§107.2 CBC] Please include ceiling finishes in FINISH LEGEND on sheet A-1. [§ 107.2 CBC]
Response:_______________________________________________________________________________

ARCHITECTURAL

9. Provide justification for using an occupancy load factor of 150, instead of an occupancy load factor of 50 for exercise rooms. Revise plans to show accurate load factor and occupancy load for proposed use. Additional comments may apply. [§CBC 1004]
Response:_______________________________________________________________________________

10. Specify occupancy of units adjacent to unit B to verify if fire separation is required between occupancies, meeting requirements of section 508.4 CBC. Additional comments may apply. Provide detail for fire barrier per section 707 CBC if separation is required.

Response:_______________________________________________________________________________

BUREAU VERITAS 250 N Westlake Blvd, Suite 150 | Westlake Village, CA 91362 P . 805.230.2888 | www.bvna.com
67 TECHNICAL PROPOSAL
Plan Review No. BP24-01500
July 9, 2024

11. Please specify fire rating of existing corridor. Please verify all new penetrations meet requirements of section 714 CBC. Provide details as needed. Please coordinate any penetrations with MEP plans. Additional comments may apply.

Response:_______________________________________________________________________________

12. Steel electrical boxes less than or equal to 16 square inches can penetrate membranes of walls with up to a 2 hour rating provided they are separated from such penetrations on the opposite side of the wall by either 24 inches, a distance equal to the depth of the wall if filled with cellulose loosefill/rockwool/mineral wool, solid fireblocking, or listed putty pads. [§714.3.2 CBC]
Response:_______________________________________________________________________________

ACCESSIBILITY

13. If a walk crosses or adjoins a vehicular way, and the walking surfaces are not separated by curbs, railings, or other elements between the pedestrian areas and vehicular areas, the boundary between the areas shall be defined by a continuous detectable warning 36" wide minimum and comply with 11B-705.1.1. [§11B-247.1.2.5 CBC] Show location of detectable warnings.

Response:_______________________________________________________________________________

14. Additions and alterations to an existing building or facilities shall comply with the following:

A primary entrance to the building or facility and the primary path of travel from accessible parking and from the public way to the specific area of alteration or addition must fully comply. Provide accessible route to public way from unit B. [§11B-202.1 CBC] Additional comments may apply.

Response:_______________________________________________________________________________

15. When the adjusted construction cost is less than or equal to the current valuation threshold, the cost of compliance with Section 11B-202.4 shall be limited to 20 percent of the adjusted construction cost of alterations, structural repairs, or additions. When the adjusted construction cost exceeds the current valuation threshold, and the enforcing agency determines the cost of compliance with Section 11B-202.4 is an unreasonable hardship, full compliance with Section 11B-202.4 shall not be required. Compliance shall be provided by equivalent facilitation or to the greatest extent possible without creating an unreasonable hardship; but in no case shall the cost of compliance be less than 20 percent of the adjusted construction cost. The total cost of alterations to the areas on that path of travel during the preceding three-year period shall be considered in determining whether the cost of making that path of travel accessible is disproportionate. [§11B-202.4 Exception CBC] Response:_______________________________________________________________________________

ENERGY

16. Alterations shall comply with the prescriptive approach of Section 141.0(b)(2) CEnC or performance approach requirements of § Section 141.0(b)(3) CEnC. Provide notes, details and documentation as applicable. [§141.0(b) CEnC]
Response:_______________________________________________________________________________

17. The following energy compliance forms are applicable to your project and need to be provided:

PRF: Performance Approach or applicable forms listed below CXR: This form is required for commissioning (Design review on all NR buildings, commissioning all new NR >= 10,000 sq ft.)
ELC: This form is required for electrical power distribution.

LTI: This form is required whenever there is new or altered indoor lighting.

LTS: This form is required for sign lighting. (If sign lighting is to be used) MCH: This form is required whenever there is new or altered mechanical systems.

PLB: This form is required whenever there is new or altered water heating system using the prescriptive method.

Provide complete Title 24 which demonstrate compliance. [§100.0 CEnC] Response:_______________________________________________________________________________

18. Provide a list of the mandatory measures for all applicable portions of the project i.e. building envelope, space- conditioning, all lighting (indoor/outdoor), water-heating systems, pools and spas, solar ready buildings, electrical power distribution systems and signs. ([§100.0, 110.0-110.12, 120.0-141.1 CEnC] Response:_______________________________________________________________________________

BUREAU VERITAS 250 N Westlake Blvd, Suite 150 | Westlake Village, CA 91362 P . 805.230.2888 | www.bvna.com
68 TECHNICAL PROPOSAL
Plan Review No. BP24-01500
July 9, 2024

19. Roof/ceiling insulation separating conditioned and unconditioned spaces/ambient air shall have a minimum R-23 insulation in Climate Zones 1-5, 9-16 a R-17 in Climate Zones 6-8 per Table 141.0-C and RR-14 insulation in Climate Zones 2, 10-16 and all climate zones in high rise residential and hotels/motels. R-8 insulation shall be provided elsewhere. Please provide. [§141.0(b)(1)(A) CEnC] Response:_______________________________________________________________________________

20. Wall insulation separating conditioned and unconditioned spaces/ambient air for the altered portion shall have a minimum R-13 insulation in metal and metal framed buildings, R-4 in spandrel panels and glass curtain walls and R-11 insulation in wood framed and other walls. Please provide. [§141.0(b)(1)(B) CEnC] Response:_______________________________________________________________________________

21. The altered components of the envelope, or space conditioning, lighting and water heating systems, and any newly installed equipment serving the alteration shall meet §110.0 through §110.9 CEnC (Mandatory Measures for All Occupancies), §120.0 through §120.6 CEnC (Nonresidential Mandatory Requirements for Ventilation, Space-Conditioning, Duct Systems, and Covered Processes), and §120.9 through §130.5 CEnC (Nonresidential Mandatory Requirements for Building Commissioning, Commercial Boilers, Indoor Lighting Controls, Outdoor Lighting Controls, Sign Lighting, and Electrical Power Distribution Systems) and the following:
a. New or replacement duct systems shall meet the requirements of §120.4(a) CEnC (Mandatory Requirements for Duct Systems). HERS verification shall be required when the space conditioning system meets the requirements of §120.4(g) CEnC
b. Where altered by replacement of installation of space-conditioning systems units thermostats used must demand responsive controls specified in Section 110.12 CEnC. Noncompliant existing thermostats must be replaced. Duct system connected to the new or replaced space-conditioning system equipment shall be sealed in accordance with Section 141.0(b)(2)(D)(ii) CEnC and shall be HERS verified. c. Entirely new, complete replacement or extensions of existing duct systems installed as part of an alteration must be HERS Verified in accordance with Section 120.4(g) CEnC. See exceptions. Where exempt must meet the duct leakage testing requirements of CMC Section 603.9.2 CMC. d. New lighting systems shall comply with §130.0 through §130.2 (Mandatory Requirements for Indoor and Outdoor Lighting Controls), §130.5 CEnC 130.4 (Mandatory Requirements for Electrical Power Distribution Systems), §140.3(c) (Prescriptive Daylighting Requirements), and §140.6 through §140.7 (Prescriptive Indoor and Outdoor Lighting). Multilevel daylighting control of §130.1(d) shall not apply when additional skylights are installed in existing building and the lighting system is not recircuited. e. New internally and externally laminated signs shall comply with §110.9, §130.3, and §140.8 (Mandatory and Prescriptive Requirements for Signs) CEnC.
f. Alterations to the existing indoor lighting that include 10% or more of the luminaries serving an enclosed space shall meet one of the following requirements per Section 141.0(b)(2)(I) CEnC:
i. Lighting alterations shall meet the indoor lighting power requirements of Section 140.6 CEnC and the lighting control requirements in Table 141.0-F CEnC. ii. Lighting alterations shall not exceed 80% of the indoor lighting power requirements of Section 140.6 CEnC and shall comply with the lighting control requirements in Table 141.0-F CEnC. iii. Lighting alterations shall be a one-for-one luminaire alteration within a building or tenant space of 5000 ft2 or less, the total wattage of the altered luminaires shall be at least 40% lower compared to their total pre-alteration wattage, and the alteration shall comply with the lighting control requirements in Table 141.0-F CEnC.
g. Alterations to existing internally and externally illuminated signs that increase the connect lighting load, replace and remove more than 50% of the ballast, or relocate the sign to a different location shall meet the requirements of §140.8 (Prescriptive Sign Requirements) CEnC. h. Water-heating systems, except for solar water-heating systems, shall meet the requirements of §140.5 (Prescriptive Water-Heating Requirements) CEnC.
i. A building shell for which new interior walls or ceilings are installed shall meet the requirements of §140.3(c) (Prescriptive Daylighting Requirements).

Provide notes, details and documentation showing compliance. [§120.4(b)(2), 141.0(b)(2), 141.0(b)(2)(E), 141.0(b)(2)(R), 140.4(n) CEnC]
Response:_______________________________________________________________________________

BUREAU VERITAS 250 N Westlake Blvd, Suite 150 | Westlake Village, CA 91362 P . 805.230.2888 | www.bvna.com
69 TECHNICAL PROPOSAL
Plan Review No. BP24-01500
July 9, 2024

PLUMBING

22. For addition or alteration the Indoor Water Use provisions of sections 5.303.3 and 5.303.4 shall apply to new fixtures in the areas of addition or alteration. Please replace non-compliant fixtures. [§5.303.5 CGBC] Response:_______________________________________________________________________________

23. Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall comply with Section

5.303.3 CGBC. Some of the fixtures specified exceed the water consumption limits. Provide specifications meeting or exceeding the below requirements for all fixtures on sheet P001.  Water closets shall not exceed an effective flush volume of 1.28 gallons per flush. [§5.303.3.1 CGBC]  Urinals shall not exceed an effective flush volume of [wall mounted 0.125 gallons per flush], [floor mounted

0.5 gallons per flush]. [§5.303.3.2 CGBC]
 Lavatory faucets shall not exceed a maximum flow rate of 0.5 gallons per minute at 60 psi. [§5.303.3.4.1 CGBC]
 For faucets and Fountains including nonresidential lavatory faucets, kitchen faucets, metering faucets, metering faucets, pre-rinse spray valve. [§5.303.3.4 CGBC] Please ensure that all fixtures are compliant. [§5.303.5 CGBC] Response:_______________________________________________________________________________

24. The minimum size of each fresh water branch shall be determined by the number of fixture units to be served by that branch, the total developed length of the system, and the meter and street service size as per Section 610.8 CPC. No branch piping is required to be larger in size than that required by Table 610.4 CPC for the building supply pipe. Clearly identify the maximum run length and size for each run or fresh water. Indicate the demand on each segment of the cold water including the existing water line. Please include the meter size. [§ 610.9 CPC] Response:_______________________________________________________________________________

25. The size of vent piping shall be determined from its length and the total number of fixture units connected thereto, in accordance with Table 703.2. The diameter of an individual vent shall be not less than one and one-fourth inches nor less than one-half the diameter of the drain to which it is connected. In addition, the drainage piping of each building and each connection to a public sewer or a private sewage disposal system shall be vented by means of one or more vent pipes, the aggregate cross sectional area of which shall be not less than that of the largest required building sewer, as determined from Table 703.2. Vent pipes from fixtures located upstream from pumps, ejectors, backwater valves, or other devices that obstruct the free flow of air and other gases between the building sewer and the outside atmosphere shall not be used for meeting the cross sectional area venting requirements of this section. Exception: When connected to a common building sewer, the drainage piping of two or more buildings located on the same lot and under one ownership shall be permitted to be vented by means of piping sized in accordance with Table 703.2, provided the aggregate cross sectional area of vents is not less than that of the largest required common building sewer. Venting is undersized. Vent pipe us undersized. Please correct. [§ 904.1 CPC]
Response:_______________________________________________________________________________

26. The miximum length of the vent pipe for a 1-1/2” pipe is 60’ per Table 703.2. The total run of all vent piping provided is just over that length. Please increase vent pipe size to meet requirement. [§ 703.2 CPC] Response:_______________________________________________________________________________

27. No more than one-third of the total permitted length, in accordance with Table 703.2, of a minimum sized vent shall be installed in a horizontal position. Exception: Where a minimum sized vent is increase one pipe size for its entire length, the maximum length limitation does not apply. The maximum total horizontal run the 1-1/2” vent pipe specified is 20’ per Table 703.2. The Total length of horizontal vent pipe is approximately 50’. Please increase the size of the vent pipe to meet the requirement. [§ 904.2 CPC] Response:_______________________________________________________________________________

28. The drainage piping of each building and each connection to a public sewer or a private sewage disposal system shall be vented by means of one or more vent pipes, the aggregate cross-sectional area of which shall be not less than that of the largest required building sewer as determined from Table 703.2. Aggregate sizing of vents must be equal or greater than the largest sewer pipe of 4”. Provide adequate sizing of vent piping showing compliance. [§ 904.1 CPC]
Response:_______________________________________________________________________________

BUREAU VERITAS 250 N Westlake Blvd, Suite 150 | Westlake Village, CA 91362 P . 805.230.2888 | www.bvna.com
70 TECHNICAL PROPOSAL
Plan Review No. BP24-01500
July 9, 2024

29. On Sheet P101 in KEY NOTES-WASTE & VENT Number 2 states 2” waste pipe is to go to street lateral. Number 2 in the PLUMBING WASTE & VENT PIPING FLOOR PLAN show 4” waste pipe. Please coordinate. [§107.2 CBC]
Response:_______________________________________________________________________________

MECHANICAL

30. The required outdoor air-ventilation rate and air-distribution system design shall be identified on the plans.

Provide notes, details and documentation as applicable. [§120.1(a)(2) CEnC] Response:_______________________________________________________________________________

31. All heating or cooling systems not controlled by a central energy management control system (EMCS) shall have a setback thermostat. Provide notes, details and documentation as applicable. [§110.2(c) CEnC] Response:_______________________________________________________________________________

32. Show on the plans the duct materials and gages. [§602.1 CMC] Response:_______________________________________________________________________________

33. All mechanically ventilated buildings with new mechanical equipment shall provide air filtration with at least a Minimum Efficiency Reporting Value (MERV) of 13. Filters shall be installed prior to occupancy, and shall be clearly labeled. Recommendations for maintenance shill be included in the operation and maintenance manual.

Note provided please add to plans. [§5.504.5.3 CGBC]
Response:_______________________________________________________________________________

34. Where temporary ventilation is required during construction, permanent HVAC system shall only be used during construction to maintain required temperature range for required installation. Use MERV 8 filters during construction. Replace all filters with MERV 13 filters immediately prior to occupancy or at the conclusion of construction if the building is occupied during construction. Note provided please add to plans. [§5.504.1 CGBC] Response:_______________________________________________________________________________

35. Air-conditioning condensate waste pipes shall connect indirectly, except where permitted in Section 310.6, to the drainage system through an air gap or air break to trapped and vented receptors, dry wells, leach pits, or the tailpiece of plumbing fixtures. A condensate drain shall be trapped in accordance with the appliance manufacturer's instructions or as approved. Please shoe condensate line on plans with appropriate discharge location. [§310.5 CMC]
Response:_______________________________________________________________________________

ELECTRICAL

36. Identify location of new transformer in floor electrical floor plan. [§107.2 CBC] Response:_______________________________________________________________________________

37. Switchboards, switchgear, and panelboards shall have a short-circuit current rating not less than the available fault current. In other than one- and two-family dwelling units, the available fault current and the date the calculation was performed shall be field marked on the enclosure at the point of supply. The marking shall comply with 110.21(B)(3). Note provided please include in plans. On sheet E004B the available fault current Isc is stated to be 15,035A. Panel A has an Ampere Interrupting Capacity of 10,000 which does not meet the requirement please increase the capacity of Panel A to be equal to or greater than the ISC. [§408.6 CEC] Response:_______________________________________________________________________________

38. Heating, air-conditioning, and refrigeration equipment requiring servicing shall be provided with a 125-volt, single- phase, 15- or 20-ampere-rated receptacle outlet shall be installed at an accessible location within 25 ft of the equipment as specified in 210.63(A). The required receptacle outlet shall be located on the same level as the heating, air-conditioning, and refrigeration equipment. The receptacle outlet shall not be connected to the load side of the equipment's branch-circuit disconnecting means. See exception. Please provide. [§210.63 CEC] Response:_______________________________________________________________________________

BUREAU VERITAS 250 N Westlake Blvd, Suite 150 | Westlake Village, CA 91362 P . 805.230.2888 | www.bvna.com
71 TECHNICAL PROPOSAL
Plan Review No. BP24-01500
July 9, 2024

39. Disconnecting means shall be provided for all air-conditioning and refrigerating equipment. Disconnecting means shall be located within sight from, and readily accessible from the air-conditioning or refrigerating equipment. The disconnecting means shall be permitted to be installed on or within the air-conditioning or refrigerating equipment.

The disconnecting means shall not be located on panels that are designed to allow access to the air-conditioning or refrigeration equipment or to obscure the equipment nameplate(s). Please provide. [§440.11 & 440.14 CEC] Response:_______________________________________________________________________________

40. All appliances requiring an external source of electrical power for its operation shall be provided with the a readily accessible electrical disconnecting means within sight of the appliance that completely de-energizes the appliance and a 120-V ac grounding-type receptacle outlet on the roof adjacent to the appliance on the supply side of the disconnect switch. Please provide [NFPA 54:9.4.2.3] [§303.8.5 CMC] Response:_______________________________________________________________________________

41. On sheet E003, detail 7 reflects 2019 codes. Please update to reflect 2022 codes. [§107.2 CBC]

Response:_______________________________________________________________________________

42. The general lighting of any enclosed space 100 sf. or larger in which the connected lighting load exceeds 0.5 watt/sf, and has more than one luminaire, shall provide multilevel lighting controls that allow the level of lighting to be adjusted. Provide notes, details and documentation as applicable. [§130.1(b) CEnC] Response:_______________________________________________________________________________

43. All installed indoor lighting shall be equipped with Shut-OFF controls that meet the following requirements:
 Shall be controlled with occupant sensing controls, automatic time-switch control, or other control capable of automatically shutting OFF all the lighting when the space is typically unoccupied.  Separate controls for the lighting of each floor, other than stairwells.  Separate controls for spaces enclosed by ceiling-height partitions not exceeding 5,000 sf  Separate controls for general, display, ornamental, and display case lighting  For automatic time-switch controls, this may include a manual-ON mode that complies with Section 130.1(a) and allows the lighting to remain ON for no more than 2 hours once override is initiated.

Provide notes, details and documentation as applicable. [§130.1(c)(1) CEnC] Response:_______________________________________________________________________________

44. Countdown timers may only be used as an automatic shut-OFF control in closets less than 70 sf and server aisles in server rooms. The maximum timer setting shall be 10 or 30 minutes, respectively. Provide notes, details and documentation as applicable. [§130.1(c)(2) CEnC]
Response:_______________________________________________________________________________

45. Automatic time-switch control installed to comply with per Section 130.1(c)(1) CEnC, other than occupancy sensors, shall incorporate a manual override control that complies with Section 130.1(a) CEnC and allows the lighting to remain ON for no more than 2 hrs when the override is initiated. See exceptions. Further, it shall incorporate an automatic holiday “shut-OFF” that turns off all loads for at least 24 hours then resumes for normally scheduled operations. Provide notes, details and documentation as applicable. [§130.1(c)(3) CEnC Response:_______________________________________________________________________________

BUREAU VERITAS 250 N Westlake Blvd, Suite 150 | Westlake Village, CA 91362 P . 805.230.2888 | www.bvna.com
72 TECHNICAL PROPOSAL
Plan Review No. BP24-01500
July 9, 2024

46. Occupant sensing controls that automatically shut-OFF all the lighting when unoccupied are required for specified offices, multipurpose rooms, classrooms, conference rooms and restrooms. In offices 250 sf or smaller, multipurpose rooms less than 1000sf, classrooms, and conference rooms. In offices 250 square feet or smaller, multipurpose rooms of less than 1,000 square feet, classrooms of any size, conference rooms of any size, and restrooms of any size, lighting shall be controlled with occupant sensing controls to automatically shut OFF all of the lighting in 20 minutes or less after the control zone is unoccupied. In areas required by Section 130.1(b) controls will be governed by Section 130.1(c)(5) CEnC. Provide notes, details and documentation as applicable. [§130.1(c)(5) CEnC]
Response:_______________________________________________________________________________

47. The means of egress illumination level shall be not less than 1 footcandle (11 lux) at the walking surface. Along exit access stairways, exit stairways and at their required landings, the illumination level shall not be less than 10 footcandles (108 lux) at the walking surface when the stairway is in use. Please verify and provide. [§1008.2.1 CBC].

Response:_______________________________________________________________________________

STRUCTURAL

**No Comments**

BUREAU VERITAS 250 N Westlake Blvd, Suite 150 | Westlake Village, CA 91362 P . 805.230.2888 | www.bvna.com
73 TECHNICAL PROPOSAL
City of Palm Springs 2023-1802 June 6, 2023 18994451

Project Description: New Fuel Station

Project Address: 5601 E Ramon Ave. Palm Springs, CA 92262

Application/ Permit #: 2023-1802

Occupancy: M

Type of Construction: II-B, V-B

Sprinklers: Yes

Stories: 1

Floor Area (s.f.): 4,413 / 1,358

Fire Hazard Severity Zone/ WUI: No

Fire Alarm: No

Bureau Veritas has completed the first plan review of the below listed documents on behalf of the City of Palm Springs Building & Safety Department:

GENERAL INSTRUCTIONS

1. This plan review has been made to verify conformance to minimum requirements of codes and ordinances adopted by the City of Palm Springs. Codes in effect for this project include the 2022 editions of the California Building Code (CBC), California Residential Code (CRC), California Green Building Code (CGBC), California Plumbing Code (CPC), California Mechanical Code (CMC), California Electrical Code (CEC), and California Energy Code (CEnC). The CBC is based on the 2021 editions of the International Building Code, which was published by the International Code Council. The CPC and CMC are based on the 2021 edition of the Uniform Plumbing and Mechanical Codes, respectively, which were published by IAPMO. The CEC is based on the 2020 edition of the National Electrical Code published by the National Fire Protection Association (NFPA).

Applicable code sections are referenced after each item in this list.

2. These plans and documents have been reviewed for compliance with the applicable code requirements and instructions of the jurisdiction. The stamping of these plans shall not be held to permit or be an approval of a violation of any applicable codes and/or standards nor relieve the owner, design professional of record or contractor of compliance with any applicable codes and/or standards. Plan review of documents does not authorize construction to proceed in violation of any federal, state, nor local regulation.

3. The review does not necessarily include errors and omissions. Complete compliance is the responsibility of the designer.

4. All comments shall be resolved on the plans prior to the recommendation to the governing body for approval.

5. The comments identified in other sections of this review require clarifications/corrections before this plan check can be completed.

6. For reference for explanations in the examiner’s comment sections, italic text refers to the initial submittals, bold text on second submittals, and underlined text on third submittals.

7. Please annotate your response in the areas on each comment, please see the comment section,

8. Submit a list showing any changes to the plan or previously submitted documents that are not the result of the plan check comments. Please “cloud” and/or “delta” all revisions made on plans due to this comment list as well as any other design changes.

BUREAU VERITAS 250 N Westlake Blvd, Suite 150 | Westlake Village, CA 91362 P . 805.230.2888 | www.bvna.com
74 TECHNICAL PROPOSAL
City of Palm Springs 2023-1802 June 6, 2023 18994451

IN ORDER TO PROCESS THIS PLAN REVIEW PLEASE PROVIDE THE NAME AND

PHONE NUMBER OF THE INDIVIDUAL WHO PREPARED THESE PLAN REVIEW

RESPONSES
NAME: _____________________________________ PHONE: ____________________________

Please ONE full COMPLETE electronic submittal, with supporting documentation, and answers to ALL comments listed in the comment section and submit to:

City of Palm Springs, 3200 E. Tahquitz Canyon Way, Palm Springs, CA 92262

Respectfully Submitted,

Martin Pasamba
Plan Check Engineer
250 N Westlake Blvd. Ste. 150
Westlake Village, CA 91362
[email protected]
Office: 805 230-2888
Henry Pio, P.E.

Plan Check Engineer
250 N Westlake Blvd. Ste. 150
Westlake Village, CA 91362
[email protected]
Office: 805 230-2888
Abteen Shirehjini, M.S., P.E.

Plan Check Engineer
250 N Westlake Blvd. Ste. 150
Westlake Village, CA 91362
Office: 805 230-2888

Please write the sheet number, detail number, and/or location indicating where the comment is located. Please be specific as to where comment items have been addressed so that recheck may be expedited. To aid in the plan review process—please indicate in the space adjacent to each comment or on a separate sheet, the sheet and the exact location on the sheet where corrections have been made (e.g., Detail S of Sheet 3). Please “cloud” and/or “delta” all revisions made on plans due to this comment list as well as any other design changes.

JURISDICTIONAL COMMENTS
J1. Provide a complete description of the scope of work for this project on the cover sheet of the plans. [§ 107.2 CBC]
RESPONSE:

J2. Provide the site address on the Title Sheet and all sheets of the plan. [§ 107.2 CBC] RESPONSE:

J3. Per City of Palm Springs, no deferred submittals allowed except for fire alarms and fire sprinklers .

Please revise General Information section on Title Sheet of plans and provide complete architectural plan, structural plans, structural calculations, etc., for a complete submittal. Additional comments may follow.

RESPONSE:

J4. Provide a Building Code Data L egend on the Title Sheet. [ § 107.2 CBC] Include the following code information for each building proposed:
a. Sprinklers: Yes or No ____________________
b. Stories ____________________
c. APN # ____________________
RESPONSE:

BUREAU VERITAS 250 N Westlake Blvd, Suite 150 | Westlake Village, CA 91362 P . 805.230.2888 | www.bvna.com
75 TECHNICAL PROPOSAL
City of Palm Springs 2023-1802 June 6, 2023 18994451

ARCHITECTURAL COMMENTS – MARTIN PASAMBA/ [email protected] A1. Provide a fully dimensioned site plan drawn to scale. The site plan shall show the north arrow, property lines, easements, public ways and all existing/proposed buildings and structures on the site. Clearly dimension building setbacks from property lines, street centerlines, and from all adjacent buildings and structures on the site plan. [§ 107.2.5 CBC] Additional comments may follow upon next submittal.

RESPONSE:

A2. Show on the site plan, or provide the grading plans, showing finish floor elevations, elevations of finish grade adjacent to buildings, established street grades, drainage patterns and locations and gradients of cut or fill slopes. [§ 107.2.5 CBC]
RESPONSE:

A3. Finish grade around the structure/addition shall slope away from the foundation a minimum of 5% (2% for impervious surfaces) for a minimum distance of 10 feet. Include a note on the site plan or show on a foundation detail. [§1804.4 CBC]
RESPONSE:

A4. Setback dimensions shall be measured perpendicular to t he property and shall be as shown in Figure J108.1, unless substantiated data is submitted justifying reduced setbacks. [§J108.1 CBC] RESPONSE:

A5. Provide an allowable area analysis complying with Section 506 for the proposed building as shown on sheet FSA1.4. The allowable area analysis shall be on the cover sheet of the plans. Specify on the cover sheet of the plans.

RESPONSE:

A6. The height and number of stories cannot exceed that shown in Tables 504.3 & 504.4. Show the code basis for the height/number of stories as shown.

RESPONSE:

A7. When a new building is to be erected on the same property as an existing building, the location of the assumed property line with relation to the existing building shall be such that the exterior wall and opening protection of the existing building meet the criteria of Sections 705.5 & 705.8. [§ 705.3 CBC] Please clarify on site plan if proposed building and fuel canopy will be erected on the same pro perty as an existing building to v erify proposed building complies with 705 CBC f or exterior walls, projections, opening protections, etc. as shown on Fire Protection section on title sheet of plans.

Additional comments may follow upon a complete submittal of construction documents.

RESPONSE:

A8. Please verify parapet construction complie s with 705.11.1 CBC. Parapets shall have the same fire - resistance rating as that required for the supporting wall, and on any side adjacent to a roof surface, shall have noncombustible faces for the uppermost 18”, including counter flashing and coping materials. The height of the parapet shall be not less than 30” above the point where the roof surface and the wall intersect.

RESPONSE:

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A9. [§107.2 CBC] Provide a section view of all new interior partitions:
a. Specify type, size, and spacing of studs.
b. Specify method of attaching top and bottom plates to structure. c. The top of the partition must be secured to the roof or floor framing unless the suspended ceiling has been designed to resist the lateral out-of-plane loads from the partition. d. Specify the wall sheat hing material and method of attachment (size and spacing of fasteners)
RESPONSE:

A10. Provide an egress plan showing the number of occupants on each floor and in all rooms and spaces.

Specify the required width and actual width of all egress components (doors, stairways, corridors, etc.).

Specify the travel distance for each area. [§107 CBC]
RESPONSE:

A11. Note on the plans: “All exits are to be openable from inside without the use of a key or special knowledge.” In lieu of the above requirement, in Group A occupancies having an occupant load of 300 or less, Group B, F, M and S and in places of religious worship, you may note “Provide a sign on or near the exit doors reading THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED.” This signage is only allowed at the main exit. [§ 1010.1.9 & 1010.1.9.3 CBC] RESPONSE:

A12. Door landings shall have a length measured in the direction of travel of not less than 44 inches. [ § 1010.1.6 CBC]
RESPONSE:

A13. Please provide the following roof information on construction documents:
a. Class of roof covering is required per Table 1505.1. b. Roof material and application. Clearly specify waterproofing, flashing, and method of attachment appropriate to the material being used. [§ 1507 CBC] c. ICC, UL or other recognized listing approval number for roof materials not covered in CBC, e.g., tile, etc. [§107 CBC]
d. Overflow drains having the same size as roof drains and on independent drain lines are required. In lieu of this, overflow scuppers, 4” minimum high with a width equal to the circumference of the roof drain may be provided. Overflow system shall have inlets located two inches above the roof low points. [§1502.2 & 1502.3 CBC]. Size the drains per CPC.

RESPONSE:

A14. Show attic or enclosed rafter space ventilation. Minimum vent area is 1/150 of attic area or per reduced attic ventilation area of 1/300 provided reduced ventilation meets requirements per referenced code. [§1202.2 CBC]
RESPONSE:

A15. Show location of attic access with a minimum size of 20” x 30” unless the maximum vertical headroom height in the attic is less than 30”. Where mechanical equipment is installed in the attic the minimum dimensions are 22”x30” and at least as large as the largest component of the appliance. Access must be provided to each separated attic area, with a 30” headr oom clearance above the opening. [§1209.2 CBC & §904.10 CMC] If applicable.

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A16. Addresses shall be plainly visible and legible from the street or road fronting the property. Address numbers shall be 4 inches in height, ½” minimum stroke width and of contrast ing color to their background. [§ 501.2 CBC]
RESPONSE:

ACCESIBILITY COMMENTS – ABTEEN SHIREHJINI, M.S., P.E. – 805 230-2888

ACCESSIBLE ROUTE
ACC1. [§11B-206.2.1 CBC] At least one accessible route within the boundary of the site shall be provided within the site from public transportation stops, accessible parking and accessible passenger loading zones, and public streets or sidewalks, to the accessible building entrance they serve. The site plan shall show the property lines, easements, public ways, impro vements and existing buildings and structures sufficiently to verify disabled accessibility compliance with §11B -202.4 CBC for this project. Provide a complete site plan and identify all accessible routes in accordance with the referenced Section.

RESPONSE:

ACC2. At least one accessible route shall connect accessible buildings, accessible facilities, accessible elements, and accessible spaces that are on the same site. [§11B-206.2.2 CBC] Provide accessible routes between the canopy structure, service building, and trash enclosure. Clearly identify routes on the site plan.

RESPONSE:

ACC3. Accessible routes shall consist of one or more of the following components: walking surfaces with running slopes not steeper than 1:20, doorways, ramps, curb ramps excluding flared sides, elevators, and platform lifts. All components shall comply with the applicable requirements of 11B Division 4. [§11B-402.2 CBC] Provide a complete site plan and identify all accessible components in accordance with the referenced Section. Provide details for accessible components.

RESPONSE:

PARKING
ACC4. Where parking is provided, accessible parking spaces, access aisles and vehicular routes serving accessible parking shall be provided in accordance with Chapter 11A. [§ 406.2.3 CBC] Parking spaces not found. Provide a complete site plan that includes accessible parking. Provide details in accordance with chapter 11A for all accessible parking facilities and routes.

RESPONSE:

ACC5. Where provided, electric vehicle charging systems shall be installed in accor dance with the California Electrical Code and the California Green Building Standards Code. Electric vehicle charging system equipment shall be listed and labeled in accordance with UL 2202. Electric vehicle supply equipment shall be listed and labeled in accordance with UL 2594. Accessibility to electric vehicle charging stations shall be provided in accordance with Chapters 11A and/or 11B. [§ 406.2.7 CBC] Parking spaces not found. If electric vehicle parking is required for this project, provide a complete site plan that includes accessibility to electrical vehicle charging stations. Provide details in accordance with chapter 11A and/or 11B.

RESPONSE:

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ACC6. Provide disabled parking space(s) for visitors and unassigned spaces (5% of the total provided parking). Signage is required and shall not be blocked from view by a vehicle parked in the space. [§1109A.5 & 406.2.3 CBC] Identify locations on the site plan and provide complete accessible parking details.

RESPONSE:

ACC7. An additional sign shall also be posted eith er; 1) in a conspicuous place, at each entrance to off - street parking facilities or 2) immediately adjacent to and visible from each stall or space. The additional sign shall be not less than 17" wide by 22" high with lettering 1" high minimum stating the following: "Unauthorized vehicles parked in designated accessible spaces not displaying distinguishing placards or special license plates issued for persons with disabilities may be towed away at owner's expense. Towed vehicles may be reclaimed at ________ or by telephoning ________." [§11B-502.8 CBC] Identify signage location(s) on the site plan.

RESPONSE:

WALKING SURFACES
ACC8. Walk and sidewalks shall have a continuous common surface, not interrupted by steps or by abrupt changes in level exceeding 1/2" per 11B-302, and shall be a minimum of 48" in width. [§11B - 403.5.1.3 CBC]
RESPONSE:

ACC9. If a walk crosses or adjoins a vehicular way, and the walking surfaces are not separated by curbs, railings, or other elements between the pedestrian areas and vehicular areas, the boundary between the areas shall be defined by a continuous detectable warning 36" wide minimum and comply with 11B-705.1.1. [§11B-247.1.2.5 CBC] Specify locations for detectable warnings on the site plan.

RESPONSE:

ACC10. Walking surfaces cross slopes shall not be steeper than 1:48. [§11B-403.3 CBC] RESPONSE:

ENTRANCES & EXITS
ACC11. Handles, pulls, latches, locks and other operable parts on doors and gates shall not require tight grasping, tight pinching or twisting of the wrist to operate. [§11B-404.2.7 CBC] RESPONSE:

ACC12. Operable parts such as hardware shall be 34" minimum and 44" maximum above the finished floor or ground. [§11B-404.2.7 CBC]
RESPONSE:

ACC13. Every doorway which is located within an accessible path of travel shall be of a size as to permit the installation of a door not less than 3' in width and not less than 6'-8" in height. When installed, exit doors shall be capable of opening at least 90 degrees and shall be so mounted that the clear width of the exit is not less than 32", measured between the face of the door and the opposite stop. [§11B-404.2.3 CBC] Clarify for the door serving Utility Enclosure 855, shown on sheet FSA2.

RESPONSE:

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ACC14. Minimum maneuvering clearances at doors shall comply with 11B -404.2.4. The floor or ground area within the required clearances shall be level and clear. [§11B-404.2.4 CBC] Provide sufficient maneuvering clearance for the red marked door shown in the image below. There appears to be object within the required clearance. Please dimension clearance.

RESPONSE:

ACC15. Minimum maneuvering clearances at doors shall comply with 11B -404.2.4. The floor or ground area within the required clearances shall be level and clear. [§11B -404.2.4 CBC] Door 852/A shown on 1/FSA5 does not appear to provide sufficient maneuvering clearance. Please revise.

RESPONSE:

ACC16. The bottom 10" of all doors except automatic and sliding shall have a smooth, uninterrupted surface to allow the door to be opened by a wheelchair footrest without creating a trap or hazardous condition. Where narrow frame doors are used, a 10" high smooth panel shall be installed on the push side of the door, which will allow the door to be opened by a wheelchair footrest without creating a trap or hazardous condition. [§11B-404.2.10 CBC] RESPONSE:

ACC17. Maximum effort to operate doors shall not exceed 5 pounds for exterior doors and 5 pounds for interior doors, such pull or push effort being applied at right angles to hinged doors and at the center plane of sliding or folding doors. Compensating devices or automatic door operat ors may be utilized to meet the above standards. [§11B-404.2.9 CBC] RESPONSE:

TOILET AND BATHING ROOMS
ACC18. An equilateral triangle 1/4" thick with edges 12" long and a vertex pointing upward shall be located at entrances to men’s toilet and bathing facilities. The triangle symbol shall contrast with the door,

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either light on a dark background or dark on a light background. [§11B-703.7.2.6.1 CBC] Revise signage shown on sheet FSA1.2.

RESPONSE:

ACC19. A circle 1/4" thick and 12" in diameter shall be located at entrances to women’s toilet and bathing facilities. The circle symbol shall contrast with the door, either light on a dark background or dark on a light background. [§11B-703.7.2.6.2 CBC] Revise signage shown on sheet FSA1.2.

RESPONSE:

ACC20. Geometric symbols at entrances to toilet and bathing rooms shall be mounted at 58” minimum and 60” maximum above the finish floor or ground surface measured from the centerline of the symbol. Where a door is provided the symbol shall be mounted within 1” of the vertical centerline of the door. [§11B-703.7.2.6 CBC] Revise signage shown on sheet FSA1.2.

RESPONSE:

ACC21. Doors shall not swing into the clear floor space or clearance required for any fixture. Doors other than the door to the accessible water closet compartment may encroach into the turning space by 12” maximum. [§11B -603.2.3 CBC] Doors in the restrooms appear to be protruding into the turning spaces. Please verify that the doors do not protrude more than 12 inches into the required turning space. Show on plans.

RESPONSE:

ACC22. [§11B-604 CBC] Water Closets and Toilet Compartments:
a. The centerline of the water closet shall be 17” minimum to 18” maximum from the side wall or partition, except that the water closet shall be 17” minimum to 19” maximum from the side wall or partition in ambulatory accessible toilet compartments. Water closets shall be arranged for a left or right handed approach. [§11B-604.2 CBC] Revise water closet dimensions shown on sheet FSA5.

RESPONSE:
b. Clearance around a water closet shall be 60” minimum measured perpendicular from the side wall and 56” minimum measured perpendicular from the rear wall. A minimum 60” wide and 48” deep maneuvering space shall be provided in front of the water closet. [§11B -604.3 CBC] Clearly dimension on plans.

RESPONSE:
c. The seat height of a water closet above the finish floor shall be 17” minimum and 19” maximum measured to the top of the seat. Seats shall not be sprung to return to a lifted position. Seat shall be 2” high maximum, except that 3" seats shall be permitted only in alterations where the existing fixture is less than 15" high. [§11B-604.4 CBC] Clearly dimension on plans.

RESPONSE:
d. Water closet flush controls shall be hand operated or automatic. Flush controls shall comply with operable parts requirement except that they be located 44" maximum above the floor. Flush controls shall be located on the open side of the water closet. [§11B- 604.6 CBC]
RESPONSE:
e. The side-wall grab bar shall be 42” long minimum, located 12” maximum for the rear wall and extending 54” minimum from the rear wall with the front end positioned 24” minimum in front of the water closet. The rear-wall grab bar shall be 36” long minimum and extend from the center line 12” minimum on one side and 24” minimum on the other. [§11B -604.5.1 CBC] Clearly show all dimensions referenced in this comment.

RESPONSE:

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ACC23. [§11B-606 CBC] Lavatories:
a. A clear floor space 30" by 48" positioned for a forward approach and shall have knee and toe clearances.

RESPONSE:
b. All lavatories and sinks shall be installed with the front of the higher of the rim or the counter surface 34" maximum above the finish floor or ground.

RESPONSE:
c. Water supply and drain pipes under lavatories shall be insulated or otherwise configured to protect against contact. There shall be no sharp or abrasive surfaces under lavatories and sinks.

RESPONSE:
d. Controls for faucets shall comply with operable parts. Hand-operated metering faucets shall remain open for 10 sec. minimum.

RESPONSE:

ACC24. [§11B-609 CBC] Grab Bars:
a. The space between the grab bar and projecting object above shall be 12” minimum. The vertical grab bar shown above the side-wall grab bar in both restrooms appears to protrude into the 12” clear space above the side-wall grab bar. Please revise.

RESPONSE:

ACC25. Bathroom Accessories:
a. Mirrors located above lavatories or countertops shall be installed with the bottom edge of the reflecting surface 40” maximum above the finish floor or ground. [§11B -603.3 CBC] Provide dimensions.

RESPONSE:
b. Where towel, sanitary napkins, waste receptacles, and other similar dispensing and disposal fixtures are provided in toilet facilities, at least one of each type shall be located on an accessible route. All operable parts, including coin slots, shall be 40" maximum above the finished floor. [§11B-603.5 CBC] Revise heights.

RESPONSE:
c. Toilet paper dispensers shall be 7” minimum and 9” maximum in front of the water closet measured from the centerline of the dispenser. The outlet of the dispenser shall be below the grab bar, 19” minimum above the finish floor and shall not be located behind the grab bar. [§11B - 604.7 CBC] Clarify 19” minimum height dimension on plans. Current height shown on 5/FSA5 appears to be at 18”.

RESPONSE:

SPACE ALLOWANCE & REACH RANGES
ACC26. At least one and not less than 5% of al l lockers shall be made accessible to persons with disabilities, including clear space, reach range requirements, and a path of travel not less than 36" in clear width shall be provided to these lockers. [§11B -225.2.1 CBC] Please clarify for lockers shown in Storage 856.

RESPONSE:

ACC27. The minimum clear width required to turn 180° around an element shall be 42" wide minimum approaching the turn, 48” minimum during the turn, and 42” minimum leaving the turn where the obstruction is less than 48" in length. [§11B-403.5.2 CBC] Provide dimensions in Sales 850 area.

RESPONSE:

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ACC28. The minimum clear width for walking surfaces shall be 36” minimum but may be reduced to 32" minimum at a point 24" long maximum, provided that reduced width segments are separated by segments that are 48” long minimum and 36” wide minimum. [§11B -403.5.1 CBC] Provide dimensions in Sales 850 area.

RESPONSE:

ACC29. [§11B-226 CBC] Work Surfaces:
a. Where work surfaces are provided for use by other than employees, at least 5 percent shall comply with 11B-902. Provide compliance at all work surfaces such as the coffee condiment counter, etc.

RESPONSE:
b. The tops of tables and counters shall be 28" minimum to 34" maximum from the floor or ground.

RESPONSE:
c. Where food is served at a counter exceeding 34” in height, a portion of the main counter 60” in length shall be provided in compliance with section 11B-902.3.

RESPONSE:

ACC30. [§11B-227 CBC] Sales & Service:
a. Where provided, check-out aisles, sales and service counters and lines shall comply with sections 11B-227 and 11B-904, and be provided a quantity in accordance with table 11B-227.2. Where counters or aisles serve different purposes or are dispersed, compliant counters shall serve like purposes and be dispersed.

RESPONSE:
b. Where provided, at least one accessible counter shall be provided and comply with 11B-904.4. [§11B-227.3 CBC]
RESPONSE:
c. When not all check-out aisles are accessible, the accessible aisles shall be identified by the International Symbol of Accessibility sign. The sign should be 4” x 4” mini mum. [§11B-904.3.4 CBC]
RESPONSE:
d. Counters shall be 36” long minimum, and 28” min. and 34” high max. above the finish floor. [§11B-902.3 CBC]
RESPONSE:
e. Counters 36” wide minimum shall be provided with a parallel or forward approach, with floor clearances per 11B-305. Forward approaches shall also be provided with the knee and toe clearances of 11B-306. [§11B-904.4.1 CBC]
RESPONSE:
f. The accessible portion of the counter top shall extend the same depth as the sales or service counter top. [§11B-904.4 CBC]
RESPONSE:

ACC31. [§11B-309 CBC] Operable Parts:
a. Clear floor space complying with Section 11-309.2 that allows a forward or parallel approach by a person using a wheelchair shall be provided at controls, dispensers, receptacles, and other operable equipment.

RESPONSE:
b. Controls and operating mechanisms shall be operable with one hand and shall not require tight grasping, pinching, or twisting of the wrist. The force required to activate controls shall be no greater than 5 pounds. See section for exception. [§11B-309.4 CBC] RESPONSE:
c. The highest operable part of all controls, dispensers, receptacles, and other operable equipment shall be placed within 48" of the floor but not lower than 15". Also specified in section 11B -308,

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obstructed forward approach shall have a high forward reach of 48” or 44” maximum where the reach depth is 20” or 25” maximum, respectively. Obstructed side reach shall have a height of 34” and 48” maximum where depth of obstruction shall be 24” and 10” maximum, respectively. More than 10” depth and maximum depth 24” the high side reach shall be 46”. [§11B -309.3 CBC] RESPONSE:
d. The height of manual fire alarm boxes shall be a minimum of 42” and a maximum of 48”, measured vertically, from the floor level to the highest point of the activating handle or lever of the box. [§907.4.2.2 CBC]
RESPONSE:

ACC32. [§11B-602 CBC] Drinking Fountains:
a. No fewer than two drinking fountains shall be provided. One drinking fountain shall comply with sections 11B-602.1 through 11B-602.6 and the other shall comply with 11B-602.7 CBC, drinking fountains for standing persons. If one drinking fountain complies with the requirements of 11B - 602.1 through 11B-602.6 & 11B-602.7, then two drinking fountains shall not be required. [§11B- 211.2 CBC]
RESPONSE:
b. Units shall have a clear floor space positioned for forward approach per 11B -305 (30”x48”).

RESPONSE:
c. Drinking fountains shall be located completely within alcoves or otherwise positioned so as not to encroach into pedestrian ways. The alcove in which the water fountain is located shall be not less than 32" in width and 18" in depth. A side approach drinking fountain is not acceptable.

RESPONSE:
d. Drinking fountains shall be a minimum of 18" and a maximum of 19” in depth.

RESPONSE:
e. Drinking fountains shall be provided with knee and toe clearances per 11B-306.

RESPONSE:
f. Spout outlets shall be 36” maximum above the finish floor.

RESPONSE:
g. Spout shall be located 15” minimum from a vertical support and 5” maximum from the front edge of the unit.

RESPONSE:
h. Spouts shall provide a flow of water 4” high minimum. Where spouts are located less than 3” from the front face of the unit the angle of the water stream shall be 30° maximum. Otherwise, the angle of water stream shall be 15° maximum.

RESPONSE:
i. Drinking Fountains for Standing Persons: Spout outlets shall be 38” minimum and 43” maximum above the finish ground floor.

RESPONSE:

ACC33. [§11B-220.2 CBC] Point of Sale Devices:
a. Where point-of-sale devices are provided, all devices at each location shall comply with Sections 11B-707.3, and 11B-707.7.2, and 11B-707.9. Where point-of-sale devices are provided at check stands and sales and service counters required to comply with Sections 11B-227.2 and 11B-227.3, they shall comply with Sections 11B-707.2, 11B-707.7.2, and 11B-707.9. [§11B-220.2 CBC] RESPONSE:

GREEN BUILDING COMMENTS - MARTIN PASAMBA/ [email protected] GB1. Newly constructed projects and additions which disturb less than one acre of land and not part of a larger common plan of development shall prevent pollution of storm water runoff from construction activities through one of the following measures: [§5.106.1 CGBC]

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a. Local Ordinance
b. Best Management Practices: Prevent the l oss of soil through wind or water erosion by implementing an effective combination of erosion and sediment control and good housekeeping BMP’s
RESPONSE:

GB2. Please provide shor t term bicycle parking for the new project where the project is anticipated to generate visitor traffic. Provide permanently anchored b icycle racks within 200 feet of the visitors’ office for 5% of new visitor motorized vehicle parking spaces being added, with a minimum of one- two bike capacity rack. [§5.106.4.1.1 CGBC] Please prove manufacturer specifications and anchorage calculations.

RESPONSE:

GB3. Please provide long term bicycle parking for new buildings with tenant spaces with 10 or more tenant occupants, provide secure bicycle parking for 5% of the tenant-occupant-occupant vehicular parking spaces with a minimum of one bicycle parking facility. [§5.106.4.1.2 CGBC] RESPONSE:

GB4. The mandatory provisions of the Green Building Standards Code shall apply to new buildings, building additions of 1000 sq. ft. or greater and/or alterations with a permit valuation of $200,000 or above. [§301.3 CGBC] Provide nonresidential green building notes on plans.

RESPONSE:

GB5. Provide a construction waste management plan reducing waste a minimum of 65%. [§5.408.1 CGBC] RESPONSE:

GB6. Provide electric vehicle charging infrastructure which shall comply with 5.106.5.3.1 CGBC, provided in accordance with additional requirements per Calif ornia Building and Electrical Codes. Refer to Table 5.106.5.3.1 CGBC for required total EV capable spaces.

RESPONSE:

GB7. Electric vehicle charging stations, EVCS, shall be provided per Table 5.106.5.3.1. Accessible EVCS shall be made available per 5.106.5.3.4 CGBC, 11B-228.3 CBC. Specify location, provide applicable details, etc. Additional comments may follow upon next submittal.

RESPONSE:

ENERGY COMMENTS - MARTIN PASAMBA/ [email protected] EnG1. Please provide applicable nonresidential energy compliance forms, i.e. building envelope (NRCC- ENV-E), electrical power (NRCC-ELEC-E), electric ready (NRCI-ELC-E), fenestration, lighting, mechanical, plumbing, solar, etc. Additional comments may follow upon next submittal.

RESPONSE:

ELECTRICAL COMMENTS - MARTIN PASAMBA/ [email protected] E1. The energy documentation plans shall be signed by the documentation author.

RESPONSE:

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E2. Since series rating is used for short circuit protection:
a. Indicate the series combination interrupting rating of overcu rrent devices. Identify on the plan, the fuse class and the circuit breaker manufacturer, model designation, type and electrical rating used as part of series rating. Include manufacturer specification sheet(s). b. Series combination interrupting rating shall not be used when the second device in the series is subjected to a total connected full load motor current of more than 1% of it's AIC rating.
c. Motor circuit protectors shall not be used as part of a series combination interrupting rating. d. If series combination ratings are used, provide a cautionary label to the series rated device cover stating "Caution - Series Rated System available". Identified replacement component required by the CEC section reference below. (CEC 240.86, 110.3, 110.22(C), UL Recognition)
RESPONSE:

E3. Indicate AIC rating on each panel schedule of new panels.

RESPONSE:

E4. Where the bottom of the outdoor lighting luminaire is mounted 24 feet or less above the ground, it shall be controlled as follows: Show on the plans.
a. Shall be motion senso rs or other lighting control systems that auto matically controls lighting in accordance with Item B in response to the area being vacated of occupants; and b. Shall be capable of automatically reducing the lighting power of each luminaire by at least 40 percent but not exceeding 90 percent, or provide continuous dimming through a range that includes 40 percent through 90 percent, and
c. Shall employ auto-ON functionality when the area becomes occupied; and d. No more than 1,500 watts of lighting power shall be controlled together. 130.2(c)(3) RESPONSE:

E5. Provide load calculations.

RESPONSE:

E6. Add the following notes to the plans:
a. “All electrical work shall be designed per (Local AHJ) Electrical Code, 2022 California Electrical Code, 2020 National Electrical Code, and 2022 Building Energy Efficiency Standards.”
b. “All electrical equipment shall be labeled, listed, or certified by a Nationally Recognized Testing Laboratory accredited by the United States Occupational Safety Health Administration.”
c. Certified acceptance test technician (ATT) is required to test applicable installed controls before the final occupancy permit is provided. ATTs are not required to be third -party inspectors and can be the installing contractor certified via a California Energy Commission approved Acceptance Test Technician Certification Provider (ATTCP). d. “The maximum combined voltage drop on both installed feeder conductors and branch circuit conductors to the farthest connected load or outlet shall not exceed 5 percent.” RESPONSE:

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MECHANICAL COMMENTS – HENRY PIO, P.E. / [email protected] M1. The licensed professional who takes the responsibility of the mechanical plans shall be a mechanical engineer or architect. Fire Protection engineer license is not acceptable.

RESPONSE:

M2. The minimum outside air that is provided shall not be less than the requirement of T24 BEES section 120.1, i.e. 15 CFM per person. Revise the pl ans to satisfy T24 requirement. Revise the “OUTSIDE SUPPLY AIR CALCULATIONS”
RESPONSE:

M3. Filters shall be MERV-13 minimum. T he Rooftop Unit Schedule on the submitted plans sho ws MERV-8, revise the plans to indicate the correct filters.

RESPONSE:

PLUMBING COMMENTS - MARTIN PASAMBA/ [email protected] P1. The licensed professional who takes the responsibility of the me chanical plans shall be a mechanical engineer or architect. Fire Protection engineer license is not acceptable.

RESPONSE:

P2. The minimum slope for gravity drainage pipes shall be 2% (1/4” per foot) minimum, revise the plans to reflect 2% slope. Call out the slope on the plumbing floor plan.

RESPONSE:

STRUCTURAL COMMENTS - MARTIN PASAMBA/ [email protected] S1. Provide a complete set of roof framing plans for fuel canopy . Include details and references at appropriate locations. Additional correc tions may apply once the plans can be thoroughly checked. [§107.2 CBC]

S2. Please provide structural calculations. Calculations shall include analysis for supporting beams, posts, foundation and complete l ateral analysis. Plans and calculations shall be prepa red and signed by a licensed architect or a registered engineer [§5536.1, 6735 California Business and Profession Code] Please provide for Service Building, Fuel Canopy, anchorage & baseplate calculations for fuel dispenser, equipment, rack & shelving, trash enclosure walls, etc. Additional comments may follow upon a complete submittal.

RESPONSE:

S3. Please provide truss layout & calculations for truss system of service building as shown on sheet FSS3.

Please have EOR provide a review conformance letter or sta mp identifying the truss layout & calculations have been incorporated into the design of the structure. Additional comments may follow upon review of truss package.

RESPONSE:

S4. Please provide manufacturer specifications of canopy attached to service building.

RESPONSE:

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87 TECHNICAL PROPOSAL
City of Palm Springs 2023-1802 June 6, 2023 18994451

S5. Soil bearing pressure is limited to 1500 lbs/sq ft. unless soils report recommends otherwise. [Table 1806.2 CBC]
RESPONSE:

S6. A soils investigation is required in Seismic Design Categories C, D, E, and F. In addition to the requirements of 1803.6, the report shall at a minimum address slope instability, liquefaction, total and differential settlement, and surface rupture, and lateral pressure on basements/retaining walls due to earthquake motions. The report shall also include an assessment of the potential consequences due to such factors. [§1803.5.11 CBC]
RESPONSE:

END OF COMMENTS

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88 TECHNICAL PROPOSAL
City of Palm Springs AHJ Application/Permit #2022-565 3/02/2022 BVNA #13730493

Applicant Name: JP Park Project Description: Restaurant TI

Address: - Project Address: 240 N. Palm Canyon

Phone Number: 760-275-7677 Application/Permit #: 2022-565

Applicant Email: [email protected]

Occupancy: B

Type of Construction: V

Sprinklers:

Stories: 1

Floor Area (s.f.): 1,041

Fire Hazard Severity Zone/ WUI: No

Fire Alarm: -

Bureau Veritas has completed the first plan review of the below listed documents on behalf of the City of Palm Springs Building & Safety Department:

GENERAL INSTRUCTIONS

1. This plan review has been made to verify conformance to minimum requirements of codes and ordinances adopted by the City of Palm Springs. Codes in effect for this project include the 2019 editions of the California Building Code (CBC), California Green Building Code (CGBC), California Plumbing Code (CPC), California Mechanical Code (CMC), California Electrical Code (CEC), and California Energy Code (CEnC). The CBC is based on the 2018 editions of the International Building Code, which was published by the International Code Council. The CPC and CMC are based on the 2018 edition of the Uniform Plumbing and Mechanical Codes, respectively, which were published by IAPMO. The CEC is based on the 2017 edition of the National Electrical Code published by the National Fire Protection Association (NFPA).

Applicable code sections are referenced after each item in this list.

2. These plans and documents have been reviewed for compliance with the applicable code requirements of the jurisdiction. The stamping of these plans shall not be held to permit or be an approval of a violation of any applicable codes and/or standards nor relieve the owner, design professional of record or contractor of compliance with any applicable codes and/or standards. Plan review of documents does not authorize construction to proceed in violation of any federal, state, nor local regulation.

3. The review does not necessarily include errors and omissions. Complete compliance is the responsibility of the designer.

4. All comments shall be resolved on the plans prior to the recommendation to the governing body for approval.

5. The comments identified in other sections of this review require clarifications/corrections before this plan check can be completed.

6. For reference for explanations in the examiner’s comment sections, italic text refers to the initial submittals, bold text on second submittals, and underlined text on third submittals.

7. Please annotate your response in the areas on each comment, please see the comment section,

8. Submit a list showing any changes to the plan or previously submitted documents that are not the result of the plan check comments. Please “cloud” and/or “delta” all revisions made on plans due to this comment list as well as any other design changes.

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IN ORDER TO PROCESS THIS PLAN REVIEW PLEASE PROVIDE THE NAME AND

PHONE NUMBER OF THE INDIVIDUAL WHO PREPARED THESE PLAN REVIEW

RESPONSES
NAME: _____________________________________ PHONE: ____________________________

Please provide THREE full new physical sets of plans or ONE full COMPLETE electronic submittal, with supporting documentation, and answers to ALL comments listed in the comment section and submit to:

City of Palm Springs, 3200 E. Tahquitz Canyon Way, Palm Springs, CA 92262

Respectfully Submitted,

Charles Ruiz
Plans Examiner
250 N. Westlake Blvd., Ste. 150, Westlake Village, CA, 91362 [email protected]
805-230-2888

Please write the sheet number, detail number, and/or location indicating where the comment is located. Please be specific as to where comment items have been addressed so that recheck may be expedited. To aid in the plan review process—please indicate in the space adjacent to each comment or on a separate sheet, the sheet and the exact location on the sheet where corrections have been made (e.g., Detail S of Sheet 3). Please “cloud” and/or “delta” all revisions made on plans due to this comment list as well as any other design changes.

JURISDICTIONAL COMMENTS

1. Submit plans and supporting documents in electronic format to [email protected]. Plans submitted in electronic format must have restrictions remove from the security settings. Electronic plans with restrictions to markups, printing, or stamping will not be approved. If the file is larger than 25MB, please upload plans to https://spaces.hightail.com/uplink/PSBuilding Email subject line should read: RE-CHECK for (PERMIT # & ADDRESS) RESPONSE:__________________________________________________ __________________________

Client Response:

ARCHITECTURAL COMMENTS – CHARLES RUIZ, [email protected]

2. All sheets of the plans and the first sheet of the calculations are required to be signed by the California licensed architect or engineer responsible for the plan preparation. Please include the California license number, seal, and date of license expiration and the date the plans are signed. [§ 5536.1, 6735 California Business and Profession Code] It appears stamp is missing from signature.

RESPONSE:____________________________________________________________________________

3. Provide a sheet index on the front sheet of the plans. [§ 107.2 CBC] Please provide sheet K7.2 it appears details on sheet K7.0 refers to sheet.

RESPONSE:__________________________________________________ __________________________

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90 TECHNICAL PROPOSAL
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4. Provide an egress plan showing the number of occupants for proposed space. Specify the required width and actual width of all egress components. (doors, stairways, corridors, etc.) Specify the travel distance for each area. [§107 CBC]
RESPONSE:______________________________________________ ______________________________

5. Specify the existing and proposed uses of all rooms and areas. [§ 107.2 CBC] Please provide separate existing/ proposed plans sheets for next submittal. Additional comments may apply.

RESPONSE:__________________________________________________ __________________________

6. Note on the plans: “All exits are to be openable from inside without the use of a key or special knowledge.” In lieu of the above requirement, in Group A occupancies having an occupant load of 300 or less, Group B, F, M and S and in places of religious worship, you may note “Provide a sign on or near the exit doors reading THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED.” This signage is only allowed at the main exit. [§ 1010.1.9 & 1010.1.9.3 CBC] RESPONSE:____________________________________________________________________________

Client Response:

ACCESIBILITY COMMENTS - CHARLES RUIZ, [email protected]

7. [§11B-202.1 CBC] Additions and alterations to an existing building or facilities shall comply with the following: Additional comments may apply.
a. The area alteration or addition must fully comply.

RESPONSE:______________________________________________________________________ b. A primary entrance to the building or facility and the primary path of travel from accessible parking and from the public way to the specific area of alteration or addition must fully comply.

RESPONSE:______________________________________________________ ________________ c. Sanitary facilities, and, when provided, drinking fountains and public telephones, serving the alteration or addition must fully comply.

RESPONSE:______________________________________________________________________

8. A circle 1/4" thick, 12" in diameter, with a 1/4" thick triangle with a vertex pointing upward superimposed on and geometrically inscribed within the circle and within the 12" diameter, shall be provided at entrances to unisex toilet and bathing facilities. The vertices of the triangle shall be located 1/4" maximum from the edge of the circle. The triangle symbol shall contrast with the circle symbol, either light on a dark background or dark on a light background. The circle symbol shall contrast with the door, ei ther light on a dark background or dark on a light background. [§11B-703.7.2.6.3 CBC]
RESPONSE:__________________________________________________ __________________________

9. [§11B-604 CBC] Water Closets and Toilet Compartments:
d. Water closet shall be positioned with a wall or partition to the rear and to one side. [§11B-604.2 CBC]
RESPONSE:___________________________________________________________________ e. The centerline of the water closet shall be 17” minimum to 18” maximum from the side wall or partition, except that the water closet shall be 17” minimum to 19” maximum from the side wall or partition in ambulatory accessible toilet compartments. Water closets shall be arranged for a left or right handed approach. [§11B-604.2 CBC]
RESPONSE:___________________________________________________________________ f. Clearance around a water closet shall be 60” minimum measured perpendicular from the side wall and 56” minimum measured perpendicular from the rear wall. A minimum 60” wide and 48” deep

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91 TECHNICAL PROPOSAL
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maneuvering space shall be provided in front of the water closet. [§11B-604.3 CBC] RESPONSE:___________________________________________________________________ g. The seat height of a water closet above the finish floor shall be 17” minimum and 19” maximum measured to the top of the seat. Seats shall not be sprung to return to a lifted position. Seat shall be 2” high maximum, except that 3" seats shall be permitted only in alterations where the existing fixture is less than 15" high. [§11B-604.4 CBC]
RESPONSE:___________________________________________________________________ h. Water closet flush controls shall be hand operated or automatic. Flush controls shall comply with operable parts requirement except that they be located 44" maximum above the floor. Flush controls shall be located on the open side of the water closet except for ambulatory accessible. [§11B-604.6 CBC]
RESPONSE:___________________________________________________________________ i. A side-wall grab bar shall be provided and shall be located on the wall closest to the water closet.

In addition, a rear-wall grab bar shall be provided. Where separate grab bars are required on adjacent walls at a common mounting height, an L-shaped grab bar meeting the dimensional requirements for side-wall and rear-wall grab bars shall be permitted. [§11B-604.5 CBC] RESPONSE:___________________________________________________________________ j. The side-wall grab bar shall be 42” long minimum, located 12” maximum for the rear wall and extending 54” minimum from the rear wall with the front end positioned 24” minimum in front of the water closet. The rear-wall grab bar shall be 36” long minimum and extend from the center line 12” minimum on one side and 24” minimum on the other. [§11B-604.5.1 CBC] RESPONSE:___________________________________________________________________

10. Where dining and work surfaces are provided, at least 5 percent of the seating and standing spaces shall comply with an accessible clear space, and a dining/work surface top height of 28” minimum and 34” height maximum above the finish floor or ground. [§11B-226.1 CBC] RESPONSE:__________________________________________________ __________________________

11. Curb ramps and blended transitions shall have detectable warnings. Detectable warnings shall extend 36” in the direction of travel. Detectable warnings shall extend the full width of the ra mp excluding any flared sides.

Detectable warnings shall consist of raised truncated domes. Truncated domes shall have a base diameter of

0.9" minimum and 0.92” maximum, a top diameter of 0.45" minimum and 0.48 maximum, and a height of

0.18 minimum and 0.22 maximum, a center-to-center spacing of nominal 2.3" minimum and 2.4” maximum and a base-to-base spacing of 0.65” minimum, measured between the most adjacent domes on a square grid.

The detectable warning shall contrast visually with adjacent walking surfaces, either light on dark or dark on light. The material used to provide contrast shall be an integral part of the surface. Warning surfaces shall differ from adjoining walking surfaces in resiliency or sound on cane contact. [§11B -406.5.12 CBC] RESPONSE:________________________________________________________________________ ____

Client Response:

ENERGY COMMENTS - MORTEZA BEHESHTI, P.E., [email protected]

12. Provide a complete Mechanical, Electrical and Plumbing fixtures energy design detailing compliance with the Mandatory Measures and either the Performance or Prescriptive Methods of compliance.

RESPONSE:_____________________________________________________ _______________________

13. A complete energy plan check will be performed after completed and/or the corrected energy design has been provided.

RESPONSE:__________________________________________________ __________________________

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92 TECHNICAL PROPOSAL
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14. For the lighting design provide Local lighting control, Multi-level Control, Shut-Off Control, Daylighting Control. ES 130.1
RESPONSE:__________________________________________________ __________________________

15. Each floor, each space (not exceeding 5,000 square feet), and each type (general, display, and ornamental) of lighting shall be individually capable of being automatically shut-off when the building is unoccupied.

Include the control design. Automatic time switch control requires a 2 hour override. ES 130. 1(c) RESPONSE:__________________________________________________ __________________________

16. Occupancy controls are required to shut off all lighting. ES 130.1(c)5 RESPONSE:____________________________________________________________________________

Client Response:

ELECTRICAL COMMENTS - MORTEZA BEHESHTI, P.E., [email protected]

17. The licensed professional to stamp and sign all plans per the California Business and Professions Code.

RESPONSE:___________________________________________________________________________

18. Please provide completed electrical plans for the proposed changes for review. Include existing equipment and new proposed changes to demonstrate compliance with the electrical code. I.e., egress lighting, hood design electrical design and Ansul and other interlock systems requirements.

RESPONSE:__________________________________________________ _________________________

19. Provide existing single line diagram ifintroducing a new panel. Include the following information:
a. Number of meters.
b. Service electrical description: (amperes, phase and voltage). c. Feeder overcurrent device and conductor sizing.
d. Specify the Utility fault current available at the service equipment. e. For fault current mitigation, describe the electrical distribution equipment design as “engineered”, “fully rated” or “series rated”. Include the AIC specification rating of overcurrent devices throughout the system.

RESPONSE:___________________________________________________________________

20. For buildings that require two or more exits, emergency illumination is required to be installed at exterior exit door landings and/or vestibules. Please provide. CBC 1008.3.2 RESPONSE:__________________________________________________ _________________________

21. Ground fault circuit protection is required for commercial kitchens per CEC 210.8.

RESPONSE:__________________________________________________ _________________________

Client Response:

MECHANICAL COMMENTS - MORTEZA BEHESHTI, P.E., [email protected]

22. The licensed professional to stamp and sign all plans per the California Business and Professions Code.

RESPONSE:__________________________________________________ _________________________

23. Provide Health department Approvals for Review.

RESPONSE:__________________________________________________ _________________________

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93 TECHNICAL PROPOSAL
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24. Include the following information for the existing HVAC requirements: Interior spaces intended for human occupancy shall be provided with active or passive space-heating systems capable of maintaining a minimum 68 degrees Fahrenheit at a level 3’ off of the floor. Show basis for compliance. CBC 1204.1 RESPONSE:__________________________________________________ _________________________

25. Ensure the required smoke detection in the supply air duct of an “air-moving system” to shut-off of equipment for smoke control is provided. CMC Section 608.1 RESPONSE:__________________________________________________ _________________________

26. Electrical outlets are required to be installed within 25’ of mechanical equipment. Please include outlet locations, the receptacle specifications (GFCI & weather-resistant), and the extra duty cover specification.

CMC 303.8.5 & CEC 210.63
RESPONSE:___________________________________________________________________________

27. Provide the Kitchen exhaust and make-up air design for the kitchen Hood. See more comments regarding the new hood system below.

RESPONSE:_________________________________________________________________ __________

28. The ventilation air supply shall be sufficient to provide make-up air for exhaust systems. Provide an air balance schedule and specify all exhaust and make-up air systems that are required to be electrically interlocked. CMC 505.3
RESPONSE:__________________________________________________ _________________________

29. Environmental exhaust duct terminations may be no closer than 3’ from a property line or 3’ from openings back into the building. Revise the duct layout or clearly note on the plans that the exhaust termination will be no closer than 3’ to the window. CMC 502.2.1
RESPONSE:__________________________________________________ _________________________

30. Product conveying exhaust terminations may be no less than 10’ above grade, to the property line, or from openings back into the building or 3’ from an exterior wall or roof. CMC 502.2.2 RESPONSE:__________________________________________________ _________________________

31. Provide complete kitchen hood plans, details, CAPTIVR AIR designs and calculations to show compliance with CMC, Chapter 5, Part II:
a. Provide exhaust sizing calculations for kitchen hoods. CMC 508.10.1.1 b. Show the required replacement air for each kitchen hood. Include an air balance schedule. CM C 511.3
c. Provide grease duct air velocity calculations. (Minimum 500 fpm, Maximum 2,500 fpm) CMC 511.2. d. If not installed interior of an enclosure, then provide a section detail for the hood showing the relative dimensioned locations for the hood, duct, ceiling, and overhead construction framing of the floor or ceiling detailing minimum clearances. Be sure to describe the construction materials (combustible, limited combustible or non-combustible) used adjacent to the hood and duct. CMC 507.3 e. Describe the wall construction behind the hood on provided details. If combustible, provide the hood installation instructions allowing installation adjacent to combustibles or include detailing of the clearance reduction design on the plans themselves. CMC 507.4 f. A duct shaft is required in all multistory buildings and in (1 story buildings with rated roof/ceiling assemblies). Provide a shaft design complying with CMC 510.7 g. The duct shaft size exceeds the building framing spacing. Revise the duct and shaft size or detail the modifications necessary to the building framing.
h. Detail the slope (1/4”/foot/minimum) on the horizontal grease duct back towards the hood. CMC 510.1.3

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i. Detail the kitchen hood duct termination clearances as per CMC 510.9 (Type I) or CMC 510.10 (Type II).

RESPONSE:______________________________________________ _________________________

32. Show the required cleanouts CMC 510.3.3) for the grease duct:
a. At changes in direction and
b. Horizontal ducts require at least one 20” X 20” opening for personnel entry. Note: If access sizing (20” X 20”) is not possible, cleanouts are required to be installed every 12’. c. If the duct is not accessible from a 10’ stepladder, a platform is required. Please detail. CMC 510.3.3.2
d. Vertical ducts require an access at the top or, if personnel entry is not possible, a cleanout at each floor level.

RESPONSE:___________________________________________________________________

33. Deep fat fryers must be installed no closer than 16” from the fryer to surface flames from an adjacent appliance. CMC 515.1.1.3.

RESPONSE:__________________________________________________ _________________________

34. When relocating or installing new ductwork specify compliance with CMC 603.4.1 for length limitations for factory made flexible air ducts (5’) and use (not to be used for rigid elbows or fittings).

RESPONSE:__________________________________________________ _________________________

35. ANSUL system has not be specified or designed. Please provide completed fire protection and integration with fire alarm system(s) for review.

RESPONSE:__________________________________________________ _________________________

Client Response:

PLUMBING COMMENTS – MORTEZA BEHESHTI, P.E., [email protected]

36. The licensed professional to stamp and sign all plans per the California Business and Professions Code.

RESPONSE:__________________________________________________ _________________________

37. Provide Health department Approvals for Review.

RESPONSE:___________________________________________________________________________

38. Please complete the plumbing plans for review. The following comments are based per provided plans.

RESPONSE:___________________________________________________________________________

39. Indirect waste pipe for ice-making machines shall be not less than the drain on the unit and in no case less than 3⁄4 of an inch (20 mm). CPC 801.3.1
RESPONSE:__________________________________________________ _________________________

40. Please complete the waste and vent diagrams by including the pipe size(s) for Ice maker drain; the slope and direction of all pipes.

RESPONSE:__________________________________________________ _________________________

41. Provide a plumbing material schedule on the plans describing the following systems: Potable water piping, the drain, waste, and vent piping, gas piping, and the roof drains.

RESPONSE:__________________________________________________ _________________________

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42. Provide the site plumbing plans showing the locations of the gas and water meters, the site gas and water supply piping and the pipe sizing, cleanouts, routes, and slopes for both the sewer and storm drainage systems.

RESPONSE:___________________________________________________ ________________________

43. Please provide a commercial kitchen grease interceptor design for review. Provided detail to cut off the pie is unclear. Please correct and clarify design.

RESPONSE:__________________________________________________________ _________________

44. For backwater valve review, please show the upstream sewer manhole rim and finished floor elevations. CPC 710.0
RESPONSE:__________________________________________________ _________________________

45. Please include information or completed calculations and specification (and other venting details etc) for the Grease Interceptor.

RESPONSE:__________________________________________________ _________________________

46. Please include UL 197 listing information for the kitchen equipment shown.

RESPONSE:__________________________________________________ _________________________

47. If designing a combination waste and vent system: Detail the tailpiece connection, pipe sizing, and identify the limits of the combination waste and vent system. CPC 910.0 & Appendix “B”.

RESPONSE:__________________________________________________________ _________________

48. Detail how the floor drain trap seal is to be maintained. CPC 1007.0 RESPONSE:__________________________________________________ _________________________

49. Floors shall slope to the floor drain(s) location(s). Please detail on the architectural floor plans. CPC 418.5 RESPONSE:__________________________________________________ _________________________

50. Hot water is required for public use washing fixtures such as lavatories. Please provide or indicate existing design. CPC 601.2.

RESPONSE:__________________________________________________ _________________________

51. Show the required self closing or self closing metering faucets for the lavatories intended to serve the restaurant. CPC, Section 407.4.

RESPONSE:___________________________________________________________________________

52. Describe the method of compliance for temperature limitations for the following fixture types: (public use lavatories (limited to 110 degrees/ Energy Standards 110(c)3) and (bathtubs, bidets, and showers (120 degrees/CPC 408.3, 409.4).

RESPONSE:__________________________________________________ _________________________

53. Provide gas line plans and calculations showing gas demands, pipe lengths, and pipe sizing. CPC 121 6.0 RESPONSE:__________________________________________________ _________________________

54. Detail the gas regulator requirements: An accessible shut-off valve installed prior to the regulator and vented to the exterior. CPC 1208.7.5(1) & 1210.11
RESPONSE:__________________________________________________ _________________________

55. Include the gas piping sediment trap installed downstream of the appliance shutoff valve as close to the inlet of the appliance as practical. Exceptions: Appliances with an internal sediment trap,(or) ranges, clothes

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dryers, gas fireplaces, and outdoor grilles. CPC 1212.8.

RESPONSE:__________________________________________________ _________________________

56. Provide the following information concerning the water heater:
a. Show water heater type, size, and location on plans. CPC 501.0 b. Show that water heater is adequately braced to resist seismic forces. Provide two straps. One strap at top 1/3 of the tank and one strap at bottom 1/3 of the tank. CPC 507.2 c. Show P & T valve on water heater and detail the drain routing to the exterior. It may not be installed upwards from the valve. CPC 608.5
d. Detail the requirements for the attic installation of water heaters: access opening sizing, passageway description (available height, maximum length and minimum width, walkway material type, platform sizing, the light and receptacle placement, and the overflow protection. CPC 507.4 & 508.4 e. Provide combustion air design: Show opening sizes and routing of ducts. CPC 506.0 f. Detail the water heater vent installation: Size, routing, slope, and termination location (Minimum 8’ from vertical surfaces). CPC 509.0
g. Gravity vent water heaters may not be installed in the same area with air moving equipment (clothes dryers). Please address.

RESPONSE:_________________________________________________ ______________________

Client Response:

STRUCTURAL COMMENTS – CHARLES RUIZ, [email protected]

57. Please provide calculations for new hood anchorage.

RESPONSE:___________________________________________________________________________

Client Response:

END OF COMMENTS

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97 TECHNICAL PROPOSAL
City of Malibu Permit # CC 25-0015_0026
June 16, 2025 BVNA# 26854970

Project Description: New SFR with Subterranean Garage, Basement, Pool/spa foundation walls, site walls, new pool/spa inside edge, landscape, vehicular gate/pilasters, water features, new 600 amp, ejector sum pump/foundation pumps, elevator, xerexes 6000 gallon below groun pool Project Address: 20741 Las Flores Mesa Dr
Application/ Permit #: CC 25-0015_0026

Occupancy: R3/U
Type of Construction: VB
Sprinklers: Yes
Stories:

Floor Area (s.f.):

Fire Hazard Severity Zone/ WUI: Yes
Flood Zone: -
Fire Alarm: -

Bureau Veritas has completed the first plan review of the below listed documents on behalf of the City of Malibu Building & Safety Department:

GENERAL INSTRUCTIONS

• This plan review has been provided to verify conformance of the minimum requirements of codes and ordinances adopted by the City of Malibu. Codes in effect for this project include:

Building Code (Title 26), Electrical Code (Title 27), Plumbing Code (Title 28), Mechanical Code (Title 29), Residential Code (Title 30), Green Building Standards Code (Title 31), Existing Building Code (Title 33) of the 2023 Los Angeles County Code, adopting the 2022 edition of Title 24 of the California Code of Regulations. Par t 6 of Title 24 of the California Code of Regulations has been adopted as the Energy Code for the City. • Before approval for code compliance or issuance of a building permit, the documents included for construction require the information, revisions, and comments indicated on the following pages. The approval of plans and specifications does not permit the violation of any section of the building code, ordinance, or law.
• Respond individually to each correction item provided on this list. Space has been provided below each comment for your responses. Corrections that do not include a response will remain on this list pending applicant response.
• If red marks are provided with this correction list, responses shall be included in a distinguishable color adjacent to the red mark. Please resubmit all red-marked plans along with the revised plans upon the following submittal to the City. • Cloud all changes made to the revised plans upon each subsequent plan submittal in order to expedite the plan review.
• Notify staff of any significant changes made to the plans that are not a direct result of the correction items provided below.

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June 16, 2025 BVNA# 26854970

IN ORDER TO PROCESS THIS PLAN REVIEW PLEASE PROVIDE THE NAME AND

PHONE NUMBER OF THE INDIVIDUAL WHO PREPARED THESE PLAN REVIEW

RESPONSES
NAME: _____________________________________ PHONE: ____________________

Please provide ONE full COMPLETE electronic submittal, with supporting documentation, and answers to ALL comments listed in the comment section and submit to:

City of Malibu, 23825 Stuart Ranch Road, Malibu, CA 90265

Respectfully Submitted,

Architectural/Structural:

Joe Medina, M.S. | [email protected] | 626.325.9800

Grading/ Landscape/ Irrigation:

Abteen Shirehjini, MSSE, PE | [email protected] | 213.459.0954

Please write the sheet number, detail number, and/or location indicating where the comment is located. Please be specific as to where comment items have been addressed so that recheck may be expedited. To aid in the plan review process—please indicate in the space adjacent to each comment or on a separate sheet, the sheet and the exact location on the sheet where corrections have been made (e.g., Detail S of Sheet 3). Please “cloud” and/or “delta” all revisions made on plans due to this comment list as well as any other design changes.

JURISDICTIONAL COMMENTS

1. Provide a statement on the title sheet of the plans stating that this project shall comply with: Building Code (Title 26), Electrical Code (Title 27), Plumbing Code (Title 28), Mechanical Code (Title 29), Residential Code (Title 30), Green Building Standards Code (Title 31), Existing Building Code (Title 33) of the 2023 Los Angeles County Code, adopting the 2022 edition of Title 24 of the California Code of Regulations. Part 6 of Title 24 of the California Code of Regulations has been adopted as the Energy Code for the City. Update all notes on these plans to show compliance with latest adopted 2023 LA County Building Codes
RESPONSE:

2. All sheets of the plans and the first sheet of the calculations are required to be signed by the California licensed architect or engineer responsible for the plan preparation. Please include the California license number, seal, and the date the plans are signed. Section 5536.1, 6735 California Business and Profession Code. This comment will remain until final submittal.

RESPONSE:

3. Please provide the City of Malibu Type V sheets on plans.

RESPONSE:

4. Deferred submittals.
(Include in cover list)

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99 TECHNICAL PROPOSAL
City of Malibu Permit # CC 25-0015_0026
June 16, 2025 BVNA# 26854970

a. Fire sprinkler.

RESPONSE:

5. Separate submittal:
(Include in cover list)
a. PV system.

RESPONSE:

6. Energy Storage system required to be a separate permit. Please include it on the title sheet.

RESPONSE:

7. Provide Approved Fire department approval set showing Occupancy Type.

RESPONSE:

8. Remove the Not for Construction statement from plans.

RESPONSE:

9. Please include Linear feet of Site retaining walls that are being proposed on the scope of work
RESPONSE:

10. Please label proposed site walls on site plan to verify with permit description. Additional comments may apply.

RESPONSE:

11. Provide a Building Code Data Legend on the Title Sheet. [§ R106.1.1 CRC] Include the following code information for each building proposed:
a. Floor Area ____________________
b. APN # ____________________
RESPONSE:

12. Per site plan, a new 7,450 Gallon Microseptic tank is being proposed. Please provide any structural work if being done. Please provide the required documents and permits.

RESPONSE:

13. Per civil plan, 2 new 8,000 Gallon tanks are being proposed. Please provide any structural work if being done. Please provide the required documents and permits. Please Additionally, verify that tanks are rated for vehicular load.

RESPONSE:

14. A Xerexes 6000-gall underground pool overflow tank is being proposed per permit CC25- 0024. Please provide location, and any structural items related to the proposed item. Such as walls, foundation, connection, etc.

RESPONSE:

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TECHNICAL PROPOSAL
City of Malibu Permit # CC 25-0015_0026
June 16, 2025 BVNA# 26854970

ARCHITECTURAL COMMENTS

15. Finish grade around the structure/addition shall slope away from the foundation a minimum of 6” for a minimum distance of 10 feet. Include a note on the site plan or show on a foundation detail. [§R401.3 CRC]
RESPONSE:

16. Buildings shall be setback from slopes steeper than 3:1 in accordance with CRC R403.1.7.

Show building setbacks from slopes on the site plans where required. Show and specify height of slopes used to determine the required setbacks on the plans. [Figure §R 403.1.7.1 CRC]
a. Show the setback distances from the top and toe of all slopes and the elevations of adjacent lots. Specify the height of the slope. b. Building foundations shall be located clear of the toe of all slopes by a minimum distance of ½ the height of the slope, but need not exceed 15 feet maximum.
c. Building foundations shall be located clear of the top of all slopes or retaining structures by a distance of 1/3 the height of the slope, but need not exceed 40 feet.

RESPONSE:

17. For sprinklered dwellings, openings between the garage and residence shall only need to be self-closing, self-latching. [§R302.5.1 CRC] Show for door 01B/01C RESPONSE:

18. Use minimum 26-gage metal ducts, where the wall or ceiling separating the garage from the dwelling is pierced by ducts. Ducts shall have no openings into the garage. [§R302.5.2 CRC]
RESPONSE:

19. Other penetrations between the dwelling and the garage shall comply with CRC Sec.

R302.11 Item 4. [§R302.5.3 CRC]
RESPONSE:

20. The garage shall be separated from the dwelling unit and its attic area by means of a minimum ½” gypboard applied to the garage/carports side. Show on the floor plan or on a section. [§R302.6 & Table R302.6 CRC]
RESPONSE:

21. Garages and/or carports beneath habitable rooms shall be separated from all habitable rooms above by not less than 5/8” type X gypboard. [Table R302.6 CRC] RESPONSE:

22. Please label separation item (not clear if it’s a wall) of garage to lounge, and lounge to gym. Are these windows? Walls?

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TECHNICAL PROPOSAL
City of Malibu Permit # CC 25-0015_0026
June 16, 2025 BVNA# 26854970

RESPONSE:

23. See previous comment. If glass is being proposed as separation of garage to lounge, note that this is not allowed per R302.5 CRC
RESPONSE:

24. Newly constructed one-family dwellings with attached private garages shall comply with EV infrastructure requirements in accordance with the California Building Standards Code, Chapter 4, Division 4.1. [§R309.8 CRC]
RESPONSE:

25. On window/door schedule, please be specific of which window will have safety glazing per section R308.4 CRC. Additional comments may apply after schedule revision RESPONSE:

26. For the window/door schedules, please show type on each corresponding item. Additional comments may apply.

RESPONSE:

27. For the window/door schedules, please show U factor and SHGC coordinating with energy report.

RESPONSE:

28. Please provide a note on plans that all glazing on showers will be tempered.

RESPONSE:

29. Please provide drainage method/ slope for terrace/balconies.

RESPONSE:

30. Provide 6” water feature construction detail. Show connections/waterproofing/construction material. Additional comments may apply
RESPONSE:

31. Please clarify Bedroom 212 door. Plans show that it leads to a flat roof. Is this roof? Or a terrace/balcony? Please clarify and revise plans.

Please note that this will be used as emergency egress.

RESPONSE:

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TECHNICAL PROPOSAL
City of Malibu Permit # CC 25-0015_0026
June 16, 2025 BVNA# 26854970

32. Basements shall have not less than one operable emergency escape and rescue opening.[310.1 CRC]
Emergency escape and rescue openings shall be maintained free of any obstructions other than those allowed by this section and shall be operational from the inside of the room without the use of keys, tools or special knowledge. Window opening control devices and fall prevention devices complying with ASTM F2090 shall be permitted for use on windows serving as a required emergency escape and rescue opening and shall be not more than 70 inches above the finished floor. The release mechanism shall be maintained operable at all times.

RESPONSE:

33. Provide landings at exterior doors equal to the width of the door and a length in the direction of travel equal to 36 inches. Slope of exterior landings shall not exceed ¼” per foot (2% slope). [§R311.3 CRC]
See red marks on plans.

RESPONSE:

34. Landings at doors other than the required egress door shall not be more than 7-3/4” below the top of the threshold. [§R311.3.2 CRC]
RESPONSE:

35. Provide light over stairs with switch top and bottom. [§R303.7 CRC] Provide for exterior stairs by study room leading to basement utility pool Exterior stairways shall be illuminated. [§R303.7, 8 CRC] RESPONSE:

36. Provide a minimum of 6 feet 8 inches clear above all portions of the stairs and landings. [§R311.7.2 CRC] This dimension is measured from a plane tangent to the stairway tread nosing.

Provide height for exterior stairs by study room leading to basement utility pool RESPONSE:

37. Provide landing dimensions for spiral staircase by Bath 211. See red mark on sheet A1 -

02. [§R311.7.6 CRC]
RESPONSE:

38. Stairway riser height shall not exceed 7.75 inches maximum and minimum run shall be 10 inches. [§R311.7.5 CRC]
Show for details on sheet A5-01 and A5-02
RESPONSE:

39. Detail stairway profile to comply with the requirements of CRC Sec. R311.5.

Provide for exterior stairways and steps
RESPONSE:

40. Please provide the following on stairways details for all type of stairs.

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City of Malibu Permit # CC 25-0015_0026
June 16, 2025 BVNA# 26854970

• Handrails shall be placed between 34 inches and 38 inches above the nosing of treads and landings. [§R311.7.8.1 CRC]
RESPONSE:
• The handgrip portion of the handrail shall be either Type I or Type II as described in CRC Sec. R311.7.8.5, or provide equivalent grasp ability.

RESPONSE:
• Space between handgrip and wall shall be not less than 1 ½ inches. [§R311.7.8.3 CRC]
RESPONSE:
• Spacing between intermediate rails of open handrails serving as required guards shall be less than 4 3/8 inches. [§R312.1.3 CRC Exception] RESPONSE:
• Handrails are required on at least one side of each continuous run of treads with four or more risers. Show stairway railing/handrail on the floor plan. [§R311.7.8 CRC] RESPONSE:
• Stairway handrails shall not project more than 4-1/2 inches on either side of the stairway. [§R311.7.8.2 CRC]
RESPONSE:
• Handrail ends shall be returned or shall terminate in newel posts or safety terminals. [§R311.7.8.4 CRC]
RESPONSE:

41. Provide plans and specifications for proposed spiral stairs. Show the rise, run, width, headroom, and handrails for stairs. Provide the listing information and manufacturer specification/installation sheets. Provide approved shop plans and verify shop is an approved fabricator by the Building Department. Detail all connections of stair to foundation, walls, decks, etc. Provide structural calculations for all connections. [§R311.7.10.1 CRC] Additional comments may apply.

RESPONSE:

42. The walking surface of treads and landings of stairways shall not be sloped greater than 1:48 (2% slope). [§R311.7.7 CRC]
RESPONSE:

43. SheetA1-03: Please see red marked item. Is this a skylight? Please clarify. If applicable, please provide ICC listing or similar of the proposed skylight.

RESPONSE:

44. Provide drain and overflow drain call outs on roof plans. It’s not clear where the location of the drains.

Applicable for lower roof/terraces if required.

RESPONSE:

45. [308.6.3 CRC] For fully tempered or heat-strengthened glass, a broken glass retention screen meeting the requirements of Section R308.6.7 shall be installed below the full area of the glass, except for fully tempered glass that meets Condition 1 or 2 listed in Section R308.6.5.

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TECHNICAL PROPOSAL
City of Malibu Permit # CC 25-0015_0026
June 16, 2025 BVNA# 26854970

RESPONSE:

46. Unvented attic assemblies must comply with CRC Sec. R806.5. Assembly details and specifications shall be provided on the plans to demonstrate compliance.

RESPONSE:

47. It appears that are some small attic areas per section sheet. Please clarify ventilation/access. [§R806.2 CRC]
RESPONSE:

48. Provide the following for the Steam/sauna/spa
o Manufacturer specifications/listing number on plans.
o Attachment details to wall/foundation/roof.

RESPONSE:

49. Please clarify and label if a fireplace is being proposed per detail IC4/A8-01.

Call out ICC Listing number, manufacturer’s name and model number for manufactured fireplace. [§R106.1.1CRC]
Additional comments may apply.

RESPONSE:

50. [§R314.3 CRC] Smoke alarms shall be installed and maintained at all of the following locations:
a. In each sleeping room. Primary bedroom 202 on sheet E-2.4 RESPONSE:

51. The smoke alarms shall be interconnected in such a manner that the activation of one alarm will activate all of the alarms in the individual unit. The alarm shall be clearly audible in all bedrooms over background noise levels with all intervening doors closed. [§R314.4 CRC]
Exception. Interconnection is not required in buildings that are not undergoing alterations, repairs or construction of any kind.

RESPONSE:

52. Carbon monoxide alarms shall receive their primary power from the building wiring where such wiring is served from a commercial source and shall be equipped with a battery backup. Wiring shall be permanent and without a disconnecting switch other than as required for overcurrent protection. [§R315.6 CRC]
RESPONSE:

53. Where more than one carbon monoxide alarm is required, the alarm shall be interconnected so that activation of one alarm activates all of the alarms in the individual unit. [§R315.5 CRC]
RESPONSE:

54. Note the requirements for carbon monoxide alarm/detection systems and installation on the plans. Carbon monoxide alarms shall be listed in accordance with UL 2034.

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TECHNICAL PROPOSAL
City of Malibu Permit # CC 25-0015_0026
June 16, 2025 BVNA# 26854970

Combination carbon monoxide and smoke alarms shall be listed in accordance with UL 2034 and UL 217. [§R315.1.1 CRC
RESPONSE:

55. At least one bathroom on the entry level shall be provided with reinforcement for grab bars, where there is no bathroom on the entry level, at least one bathroom on the second or third floor of the dwelling shall comply with CRC R327.1.1. Provide location and construction details showing compliance with this requirement.

RESPONSE:

56. Electrical receptacle outlets, switches and controls (including controls for heating, ventilation and air conditioning) intended to be used by occupants shall be located no more than 48 inches measured from the top of the outlet box and not less than 15 inches measured from the bottom of the outlet box above the finish floor. [§R327.1.2 CRC] See exceptions.

RESPONSE:

57. At least one bathroom and one bedroom on the entry level shall provide a doorway with a net clear opening of not less than 32 inches, measured with the door positioned at an angle of 90 degrees from the closed position; or, in the case of a two- or three-story single family dwelling, on the second or third floor of the dwelling if a bathroom or bedroom is not located on the entry level. [§R327.1.3 CRC] RESPONSE:

58. Doorbell buttons or controls, when installed, shall not exceed 48 inches above exterior floor or landing, measured from the top of the doorbell button assembly. Where doorbell buttons integrated with other features are required to be installed above 48 inches measured from the exterior floor or landing, a standard doorbell button or control shall also be provided at a height not exceeding 48 inches above exterior floor or landing, measured from the top of the doorbell button or control. [§R327.1.4 CRC] RESPONSE:

59. Please provide keynotes of exterior material on elevations to verify high fire hazard adequacy. What is being proposed? Stucco? Veneer? Etc.

RESPONSE:

60. Exterior wall covering shall be approved noncombustible material, ignition-resistant material (the ignition-resistant material shall be labeled for exterior use and shall meet the requirements of Section R337.4.2), fire-retardant-treated wood (the fire-retardant- treated wood shall be labeled for exterior use and shall meet the requirements of Section 2303.2 of the California Building Code). [§R337.7.3 CRC] Provide material proposed.

RESPONSE:

61. Roof gutters shall be provided with the means to prevent the accumulation of leaves and debris in the gutter. [§R337.5.4 CRC]
RESPONSE:

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TECHNICAL PROPOSAL
City of Malibu Permit # CC 25-0015_0026
June 16, 2025 BVNA# 26854970

62. The exposed roof deck on the underside of unenclosed roof eaves shall be approved noncombustible material, ignition-resistant material per section 704A.2, fire-retardant- treated wood labeled for exterior use and shall meet the requirements of Section 2303.2 of the California Building Code, materials approved for not less than 1-hour fire- resistance-rated construction on the exterior side per ASTM E119 or UL 263, one layer of 5/8” Type X gypsum board, or exterior portion of an approved one-hour wall assembly tested in accordance with ASTM E119 or UL 263. [§R337.7.5 CRC] Provide material proposed.

RESPONSE:

63. Exterior porch ceilings shall be approved noncombustible material, ignition-resistant material, fire-retardant-treated wood labeled for exterior use per section 2303.2 of the California Building Code, materials approved for not less than 1-hour fire resistance- rated construction on the exterior side in accordance with ASTM E119 or UL 263, one layer of 5/8” Type X gypsum board, the exterior portion of an approved one-hour rated exterior assembly, or have the horizontal underside meet the performance criteria of SFM 12-7A-3 or ASTM E2957. [§R337.7.7 CRC]
Provide material proposed.

RESPONSE:

64. Enclosed eaves and eave soffits shall be approved noncombustible material, ignition- resistant material labeled for exterior use and Section R337.4.2, fire-retardant-treated wood per 2303.2 of the Building Code, materials approved for not less than 1-hour fire resistance-rated construction on the exterior side in accordance with ASTM E119 or UL 263, one layer of 5/8” Type X gypsum board, exterior portion of a 1-hour fire resistive exterior assembly applied to the underside of the rafter tails or soffit, or have the horizontal underside meet the performance criteria of SFM 12-7A-3 or ASTM E2957. [§R337.7.6 CRC]
Provide material proposed.

RESPONSE:

65. Exposed underside of floor projections over an exterior wall shall be approved noncombustible material, ignition-resistant material, fire-retardant-treated wood labeled for exterior use per section 2303.2 of the California Building Code, materials approved for not less than 1-hour fire resistance-rated construction on the exterior side in accordance with ASTM E119 or UL 263, one layer of 5/8” Type X gypsum board, the exterior portion of an approved one-hour rated exterior assembly, or have the horizontal underside meet the performance criteria of SFM 12-7A-3 or ASTM E2957. [§R337.7.8 CRC]
Provide material proposed.

RESPONSE:

66. Exterior doors shall be of approved noncombustible construction or ignition-resistant material, solid core wood having stiles and rails not less than 1-3/8 inches thick with interior field panel thickness no less than 1-1/4 inches thick, shall have a fire-resistance rating of not less than 20 minutes when tested according to NFPA 252 or meet the requirements of SFM-7A-1. [§R337.8.3 CRC]

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TECHNICAL PROPOSAL
City of Malibu Permit # CC 25-0015_0026
June 16, 2025 BVNA# 26854970

Show on door schedule
RESPONSE:

67. Exterior windows and exterior glazed doors shall be multipane glazing with a minimum of one tempered pane, glass block units, have a fire resistance rating of 20 minutes when tested in accordance with NFPA 257, or meet the requirements of SFM 12-7A-2. [§R337.8.2.1 CRC]
Show on door schedule and window schedule.

RESPONSE:

68. Enclosed framing in exterior balconies and elevated walking surfaces that are exposed to rain, snow or drainage from irrigation shall be provided with openings that provide a net-free cross-ventilation area not less than 1/ 150 of the area of each separate space. [§R317.1.3 CRC]

69. Where balconies or other elevated walking surfaces are exposed to water from direct or blowing rain, snow or irrigation, and the structural framing is protected by an impervious moisture barrier, all elements of the impervious moisture barrier system shall not be concealed until inspected and approved. [§R109.1.5.3 CRC] RESPONSE:

70. Guardrails [§R312.1 CRC]
a. Shall be installed along open-sided walking surfaces, including stairs, ramps, and landings, that are located more than 30” above the floor or grade below at any point within 36” horizontally to the edge of the open side. [§R312.1.1 CRC] b. Shall have a height of not less than 42” measured vertically above the walking surface, or the line connecting the leading edges of the treads. Guards located on the open side of stairs may have a height not less than 34”. [§R312.1.2 CRC] c. Shall be detailed showing adequacy of connections to resist the live loads prescribed in CRC Table R301.5.
d. Openings between railings shall be less than 4”. The triangular opening formed by the riser, tread and bottom element of a guardrail at a stair shall be less than 6”. Guards on the open sides of stairs shall have openings less than 4-3/8”. [§R312.1.3 CRC]

Please label guardrails on plans and provide detailing.

RESPONSE:

71. Private residence elevators shall comply with ASME A17.1/CSA B44. [§R321.1 CRC] RESPONSE:

72. Provide manufacturer listing number and detailing of elevator proposed. Additional comments may apply.

RESPONSE:

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City of Malibu Permit # CC 25-0015_0026
June 16, 2025 BVNA# 26854970

73. Please note that multiple red marks are on the plans. See all red marks on plans and provide responses.

RESPONSE:

POOL/SPA (Please note that this is applicable for each body of water proposed, exterior and interior)

74. Pools [§3109.4.4.2 CBC] Provide and comply with at least two (state law, Senate Bill No. 442) of the following drowning prevention safety features. https://dpw.lacounty.gov/bsd/lib/fp/Building/Building%20Code%20Manuals/2017/BCM% 203109.4.4%20A1%20Swimming%20Pools,%20Spas%20and%20Hot%20Tubs%20Enc losures%20and%20Safety%20Devices.pdf

a. A pool enclosure in accordance with Section 3109.4.4.3. b. Removable mesh pool fencing meeting ASTM Specifications F2286 standards and a gate that is self-closing and self-latching which can accommodate a key lockable device.
c. An approved safety pool cover meeting requirements of ASTM Specifications F1346-91.
d. Exit alarms on those doors providing direct access to the pool. e. Self-closing, self-latching device with a release mechanism placed no lower than 54 inches above the floor on doors providing direct access from the home to the swimming pool.
f. Swimming pool alarms that, when placed in pools, will sound upon detection of accidental or unauthorized entrance in the water meeting ASTM Standard F2208.

75. Show location of the security fence enclosing the pool. [§107.2 CBC] RESPONSE:

76. Clarify utility pool room on basement level. Is this for pool equipment? Additional comments may apply after clarification.

RESPONSE:

77. Provide note on plans for suction outlets to be equipped with antientrapment grates. [§3109.2 CBC]
RESPONSE:

78. Provide a hydrostatic relief valve. [§107.2 CBC]
RESPONSE:

79. Provide information on typical lap splice, standard hook, minimum development length details, etc. on the plans. [§107.2 CBC]
RESPONSE:

80. Show location of gas meter, water meter, draft hydrant, electrical panels, etc. on the site plan. [§107.2 CBC]

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TECHNICAL PROPOSAL
City of Malibu Permit # CC 25-0015_0026
June 16, 2025 BVNA# 26854970

RESPONSE:

81. Provide at least one GFCI receptacle located a minimum of 6 feet and not more than 20 feet from inside of the pool. [§ 680.22 CEC]
RESPONSE:

82. If applicable, for the proposed pool pedestrian gate, gate will be required to comply with enclosure requirements. Gate shall swing out, 3’ wide.

RESPONSE:

83. Provide location of proposed Sum pump and foundation pumps per permit CC25-0025.

RESPONSE:

84. Please label roofs on roof plan coordinating with structural. Label which ones are low roofs and trellises if applicable.

RESPONSE:

85. Clarify location of pool equipment on plans. Additional comments may apply.

RESPONSE:

GREEN BUILDING COMMENTS

86. For the proposed EV charging:
[4.106.4.1.1 CGBC] The service panel or subpanel circuit directory shall identify the overcurrent protective device for future EV charging as " EV CAPABLE". The raceway termination location shall be permanently and visibly marked as "EV CAPABLE".

RESPONSE:

ENERGY COMMENTS

87. Revise key note 6 on sheet M-2.1 to show correct kitchen hood CFM.

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TECHNICAL PROPOSAL
City of Malibu Permit # CC 25-0015_0026
June 16, 2025 BVNA# 26854970

In kitchen specify the local exhaust system vented to outdoors, the minimum exhaust rate shall follow table 150.0-G. At electric range add note on plan: no gas hook up at stove. (BEES 150(o), Exc. 5 to 150.2(a), & ASHRAE Std. 62.2). The minimum duct sizing shall comply with Table 150.0_H

Table 150.0-G:

RESPONSE:

88. Clearly show on a section or details the insulation and its R -value. [§R106.1 CRC] Additional comments may apply.

RESPONSE:

89. IAQ fan of 403 cfm required per energy report. Please provide location/amount on plans RESPONSE:

90. [CEnC Section §150.0 (t) -(v)] New construction shall comply with the following Electric Readiness requirements:
a. Heat pump space heater ready: if a natural gas or propane furnace is installed, add the following notes on plan [CEnC Section 150.0(t)]:
i. Install dedicated 240-volt, 30 amp branch circuit wiring within 3 ft from the furnace and accessible to the furnace with no obstructions. ii. Reserve space on the main electrical service panel to allow for the installation of a double pole circuit breaker for future furnace installation.
b. Electric cooktop ready: if a gas or propane cooktop serves individual dwelling units, add the following notes on plan [CEnC Section §150.0(u)] c. Install dedicated 240 -volt, 50 amp branch circuit wiring within 3 ft from the cooktop and accessible to the cooktop with no obstructions. d. Reserve space on the main electrical service panel to allow for the installation of a double pole circuit breaker for future cooktop installation. e. Electric clothes dryer ready: if a clothes dryer location has gas or propane plumbing, add the following notes on plan (CEnC Section 150.0 (v)):
f. Install dedicated 240 -volt, 30 amp branch circuit wiring within 3 ft from the clothes dryer and accessible to the clothes dryer with no obstructions.

Reserve space on the main electrical service panel to allow for the installation of a double pole circuit breaker for future clothes dryer installation.

RESPONSE:

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TECHNICAL PROPOSAL
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June 16, 2025 BVNA# 26854970

ELECTRICAL COMMENTS

91. Please verify new outdoor lighting meets Dark Sky requirements. Please specify the specific lighting with specifications on plans to verify Dark Sky requirements are met. See link for more information. https://www.malibucity.org/705/Dark-Sky-Ordinance RESPONSE:

MECHANICAL COMMENTS

92. Provide typical details of HVAC units placed in attic. [§304.4 CMC] Show the following on the plans for heating/cooling equipment installed in the attic:
a. Attic access a minimum of 22”x30” not over 20’ from the equipment. b. Unobstructed passageway 24” wide x 30” high with solid continuous flooring from the access to the equipment/control panel. The passageway shall be at least as large as the largest component of the appliance.
c. A level, unobstructed work platform not less than 30” square in front of the equipment with 30” headroom. [§304 CMC]
d. A 120V receptacle and a light near the equipment. The light switch shall be located at the attic access.

RESPONSE:

PLUMBING COMMENTS

93. The city requires a full set of Mechanical, Electrical, and Plumbing (MEP) plans for new single family residences and its accessory structures 3,000 square feet or greater in total floor area. General requirements for permit issuance are based on the 2023 Los Angeles County Code, adopting the 2022 edition of Title 24 of the California Code of Regulations.

The following list of requirements is not exhaustive. Additional information may be required upon plan review.
• Riser diagrams to be provided for structures greater than one story.

RESPONSE:

94. For the plumbing gas diagram on sheet P-1.1, please verify that spa/sauna/steam rooms are being counted if applicable.

RESPONSE:

95. Please revise water heater labeling on sheet P-1.1. One of the water heaters shall be WH2 (40 gall per energy report)
RESPONSE:

STRUCTURAL COMMENTS

96. CALCULATIONS AND PLANS ARE INCOMPLETE FOR THE PROPOSED WORK.

The correction list reflects only obvious deficiencies and in no way represents a complete correction list. A thorough plan check will be done upon receipt of complete plans and calculations. [§R106.1.1 CRC]
RESPONSE:

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112

TECHNICAL PROPOSAL
City of Malibu Permit # CC 25-0015_0026
June 16, 2025 BVNA# 26854970

97. Provide detail callouts on all framing and foundation plans. A thorough plan check will be done upon receipt of complete drawn plans. [§107.2 CBC] See examples on plans.

Please note that red marked call outs shown do not reflect all deficiencies. Multiple call outs are required.

RESPONSE:

98. E-tabs Gravity calculations do not show loading for each framing items to verify DL, LL, tributary widths, lengths, earthquake loads, overstrength, etc. Plan check for gravity cannot be performed without the listing items. Provide complete calculations to verify load adequacy. Additional comments may apply.

RESPONSE:

99. Please note that multiple beams are not being labeled and some not matching with calculations. Please coordinate with calculations [§107.2 CBC] RESPONSE:

100. Please provide TJI joists and J joists calculations. [§107.2 CBC] RESPONSE:

101. [§107.2 CBC] Provide calculations for the Basement retaining walls. Provide calculations for retrained and cantilevered.

Please be aware that surcharge from pool and water features may be required for some walls
RESPONSE:

102. [§107.2 CBC] Provide calculations for the Pool/spa retaining walls (interior and exterior pools)
RESPONSE:

103. [§107.2 CBC] Provide calculations for the Driveway leading to basement retaining walls.

RESPONSE:

104. [§107.2 CBC] Provide calculations for the Site Retaining walls.

RESPONSE:

105. It appears that per calculations (pg. 6 / 108), Ordinary moment frames and special reinforced concrete shear walls are being proposed. Please show location on plans and complete calculations. [§107.2 CBC] Additional comments may apply.

RESPONSE:

106. A 6000-gall underground tank is being proposed. Please provide any structural items related to the proposed item. Such as walls, foundation, etc. Please verify that tank is rated for Vehicular load is applicable
RESPONSE:

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TECHNICAL PROPOSAL
City of Malibu Permit # CC 25-0015_0026
June 16, 2025 BVNA# 26854970

107. Please complete the City of Malibu’s Structural Observation Form. Provide completed form on plans and please have the EOR mark which structural observations will be for the proposed work. [§107.2 CBC]
RESPONSE:

108. Structural calculations are required for post support and anchorage if the gate is swinging.

Security Gate [§107.2 CBC]
RESPONSE:

109. For the proposed security Gate, please provide complete structural plans. [§107.2 CBC]
RESPONSE:

110. Calculations are required for CMU/ concrete posts of any height. If applicable for gate[§107.2 CBC]
RESPONSE:

111. For roof / floor diaphragms, please show nailing on schedule. Currently legend does not show reference detail to verify nailing coordinating with structural calculations .

Additional comments may apply.

RESPONSE:

112. Please show shear walls on the roof plans showing shear transfer from roof to floors.

RESPONSE:

113. Please label and provide details of shear walls landing on basement retaining walls. [§107.2 CBC] Additional comments may apply.

RESPONSE:

114. Label size and provide details of all posts on foundation/floor plans . [§107.2 CBC]Additional comments may apply.

RESPONSE:

115. Sheet S2-02: Please provide second floor deck framing calculations showing load to verify adequacy of steel trellis loads landing on deck.

RESPONSE:

116. Show HSS trellis attachment to wood shear walls below.

RESPONSE:

117. Provide concrete columns calculations per detail provided. If not applicable, remove non applicable details. [§107.2 CBC]
RESPONSE:

118. S2-03 Clarify lateral system of HSS trellis roof cover. [§107.2 CBC]

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114

TECHNICAL PROPOSAL
City of Malibu Permit # CC 25-0015_0026
June 16, 2025 BVNA# 26854970

RESPONSE:

119. Provide Foundation /gravity calculations for the proposed spiral stairs . Show attachment for each floor.

RESPONSE:

120. Provide the following for the elevator
• Foundation pad calculations
• Hoist beam and gravity design
• Attachment for each floor.

RESPONSE:

121. Provide 6” water feature construction detail. [§107.2 CBC] Additional comments may apply
RESPONSE:

122. Provide reinforcement for all concrete slabs on F3 keynote on legend. Coordinate with calculations [§107.2 CBC]
RESPONSE:

123. Provide suspended slab detailing. Additional comments may apply.

RESPONSE:

124. Please coordinate slab thickness from plans with calculation design. [§107.2 CBC]

RESPONSE:

125. Typical pile and gradebeams details are being proposed. Please remove non applicable items. [§107.2 CBC]
RESPONSE:

126. Provide detailing of location where punching shear check was made. Per calculations. Additional reinforcement was provided. [§107.2 CBC] Provide detail call outs.

RESPONSE:

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TECHNICAL PROPOSAL
City of Malibu Permit # CC 25-0015_0026
June 16, 2025 BVNA# 26854970

127. Please note that foundation report provided is from 2021, using 2019 CBC code.

Please provide an addendum to show correct code cycle. [§107.2 CBC] Additional comments may apply.

RESPONSE:

128. On foundation notes on sheet S1-10, please include all soils report and addendums applicable for the project. [§107.2 CBC]
RESPONSE:

129. Provide stamped plans from the soils engineer confirming that the foundation plans, civil plans, retaining walls, slope setbacks, grading plans and specifications have been reviewed and that it has been determined that the recommendations in the soil report are properly incorporated in the plans. [§1803.6.5 CBC] RESPONSE:

130. Please note that multiple red marks are shown on plans. Revise all red marks and provide responses.

RESPONSE:

GRADING COMMENTS
131. All sheets of the plans are required to be signed by the California licensed engineer responsible for the plan preparation. Please include the California license number, seal, and the date the plans are signed. [§ 5536.1, 6735 California Business and Profe ssions Code] This comment will remain until final submittal.

RESPONSE:

132. C sheets: Remove note from title block, “FOR PLAN CHECK ONLY THESE DRAWINGS ARE NOT INTENDED FO CONSTRUCTION”. [§ 5536.1, 6735 California Business and Professions Code] This comment will remain until final submittal.

RESPONSE:

133. Grading Plans Signed by Soils / Geologist Engineers with note that plans have been reviewed and conforms to recommendations of soils engineer/geologic report. [§ J104.3 LACBC] This comment will remain until final submittal.

RESPONSE:

134. Provide soils report grading, excavation, drainage, and retaining wall subdrain recommendations on the grading plans. [§ J104.3 LACBC]
RESPONSE:

135. Provide supporting documents for cut/fill/over -excavation volumes. [§ 106 LACBC]
RESPONSE:

136. Sheet C1.0 `: Clarify geology/geotechnical report numbers and dates. [§ 106 LACBC]

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116

TECHNICAL PROPOSAL
City of Malibu Permit # CC 25-0015_0026
June 16, 2025 BVNA# 26854970

RESPONSE:

137. Sheet C1.0: Indicate the WDID number. [§ 106 LACBC] RESPONSE:

138. Sheet C1.0: Include the date for the coastal development permit note.

RESPONSE:

139. C sheets: Provide labeled 1-foot contours for slopes <10%. Provide labeled 5-foot contours for slopes >10%. [§ 106 LACBC]
RESPONSE:

140. [§ 106 LACBC] The following note shall be added to the grading plan:

RESPONSE:

141. Existing/proposed locations of the OWTS do not appear to coincide with the wastewater plans. Please revise grading plans. Identify the treatment tank, present/future seepage pits, and all lines of connection to the residence (indicate for reference only). [§ 106 LACBC]
RESPONSE:

142. Identify the limits of disturbance on the grading plans. [§ 106 LACBC] RESPONSE:

143. Identify the limits and depths of over -excavation on the grading plans. [§ 106 LACBC]
RESPONSE:

144. Include existing and proposed contour depictions in the legend. [§ 106 LACBC] RESPONSE:

145. Coordinate all grading section callouts with the applicable sheets they are located on. Identify soil types, R&Rs, and foundations on all grading sections. [§ 106 LACBC] RESPONSE:

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117

TECHNICAL PROPOSAL
City of Malibu Permit # CC 25-0015_0026
June 16, 2025 BVNA# 26854970

146. Identify minimum building foundation setbacks from descending slope surfaces on plan views and grading sections. Provide justifying setback calculations. [§ 1808.7.2 LACBC]
RESPONSE:

147. Identify minimum pool foundation setbacks from descending slope surfaces on plan views and grading sections. Provide justifying setback calculations. Provide a grading section for the longitudinal direction of the pool. [§ 1808.7.3 LACBC]

RESPONSE:

148. Detail A/C1.0: Indicate minimum keyway depth for benching. [§ J104.3 & J107.3 LACBC]
RESPONSE:

149. Retaining wall sub -drains and outlets do not appear to be clearly shown on the grading plan views. Please revise. [§ 106 LACBC]
RESPONSE:

150. Sheet C2.1: Indicate stormwater pipe actual slopes on the south side of the building. [§ 1101.2 LACPC]

RESPONSE:

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118

TECHNICAL PROPOSAL
City of Malibu Permit # CC 25-0015_0026
June 16, 2025 BVNA# 26854970

151. Sheet C2.1: Clarify slopes away from the building at the red marked locations per the image below. Provide minimum 2% slopes at impervious surfaces and minimum 5% slopes at pervious surfaces. Clarify drainage between the building and retaining wall. [§ 1808.4 LACBC]

RESPONSE:

152. Sheet C2.3: Detail 4/3.3 not found. Stormwater size not found. Please clarify. [§ 1101.2 LACPC]

RESPONSE:

153. Provide cleanouts for stormwater lines in accordance with LACPC Section 1101.13.

RESPONSE:

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TECHNICAL PROPOSAL
City of Malibu Permit # CC 25-0015_0026
June 16, 2025 BVNA# 26854970

154. Sheet C2.3: Define proposed drainage scheme around walls. Flows tributary to top of proposed retaining wall(s) must be conveyed around the wall(s) by a concrete swale or an approved drainage system. (i.e. inlet and pipe) Provide details of drainage system or swale. Show flow line elevations, swale, inlet, and outlet details. [§ 106 LACBC] Comment applies to retaining walls shown on the north side of the driveway.

RESPONSE:

155. Identify the locations of existing and proposed utilities, such as water, electrical, plumbing, mechanical, and sewer. Add note on grading plans/utility plans which labels the utilities are provided for reference only and separate permits may be required. [§ J104.2.3 LACBC]
RESPONSE:

156. Provide an erosion and sediment control plan. See the referenced sections and Public Works Conditions of Approval for minimum requirements. [§ J110.8.3 LACBC &

4.106 LACGBC] Additional comments may apply.

RESPONSE:

157. Include the following note on the grading plans:

RESPONSE:

158. Include the following note on the grading plans:

RESPONSE:

159. Provide the Storm Water Management Plan (SWMP) and hydrology and hydraulic study.

RESPONSE:

160. Provide the Water Quality Mitigation Plan (WQMP).

RESPONSE:

161. [§ J103.7.2 MBC] For projects where proposed grading involves more than 1,000 cubic yards, the property owner, or authorized agent, must post with the Building Official a grading permit security (bond).

See the following link for additional information:
https://www.malibucity.org/DocumentCenter/View/4365/Grading-Bond

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120

TECHNICAL PROPOSAL
City of Malibu Permit # CC 25-0015_0026
June 16, 2025 BVNA# 26854970

Grading Bond Instructions:
https://www.malibucity.org/DocumentCenter/View/202/Grading-Bond-Instructions RESPONSE:

LANDSCAPE AND IRRIGATION COMMENTS

162. Remove note “NOT FOR CONSTRUCTION” from landscape and irrigation sheets. [§ 5536.1, 6735 California Business and Professions Code] This comment will remain until final submittal.

RESPONSE:

163. Indicate manufacturer/model/size of reduced pressure backflow device(s). [§ 603.2 LACPC]
RESPONSE:

164. Provide detail callouts on plan views for details shown on sheets IR0.10 and IR0.20. [§ 106 LACBC]
RESPONSE:

165. Existing/proposed locations of the OWTS do not appear to coincide with the wastewater plans. Please coordinate plans. (indicate for reference only). [§ 106 LACBC] RESPONSE:

END OF COMMENTS

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121

TECHNICAL PROPOSAL
City of Agoura Hills AHJ Application/Permit #RES-2024-0560 7/23/2024 BVNA#23066560

Applicant Name: Edwin Navarrete Project Description: New Attached JADU Garage Conversion

Address: 3084 Camino Calandria, Thousand Oaks Project Address: 28655 Acacia Glen Street

Phone Number: 562-253-2264 Application/Permit #: RES-2023-0470

Applicant Email: [email protected]

Occupancy: R-3

Type of Construction: V-B

Sprinklers: No

Stories: 2

Floor Area (s.f.): Total: 4,005 Addition: 225

Fire Hazard Severity Zone/ WUI: Yes

Fire Alarm: N/A

Bureau Veritas has completed the first plan review of the below listed documents on behalf of the City of Agoura Hills Building & Safety Department:

GENERAL INSTRUCTIONS

1. This plan review has been made to verify conformance to minimum requirements of codes and ordinances adopted by the City of Agoura Hills. Codes in effect for this project include the 2022 editions of the California Building Code (CBC), California Green Building Code (CGBC), California Plumbing Code (CPC), California Mechanical Code (CMC), California Electrical Code (CEC), and California Energy Code (CEnC). The CBC is based on the 2021 editions of the International Building Code, which was published by the International Code Council. The CPC and CMC are based on the 2021 edition of the Uniform Plumbing and Mechanical Codes, respectively, which were published by IAPMO. The CEC is based on the 2020 edition of the National Electrical Code published by the National Fire Protection Association (NFPA).

Applicable code sections are referenced after each item in this list.

2. These plans and documents have been reviewed for compliance with the applicable code requirements of the jurisdiction. The stamping of these plans shall not be held to permit or be an approval of a violation of any applicable codes and/or standards nor relieve the owner, design professional of record or contractor of compliance with any applicable codes and/or standards. Plan review of documents does not authorize construction to proceed in violation of any federal, state, nor local regulation.

3. The review does not necessarily include errors and omissions. Complete compliance is the responsibility of the designer.

4. All comments shall be resolved on the plans prior to the recommendation to the governing body for approval.

5. The comments identified in other sections of this review require clarifications/corrections before this plan check can be completed.

6. For reference for explanations in the examiner’s comment sections, italic text refers to the initial submittals, bold text on second submittals, and underlined text on third submittals.

7. Please annotate your response in the areas on each comment, please see the comment section,

8. Submit a list showing any changes to the plan or previously submitted documents that are not the result of the plan check comments. Please “cloud” and/or “delta” all revisions made on plans due to this comment list as well as any other design changes.

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TECHNICAL PROPOSAL
City of Agoura Hills AHJ Application/Permit #RES-2024-0560 7/23/2024 BVNA#23066560

IN ORDER TO PROCESS THIS PLAN REVIEW PLEASE PROVIDE THE NAME AND

PHONE NUMBER OF THE INDIVIDUAL WHO PREPARED THESE PLAN REVIEW

RESPONSES
NAME: _____________________________________ PHONE: ____________________________

Please provide TWO full new physical sets of plans or ONE full COMPLETE electronic submittal, with supporting documentation, and answers to ALL comments listed in the comment section and submit to:

City of Agoura Hills, 30001 Ladyface Ct., Agoura Hills, CA 91301

Respectfully Submitted,

Glenn Kechejian, M.S.

Plan Check Engineer
250 N. Westlake Blvd., Suite 150, Westlake Village, CA 91362 [email protected]
(805) 230-2888

Please write the sheet number, detail number, and/or location indicating where the comment is located. Please be specific as to where comment items have been addressed so that recheck may be expedited. To aid in the plan review process—please indicate in the space adjacent to each comment or on a separate sheet, the sheet and the exact location on the sheet where corrections have been made (e.g., Detail S of Sheet 3). Please “cloud” and/or “delta” all revisions made on plans due to this comment list as well as any other design changes.

ARCHITECTURAL

GENERAL

1. Provide a statement on the title sheet of the plans that this project shall comply with Title 24 and 2022 California Residential Code (CRC), California Mechanical Code (CMC), California Plumbing Code (CPC), California Electrical Code (CEC), California Green Building Standards Code (CGBSC), and California Energy Code (CEnC).
[§ R106.1.1 CRC]
RESPONSE:___________________________________________________________________________

2. Provide an accurate sheet index on the front sheet of the plans. [§ R106.1.1 CRC] Sheets SD2.2, WSWH1, and WSWH2 are missing from index.

RESPONSE:___________________________________________________________________________

3. Obtain Fire Department approval for proposed addition. Please see link for information on where to submit plans to obtain approval from fire department.
https://epicla.lacounty.gov/energov_prod/SelfService/#/home RESPONSE:___________________________________________________________________________

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123

TECHNICAL PROPOSAL
City of Agoura Hills AHJ Application/Permit #RES-2024-0560 7/23/2024 BVNA#23066560

INTERIOR FLOOR, WALL, AND CEILING FINISH

4. Showers and walls above bathtubs with shower heads shall be finished with a nonabsorbent surface to a height not less than 6 feet above the floor. [§R307.2 CRC] RESPONSE:___________________________________________________________________________

GLASS AND GLAZING

5. [§R308.4 CRC] Show safety glazing in the following locations:
a. Glazing in swinging and sliding doors. Specify for new entrance door on door schedule.

RESPONSE:___________________________________________________________________

MEANS OF EGRESS

6. Provide landings at exterior doors equal to the width of the door and a length in the direction of travel equal to 36 inches. Slope of exterior landings shall not exceed ¼” per foot (2% slope). [§R311.3 CRC] Provide for new sliding door at first floor.

RESPONSE:___________________________________________________________________________

ROOF

7. A Class A roof covering is required. [§ R902.1 CRC] RESPONSE:___________________________________________________________________________

8. Show attic or enclosed rafter space ventilation calculations on the plans. Minimum vent area is 1/150 of attic area. This may be reduced to 1/300 of the attic area, provided 40-50% of vent area is located within 3 feet of the ridge or the highest point of the space with the balance at the eaves and, if located in Climate Zones 14 or 16, a Class I or II vapor retarder is installed on the warm-in-winter side of the attic insulation. [§R806.2 CRC] Provide for new addition. Eave vents are not permitted unless exceptions are met per section R337.6 CRC. See next comment if an unvented assembly is proposed instead.

RESPONSE:___________________________________________________________________________

9. Unvented attic or enclosed rafter space assemblies must comply with CRC Sec. R806.5. An example of an unvented assembly is spray foam insulation under roof sheathing in between rafters.

RESPONSE:___________________________________________________________________________

EXTERIOR WILDFIRE EXPOSURE

10. Where the roof profile allows a space between the roof covering and the roof decking, the spaces shall be constructed to prevent the intrusion of flames and embers, be firestopped with approved materials or have one layer of 72 pound mineral-surfaced nonperforated cap sheet complying with ASTM D3909 installed over the combustible decking. [§R337.5.2 CRC]
RESPONSE:___________________________________________________________________________

11. When provided, valley flashings shall be not less than 0.019-inch (No. 26 galvanized sheet gage) corrosion- resistant metal installed over a minimum 36-inch wide underlayment consisting of one layer of 72 pound mineral-surfaced nonperforated cap sheet complying with ASTM D3909 running the full length of the valley. [§R337.5.3 CRC]
RESPONSE:___________________________________________________________________________

12. Roof gutters shall be provided with the means to prevent the accumulation of leaves and debris in the gutter. [§R327.5.4]
RESPONSE:___________________________________________________________________________

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124

TECHNICAL PROPOSAL
City of Agoura Hills AHJ Application/Permit #RES-2024-0560 7/23/2024 BVNA#23066560

13. Roof and attic vents shall resist the intrusion of flame and embers into the attic area of the structure, or shall be protected by corrosion-resistant, noncombustible wire mesh with openings a minimum of 1/16-inch and shall not exceed 1/8-inch. [§R337.6.2 CRC]
RESPONSE:___________________________________________________________________________

14. Vents shall not be installed on the underside of eaves and cornices, unless the vents are approved to resist the intrusion of flame and embers, the attic space is sprinklered in accordance with CBC Sec. 903.3.1.1, or if the exterior wall and underside of the eave are of ignition resistant materials and the vents are located more than 12 feet from the ground or walking surface. [§R337.6 CRC] RESPONSE:___________________________________________________________________________

15. The exposed roof deck on the underside of unenclosed eaves shall be approved noncombustible material, ignition-resistant material, one layer of 5/8” Type X gypsum board, or exterior portion of an approved one- hour wall assembly. [§R337.7.4 CRC] See exceptions to this sections for other alternatives. Provide details.

RESPONSE:___________________________________________________________________________

16. Exterior windows and exterior glazed doors shall be multipane glazing with a minimum of one tempered pane, glass block units, have a fire resistance rating of 20 minutes when tested in accordance with NFPA 257, or meet the requirements of SFM 12-7A-2. [§R337.8.2.1 CRC] RESPONSE:___________________________________________________________________________

17. Exterior porch ceilings shall be approved noncombustible material, ignition-resistant material, one layer of 5/8” Type X gypsum board, the exterior portion of an approved one-hour wall assembly, or have the horizontal underside meet the performance criteria of SFM 12-7A-3 or ASTM E2957. [§R337.7.6 CRC] It appears some structural modifications are being done to existing deck/patio cover. Please verify this code section is met. Provide details. Additional comments may apply.

RESPONSE:___________________________________________________________________________

MISCELLANEOUS

18. Show water-resistive barrier at exterior walls per CRC Sec. R703.2. Provide detail of new exterior wall.

RESPONSE:___________________________________________________________________________

19. A corrosion-resistant weep screed is required below the stucco a minimum 4”/2” above grade/slab. [§R703.7.2.1 CRC]
RESPONSE:___________________________________________________________________________

PLUMBING

20. Show the location of the existing water heater on the floor plans. [§R106.1 CRC] RESPONSE:___________________________________________________________________________

MECHANICAL

21. Show the location of the forced air unit (F.A.U.) and return air grill on the floor plan. [§R106.1 CRC] RESPONSE:___________________________________________________________________________

22. Indicate how the addition is going to be heated. Show the location of new and existing heating units on the floor plans. If the existing system is to be used, show the location of the proposed registers. [§R106.1 CRC]
RESPONSE:___________________________________________________________________________

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125

TECHNICAL PROPOSAL
City of Agoura Hills AHJ Application/Permit #RES-2024-0560 7/23/2024 BVNA#23066560

ELECTRICAL

23. Show on the floor plan or on a separate electrical plan the location of electrical receptacles and lighting fixtures. Generally, receptacles are to be located in a wall every 12 linear feet so that a fixture will not be more than 6 feet from any receptacle. [§210.52 (C)(1) CEC] Show location of existing receptacles in master bedroom to verify this code section is met.

RESPONSE:___________________________________________________________________________

ENERGY

24. Energy report specifies 0 square feet for additional conditioned floor area, which is not accurate. Please revise energy report to include the 225 square feet addition. Additional comments may apply.

25. The insulation shown on the plans does not match the insulation called for in the energy package. [§R106.1.1 CRC] Sheet A-11 specifies R-13 insulation for new roof area. Please coordinate with energy report, which specifies R-30.

RESPONSE:___________________________________________________________________________

26. Each bathroom that contains a bathtub, shower or similar source of moisture shall have an exhaust fan ducted to the outside with a minimum ventilation rate of 50 cfm. The ducting shall be sized according to ASHRAE Standard 62.2 Table 7.1. [§150(o) CEnC] Provide additional exhaust fan in master bath where shower and tub are located.

RESPONSE:___________________________________________________________________________

STRUCTURAL

27. Verify existing roof rafter will be able to support new loads from California framing. Please specify size of existing rafters on plans and provide calculations.

RESPONSE:___________________________________________________________________

28. Provide detail to clarify diaphragm nailing attachment to new steel beam. Additional comments may apply.

RESPONSE:___________________________________________________________________________

29. Collector members (drag struts) shall be designed and detailed to transmit tension and compression forces to lateral resisting elements [§12.10.2 ASCE 7] Provide drag straps at red marked locations.

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126

TECHNICAL PROPOSAL
City of Agoura Hills AHJ Application/Permit #RES-2024-0560 7/23/2024 BVNA#23066560

RESPONSE:___________________________________________________________________

30. Please submit Geotechnical Reports Questionnaire to verify all requirements are met for not providing a soils report. See link below.
https://www.agourahillscity.org/home/showpublisheddocument/29354/638376212840630000 RESPONSE:___________________________________________________________________

END OF COMMENTS

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127

TECHNICAL PROPOSAL

STRENGTH AND STABILITY OF BV
BV provides full service building administration including plan review, inspection, and code compliance services for numerous agencies. We offer services which range from reviewing a single, complex, or unique project to handling all plan review needs for the City. The firm’s personnel are dedicated to providing the highest level of customer service and ensuring all work is in conformance with the requirements of the City and all other applicable codes.

Resources can be adjusted on fast-track projects, as needed, to meet demanding schedules. Personnel assigned to Cityyprojects are available to attend meetings at the City to address questions or discuss issueswith the City staff, design team, and/or construction team which may arise on a project and provide guidance for City staff, applicants, designers, and contractors. Consistency, responsiveness, efficiency, and a positive attitude are key components of the firm’s approach.

As an ISO 9001 certified firm, BV undergoes systematic, independent audits of its management systems to meet rigorous objectives and provide continuous improvement in key areas. The firm consistently incorporates proven best practices and protocols as part of its quality management system to meet and exceed ever-increasing customer requirements. These tools include implementation of an established quality assurance/quality control program using the BV CARE program for the intake, tracking, and review of plans to enhance quality and streamline processing/ approval; electronic plan check to expedite turnaround times which save time and money; and the utilization of web-based document control system which fosters collaboration, 24/7 access to documents and reports, and enhances overall communication.

BV relies on the management and technical excellence of its personnel and a proven QA/QC program. This assures the quality of all work performed under this contract meets Cityapproval. BV has developed and implemented corporate QA policies, consistent with all applicable federal and state regulatory requirements and standards, covering all aspects of project performance, technical quality, and peer review. These policies are implemented at each professional and technical level to provide a well-balanced, independent QA program, which assures the quality of reports, technical reviews, annuals and other documentation prepared by BV. This ensures the product is consistent with the established standards from the standpoint of quality, validity, and legal defensibility.

Identify Client Needs: BV actively listens and maintains sensitivity to unique issues, priorities, and organizational culture to work in partnership to assess diverse needs and special initiatives.

Strategic Planning: BV establishes a clear plan of action to institute priorities, identify stakeholders/processing agencies, formulate communication protocols, and align services with mutually-defined needs and objectives.

Concise Scoping/Implementation: BV assigns expertise which mirrors the clients’ needs and implements best practices to maintain project momentum.

Project Management: BV uses appropriate best practice tools to effectively and efficiently deliver the County’s assignment within budget and schedule. No matter what the need, the firm’s goal is to deliver integrity, impartiality, accountability, efficiency, quality, and transparency.

EXPERTISE

PLAN REVIEW METHODOLOGY
BV’s team will work cooperatively with the City of Palmdale’s internal departments and any and all other outside agencies having jurisdiction. The firm’s team will conduct reviews of any deferred submittals as outlined by the International Building Code or as stipulated on the project documents. The Plan Review team is also able to recommend approval of projects after substantial compliance with the applicable codes has been reached. BV will clearly report all comments to the design team and work with them to efficiently resolve them. Upon completion of the plan review process and when it has been determined all comments have been addressed in the plans, the firm shall issue a letter to the City recommending issuance of the respective permit(s).

BV’s proposed team familiarizes themselves with the requirements of a public agency before beginning a review. The firm has extensive public sector experience, which assures the public’s interests are fully protected. BV believes technical competence, while expected, is not enough. Experience and careful, thorough consideration of issues and impacts is needed in addition to the purely technical considerations. The firm has devoted a great deal of time and effort over the years to refining its approach and developing documentation to assist clients and train staff in understanding plan review procedures.

BV will work to ensure submittals are properly coordinated and tracked by following an established internal plan check coordination process in which each plan received for review is entered into the firm’s TMS database, processed, and returned on time to the City. BV’s plan tracking procedures are designed to track each submittal throughout the review process and maintain accurate and comprehensive records for each submittal. To accomplish this the firm will:
• Screen and log each application to assure they are
routed to all plan reviewers in a timely manner. The
log serves as a tracking device to assure turnaround
times and completeness of the review.
• Submittals are reviewed for compliance with all
relevant state and jurisdictional requirements.
• Plan reviews will be done in accordance with local, state,

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TECHNICAL PROPOSAL
and federal regulations with which local jurisdictions
are mandated to enforce as well as all codes and
ordinances in effect by adoption at the time of plan
review. Preliminary consultations will be provided
to the applicant upon request, to assist and guide
them in the design and plans preparation process.
• Information shown on each permit application is verified. • Provide a thorough Building (Structural), Mechanical, Plumbing, Electrical, and Fire (including sprinklers
and alarms) review of design drawings and details
for compliance with the Building Code architectural
provisions, including provisions for safety glazing, building security, and noise insulation performance standards.

Plan Review Management
BV assures that corrections are handled as quickly and as clearly as possible. Our goal is to help the applicant through the plan review process. All corrections are identified based on compliance with specified codes and regulations. Generally, corrections are identified in two ways. Notes are made on plans during electronic review or on hard copy plans if appropriate, and a correction sheet is generated, detailing what items need to be addressed before plans can be approved. The City shall approve the development of any customized correction sheets. Correction sheets for specific projects shall be forwarded to the City along with a cover memo containing at least the following:
• The date(s) plans were received and reviewed
• The date(s) the applicant was notified
of completed plan reviews
• The name and telephone number of the applicant
During the plan review process, BV is prepared to meet with the applicant or architect/engineer, City employees or consultants at any time. Telephone discussions, remote meetings using platforms such as Zoom or other online forums, or meetings at project sites are welcomed to assure any plan check issues are handled efficiently. We propose to meet at the Growth Management Department or at a particular project site. Our goal is to issue approved plans as quickly as possible but in full compliance with laws, codes, ordinances and regulations. Upon completion of the plan review, the following information package is prepared and logged as a minimum:
• Completed plan check documents including sign-offs
• Transmittal letter documenting any conditions
associated with issuance of a permit, if any
• Marked up plan review documents
• Two sets of approved building plans
• Backup documents and reports
• Documents provided in desired City format

INSPECTION METHODOLOGY
The BV team has a two-step approach to ensuring the delivery of high quality services. BV is subject to regular controls and audits by authorities and accreditation bodies to ensure that its procedures, the qualifications of its personnel and its management systems comply with the applicable standards, norms, references or regulations. To maintain the accreditations and certifications, quality assurance methods are built into every function of our service. Quality assurance is achieved through a number of systems and tools.
• Service goals for timeliness, quality and
professionalism are defined and tracked
• Training and education is required
• Random audits are performed
• Documented procedures are accessible,
monitored, and updated
• Utilization of North America Management System (NAMS) and Corrective Action Response System (CARSys)
One of the tools BV uses is NAMS. NAMS is a means to obtain BV’s objectives of quality excellence as prescribed by the BV business model. In order to achieve our goals, BV has implemented processes and procedures intended for application at all levels of the organization.

The management system has been implemented and maintained with the aim of satisfying our customer’s needs and expectations.

In order for NAMS to be effective, the policies and procedures are implemented, continuously monitored and updated.

The customer feedback is provided through a variety of avenues, examples include the use of a satisfaction survey or face-to-face/ on-site communication.

Once the customer feedback has been received, the management team then analyses, measures, and implements the improvements required for quality excellence. The cycle continues until needs and expectations have been satisfied.

BV also utilizes the CARSys Issues Tracking program. CARSys is an improvement tool, which provides a closed-loop process for the management of customer and internal concerns and corrective/ preventative actions that result from the concerns or issues. With the flexibility of CARSys, BV is able to Identify, Act, Implement and Verify issues.

STAFFING FLEXIBILITY & RESPONSIVENESS
Bureau Veritas understands that the City’s development workload fluctuates seasonally and cyclically. Our staffing model provides:

Peak Workload Management:
• Rapid deployment of additional certified plan checkers and building inspectors
• Access to 50+ licensed and certified professionals throughout California

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TECHNICAL PROPOSAL
• Expedited plan review services (7-day initial review, 4-day recheck vs. standard 10-day and 5-day)
• Same-day and next-day inspection response capability
Off-Peak Efficiency:
• Flexible scaling down of resources to reduce costs during slower periods
• Shared resources with other BV clients in the region
• No minimum staffing requirements that would burden the City during low-activity periods
Continuity & Backup:
• Backup staff coverage for vacations, absences, and
emergencies
• 24-hour emergency response capability for urgent inspection requests
• Cross-trained personnel to ensure no service interruption • Dedicated Project Manager (Salvador Gonzalez, C.B.O., CASp) as consistent point of contact

PERFORMANCE STANDARDS &

QUALITY ASSURANCE PROGRAM
BV associates all share the responsibility for continual improvement of the firm’s quality management process and believe the program, supported by the BV business model and its code of ethics, will ensure the continual delivery of high quality products and services to the City. In doing so, the firm will establish itself as the City’s preferred supplier in conformity assessment and certification services in the fields of quality assurance, health and safety, environment, and social responsibility (QHSE). BV’s quality management system provides the framework for continual improvement of its internal management processes and resources which will in turn add value for the City through the services offered and delivered. In addition, Our quality management system gives the company and the City the confidence that the provision of services and products will be delivered consistently to predetermined high standards worldwide.

Customer Service Philosophy
At Bureau Veritas, the firm’s #1 goal is to meet and exceed the service levels required from its municipal clients. BV’s commitment is to provide staff continuity, close communication, immediate accessibility to staff and information, implementation of best practices, and proactively solve issues not clearly identified in the code. BV fully believes in following a solution oriented philosophy and will proactively ensure exceptional customer service, balance development momentum with code compliance/processing
requirements and seamlessly serve as an extension of the City’s staff. The firm is keenly aware of the desire for high-quality customer service, timely reviews, reliability, responsiveness, and cost-effective solutions. BV’s commitment to providing accurate and appropriate solutions to its clients and its ability to quickly and efficiently meet the needs of the communities the firm serves makes BV an ideal partner for the City.

BV’s philosophy is to take a proactive approach in balancing the workforce with the development activity in order to achieve the City’s goals and serve its community to the very best of the firm’s abilities. Furthermore, the firm is committed to sharing best practices and lessons learned and working with applicants to correct code deficiencies and bring projects to a successful conclusion. To achieve a cohesive and seamless process, the firm has developed the following procedures. BV’s team of professionals are capable of providing the required services in an efficient manner in the best interest of the City and are familiar with the City’s processes and procedures and will provide successful, on-time, and on-budget project delivery.

Example - City of Newport Beach:

When tasked with reviewing plans for large-scale, mixed-use developments, BV faced challenges related to compliance with evolving state energy conservation requirements. By leveraging CALGreen-certified personnel and conducting joint training sessions with city staff, BV streamlined the review process, reducing project delays.

Example - City of Corona:

BV works closely with the City of Corona to ensure a high rate of compliance with the City’s plan check turnaround goals. BV has delivered a 99.4% rate for compliance with plan check due dates. Our team utilizes a web-based system to take in projects electronically. Plans are then reviewed within 24 hours and comments are returned to the applicants. This system assists the City in meeting the requirements of AB 2188 for fast turnaround of small solar energy projects.
“We truly appreciate BV always going above and beyond to help us out. We would be lost without you.”
— Megan Lathrop, Senior Building Permit Technician
City of Corona
“Everyone on the team has been so happy to have you with us.

Thank you for being a great example to the Building team. They are singing your praises.”
— Sheri Bermejo, Community Development Director
City of Monrovia
Accurate, Timely, and Responsive Plan Reviews
BV’s plan check process highlights the tools and techniques the firm will employ to deliver quality, accurate, timely, and responsive plan reviews:

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TECHNICAL PROPOSAL
Reliable and Responsive Service
The Project Manager through the firm’s CARE plan review and processing program, proactive communication, proven project management tools, and best practices will anticipate the City’s needs and quickly respond with accurate and detailed information every step of the way. The firm is available to meet with the City at its convenience to discuss procedures and projects to maintain momentum and schedule.

Efficiently Meet Turnaround Review Schedule and Maintain Development Momentum: A premium will be placed on BV
staff’s already well-grounded knowledge of the City’s processes and requirements to pro-actively facilitate communication and processing. The firm will work to ensure proven quality assurance and schedule control measures are implemented.

Maintain Accuracy and Cost Savings Through Proven Processes and Continuity: BV is able to provide integrated, standardized processes and innovative digital, web-based solutions at no additional cost. Utilized by seasoned staff members who have worked successfully on plan check projects, this helps ensure reviews are consistent, thorough, accurate, and done right the first time. The firm is able to customize its approach for the City based on its needs in order to deliver solutions with positive results.

Customized Check Lists and Tracking Logs: A key to maintaining close communication is the ability to give the stakeholders (including elected officials, City staff, businesses, property owners, and other members of the public) status updates on where projects are in the review process. BV will utilize customized check lists and tracking logs for the City according to its needs to ensure the successful delivery of services.

Budget Controls and Billing Related Quality Assurance - FLEX Budget control is achieved by closely monitoring work assignment labor and direct expenses. Work reports must be completed by each individual and the labor hours must be approved by the project manager before being charged to the City. Similarly, expense reports and other direct expenses must be approved by the project manager prior to entering the cost data system.

To ensure optimal administration of the main functionalities of contract management and the facilitation of billing related quality assurance BV utilizes FLEX. FLEX is a reference repository which is comprised of all billing and contractual information (invoices, work assignments, expenses, labor reports, project reports, etc.).

This advanced system assists BV in implementing and maintaining a number of budget and cost control processes which:
• Ensures data integrity and allows for a
flexible and secure billing process
• Enhances billing efficiency and productivity
• Minimizes revenue leakage by monitoring
its sources through control reports
FLEX ensures contract and budget control via standardized features and alignment of project information in real time. Additionally, the system is designed to promote contract follow up from project outset to closing which helps to establish and maintain optimal communication.

Project Management and Schedule Controls - Quickbase
Protrack
Work assignment schedules will be managed on several levels.

The project manager will maintain regular contact with the City manager to communicate the project status and progress on deliverables. In addition, an internal schedule including critical milestones and deliverable due dates will be established prior to initiating the task work. This allows ample time for editorial and technical review, changes, and assurance in schedule compliance.

In order to efficiently and effectively track project workflow BV employs Protrack, a quality assurance software solution created by Quickbase. This custom-built program was developed specifically to meet the needs of the firm and enhance its project management capabilities in service to its clients. Protrack monitors numerous pieces of project data in real time including, but not limited to, project schedule status, active projects by office, project type, number of active projects per client, weekly number of new projects initiated, and much more. The program’s dashboard allows users to generate reports which can provide an overall snapshot of BV’s current activities or can be filtered to present precise details regarding a specific project or client. The crucial information monitored in Protrack not only aids in maintaining schedules and project turnaround times but also gives the firm the capacity to make decisive course corrections which ensure deliverables of the highest caliber and complete customer satisfaction. Furthermore, Protrack is designed to work collaboratively with BV’s billing and invoicing software, FLEX, to enable the consistent completion of projects on-time and on-budget.

Training
As an ICC-preferred provider, Bureau Veritas stands at the forefront of the building construction and safety industry, embodying the principles and goals set forth by the ICC Preferred Provider Program. Recognizing the complexity of the industry and the diverse expertise required, ICC forged partnerships with reputable training providers, enabling the delivery of comprehensive training in various fields such as science, technology, construction materials, legal, management, and more. The program aims to create an easily accessible network of extensive training opportunities, offering quality education on specialty topics and building products

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TECHNICAL PROPOSAL
beyond ICC’s core programs. Bureau Veritas benefits from this program by connecting with ICC’s vast membership base, exposing its services to a broad audience, and participating in the ICC Chapter Education Benefit Program. Our commitment to training excellence aligns seamlessly with the program’s objectives, allowing us to provide valuable, diverse, and high quality education to industry professionals seeking to renew
their ICC credentials. BV can provide Code training for City staff including graphic handout materials upon request.

CLIENT REFERENCES - EXHIBIT G
BV is providing the attached Exhibit G: Client References with the proposal per the notice of request for proposals as-needed plan check services, community development technician services, building inspections and building official services from the City of Palmdale, solicitation number: RFP No. 26-001-6110.

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TECHNICAL PROPOSAL

CLIENT REFERENCES
Exhibit G
The following is a list of four (4) references that most closely reflect similar projects to the scope of services/work of the City of Palmdale within the past three (3) years. References will be asked to complete a questionnaire and asked to return it to the Purchasing Division directly by a designated date and time .

It is the Respondent’s responsibility to ensure that Reference Contacts are willing to provide a reference.

To expedite the evaluation process the City requests accurate email and/or fax number information be provided.

Reference #1
Name of Organization:

Address:

Email Address: Fax:

Telephone: Contact Name:

Contact Title: Service Dates:

Project Manager: Bid No. (if applicable)
Summary of Project:

Project Cost:

Reference #2
Name of Organization:

Address:

Email Address: Fax:

Telephone: Contact Name:

Contact Title: Service Dates:

Project Manager: Bid No. (if applicable)
Summary of Project:

Project Cost:

County of Los Angeles
900 S. Fremont Avenue, Alhambra, CA 91803
[email protected] N/A
626.458.6385 Juan Madrigal, P.E.

Assistant Deputy Director, Superintendent of Building2003 - Present Trang Huynh, P.E., CBO N/A
BV provides providing inspection services and building and safety plan review.

These staff members have provided code consulting and training for the County’s structural, electrical, plumbing, and mechanical plan review sections.

Time and Materials
City of Rancho Cucamonga
10500 Civic Center Drive, Rancho Cucamonga, CA 91730
[email protected] N/A
916.851.8886 Mike Frasure
Building Official 2014 - Present
Trang Huynh, P.E., CBO N/A
BV provides building/fire plan review and inspection services for the City on an as-needed basis. Projects include single family residential, multi family residential, commercial tenant improvements, new commercial, additions, and others
Time and Materials

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TECHNICAL PROPOSAL

Reference #3
Name of Organization:

Address:

Email Address: Fax:

Telephone: Contact Name:

Contact Title: Service Dates:

Project Manager: Bid No. (if applicable)
Summary of Project:

Project Cost:

Reference #4
Name of Organization:

Address:

Email Address: Fax:

Telephone: Contact Name:

Contact Title: Service Dates:

Project Manager: Bid No. (if applicable)
Summary of Project:

Project Cost:

City of Corona
400 S. Vicentia Ave., Corona, CA 92882
[email protected] N/A
951.736.2250 Chris Milosevic
Building Official 2010 - Present
Trang Huynh, P.E., CBO N/A
BV provides building plan check, building inspection, and counter technician services for residential and commercial properties. We also provide on-site extension of staff as necessary. BV assists the City in providing plan review services for small residential solar energy projects.

Time and Materials
City of La Palma
7822 Walker Street, La Palma, CA 90623
[email protected] N/A
562.631.1955 Belinda Deines
Planning Manager 2022 - Present
Trang Huynh, P.E., CBO N/A
BV provides Building and Safety Services, including permit technician, building inspection, Building Official, and Plan Check services to the City since 2022. BV also serves as the on-call Building Official.

Time and Materials

ADDITIONAL INFORMATION

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ADDITIONAL INFORMATION

ADDITIONAL INFORMATION
Plan Review Turnaround TimesPlan Review Turnaround Times Initial Check (working days)
Recheck
(Working days)
Expedited Initial
Review
Expedited
Recheck
Commercial TI 7 5 5 3
Residential Addition and/or Accessory
Building 7 5 5 3
New Residential 7 5 5 3
New Commercial 10 7 7 5
Complex, large, or unusual project 10* 7* 7* 5*
Fire Prevention System 7* 5* 5* 3*
Civil/Grading Review 10* 7* 7* 5*
*Turnaround times for unusually complex or large projects can be negotiated. For other miscellaneous projects, BV will comply with the turnaround times set forth in the RFP .

Inspection Turnaround Times
• Provide inspections on the next day service when the requests come in before 4:00pm on the previous day. • BV inspector will provide inspections after the normal business hours and in the emergency situations or the needed weekend inspections, if needed.

TURNAROUND TIMES
At the City’s request, BV can provide plan review activities on a fast-track basis. Turnaround times for each submittal will relate to the size and nature of the project and its impact on the construction schedule. To reduce turnaround times for plan review, the firm can use electronic submittals, phased submittals, conference calling, and videoconferencing. The firm understands accuracy, efficiency, and integrity in all aspects of professional services are required. Testimony to its professional excellence is the fact it has provided services to many of its municipal clients since their incorporation. Because of the firm’s large pool of accessible resources it is able to assemble experienced personnel in order to help with project schedule recovery when necessary. BV’s team will maintain efficient turnaround times on all reviews as a key measurement of its performance for plan review services. Bureau Veritas commits to initial plan review completion within 14 calendar days of complete submittal, consistent with City requirements.

The plan review schedule presented below is representative of the review times associated with the type of construction the City can anticipate.

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ADDITIONAL INFORMATION

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CARE PROGRAM – A PROVEN, FORMALIZED
& INTEGRATED PLAN REVIEW PROCESS
The plan review process we follow for efficient completion of concurrent task management is shown in the flowchart on the next page and managed through our CARE Program, a formalized and integrated process whereby Coordination, Analytical, Review, and Expert management/quality control functions are consistently implemented on each and every project. We will implement a comprehensive program based on best practices to validate that each and every review is thorough, accurate, consistent, and timely. This system’s success is based on thousands of hours of practical, real-world experience by our dedicated personnel and their unique ability to interact quickly and efficiently with your staff. The specific roles of each of our CARE elements include:

Coordinator: Our clerical personnel will handle various administrative functions, such as logging information (project tracking, time budgeting), managing project controls, maintaining and distributing communications, reviewing agendas and
ordinance issues, and fielding calls on project status. The Coordinator is the first line of contact for each project submittal.

Analyst: Our analysts will review submittals, title sheets, and non- design items; maintain files; monitor due dates; monitor contract budget and status tracking reports; and coordinate invoicing. Our analysts also maximize and “right place” personnel resources to meet turnaround times in a quality manner. When assigning resubmittals to staff, our Analyst ensures consistency by passing the project to the same reviewer that performed the previous reviews. Reassignments are done when unforeseen circumstances dictate.

Reviewer: Our experienced building plan reviewers will
routinely review agency standards, ordinances, guidelines, and checklists; create comments letters; coordinate project return with the coordinator; attend review meetings; and communicate questions/solutions to project stakeholders. Because of our depth of resources and project tools (checklists, corrections letters, etc), reassigned projects can be reviewed without missing deadlines or causing unnecessary rechecks.

Expert: BV experts will provide the final quality assurance review of applicable plans, studies, and reports in accordance with all accepted engineering, building codes of different disciplines, and industry professional practices. They will comply with the applicable regulations; visit the client contact regularly; monitor project progress with the reviewer; disseminate project/agency information to the team; train team members; peer review comments letters; and communicate questions/solutions to stakeholders. Additionally, Experts provide quality assurance reviews to each project which minimizes the number of
resubmittals.

Fire & Safety
Services
Civil/Grading
Review
Bureau Veritas
Receives Plans &
Enters Information
Into Web-Enabled
System & Tracking Log
City
Assigns
Project
Submittal Intake
Checklist
Discuss Key
Issues with City
Quality Review
of all disciplines
Prepare
Corrections
Memo
City
Permit
Issuance
Enter
Information
Into Plan
Management
System
Permit
Application
Submittal
Distribute Plans
to Appropriate
Plan Reviewers
& Agencies
C
A
R
E
Coordinator Analyst Reviewer Expert
Plumbing
Plan Review
Mechanical
Plan Review
Architectural
Plan Review
Structural
Plan Review
Electrical
Plan Review
Building Plan
Review

PLAN REVIEW

PROCESS
CASp Plan
Review

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ADDITIONAL INFORMATION
Beyond technical compliance, Bureau Veritas understands the importance of serving Palmdale’s diverse community with cultural competency and professionalism. Our staff demonstrates excellent interpersonal communication skills and commitment to representing the City as knowledgeable experts while championing the City’s vision for sustainable development and public safety.

We provide strategic support on complex issues warranting City Council and City Manager attention, ensuring the City benefits from expert guidance on code amendments, architectural review, and special projects that drive economic development while protecting community interests.

UNDERSTANDING OF THE COMMUNITY
We understand that the City of Palmdale is a diverse, densely populated community in Los Angeles County with a population of approximately 58,000 residents, predominantly Latino (97%), with a median household income significantly below county and state averages. The city faces unique challenges common to underserved urban communities, including aging infrastructure, limited municipal resources, and the critical need for responsive, professional building and safety services that protect public welfare while supporting economic development and community growth.

Stability, Capacity, and Resources
BV is in good financial standing and committed to the provision of services of the very highest quality. The firm has the capacity to seamlessly augment its staffing and resources, if needed, to ensure a project is appropriately supported and effectively fulfilled. The firm’s more than 300 professionals in the Western U.S. Region make it possible to have highly qualified plans examiners and inspectors available expeditiously for virtually any project.

The firm will provide all necessary resources, materials, equipment, tools, and technology to its staff. Each office has a substantial library which is continually updated with the most current code books and reference materials. BV professionals are capable of handling the scope of services requested from the City.

Knowledge and Expertise
BV and our proposed, locally-based staff for this contract have a long-established history working for the nearby municipalities to perform in-house and outside plan review, inspections, civil, other building department, and fire and health services. Consequently, we can leverage a breadth of code compliance and permit processing expertise to meet the needs of the City, and offer highly qualified engineers and ICC certified staff who are in close proximity and can quickly respond to the City’s needs.

COST PROPOSAL

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COST PROPOSAL

EXHIBIT J - COST PROPOSAL - CITY OF PALMDALE
As requested in the RFP , Exhibit J - Cost Proposal shall be submitted separately from the Technical Proposal. Please see the separate submittal for the Cost Proposal.

APPENDIX - FORMS

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APPENDIX - FORMS

NOTICE OF “NO PROPOSAL SUBMITTED”
Exhibit A
Receipt of this completed form will assist us in calling for future solicitations. Please state the reasons why you are not proposing an offer or bidding. Complete and submit this form prior to the closing date and time as shown on the Notice of Request for Proposals.

RFP No. Title:

A Proposal is not being submitted for the following reason(s):

Request for Proposal (RFP)
[ ]
[ ]
[ ]
[ ]
[ ]
[ ]
[ ]
[ ]
Insufficient time to prepare quote/bid/proposal
We are unable to competitively quote/bid/propose at this time Insufficient information to prepare quote/ bid/ proposal Current client commitments, too busy to respond
The timeframe was too short for us to be able to adequately respond The complexity of the RFP makes a response unreasonable Is there something in the RFP which prevents interest?
If the City has stated a budget, the estimated City budget requirements within the RFP were unrealistic, please state why:
[ ] Specifications are not sufficiently defined
[ ] Cannot obtain raw materials/goods in time to meet delivery requirements [ ] Other reasons or additional comments (please explain below) Comments:

Company Name:

DBA:

Address:

Telephone: Email:
26-001-6110
As-Needed Plan Check, Community Development Technician, Building Inspection, and Building Official Services
Not Applicable

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APPENDIX - FORMS
Form W-9
(Rev. March 2024)
Request for Taxpayer
Identification Number and Certification
Department of the Treasury
Internal Revenue Service Go to www.irs.gov/FormW9 for instructions and the latest information.

Give form to the
requester. Do not
send to the IRS.

Before you begin. For guidance related to the purpose of Form W-9, see Purpose of Form, below.

Print or type.

See Specific Instructions on page 3.
1 Name of entity/individual. An entry is required. (For a sole proprietor or disregarded entity, enter the owner’s name on line 1, and enter the business/disregarded entity’s name on line 2.)
2 Business name/disregarded entity name, if different from above. 3a Check the appropriate box for federal tax classification of the entity/individual whose name is entered on line 1. Check only one of the following seven boxes.

Individual/sole proprietor C corporation S corporation Partnership Trust/estate LLC. Enter the tax classification (C = C corporation, S = S corporation, P = Partnership) ....

Note: Check the “LLC” box above and, in the entry space, enter the appropriate code (C, S, or P) for the tax classification of the LLC, unless it is a disregarded entity. A disregarded entity should instead check the appropriate box for the tax classification of its owner.

Other (see instructions)
3b If on line 3a you checked “Partnership” or “Trust/estate,” or checked “LLC” and entered “P” as its tax classification, and you are providing this form to a partnership, trust, or estate in which you have an ownership interest, check this box if you have any foreign partners, owners, or beneficiaries. See instructions ......... 4 Exemptions (codes apply only to
certain entities, not individuals;
see instructions on page 3):

Exempt payee code (if any)
Exemption from Foreign Account Tax
Compliance Act (FATCA) reporting
code (if any)
(Applies to accounts maintained
outside the United States.)
5 Address (number, street, and apt. or suite no.). See instructions. 6 City, state, and ZIP code
Requester’s name and address (optional)
7 List account number(s) here (optional)
Part I Taxpayer Identification Number (TIN)
Enter your TIN in the appropriate box. The TIN provided must match the name given on line 1 to avoid backup withholding. For individuals, this is generally your social security number (SSN). However, for a resident alien, sole proprietor, or disregarded entity, see the instructions for Part I, later. For other entities, it is your employer identification number (EIN). If you do not have a number, see How to get a TIN, later.

Note: If the account is in more than one name, see the instructions for line 1. See also What Name and Number To Give the Requester for guidelines on whose number to enter.

Social security number
––
or
Employer identification number
–
Part II Certification
Under penalties of perjury, I certify that:

1. The number shown on this form is my correct taxpayer identification number (or I am waiting for a number to be issued to me); and

2. I am not subject to backup withholding because (a) I am exempt from backup withholding, or (b) I have not been notified by the Internal Revenue Service (IRS) that I am subject to backup withholding as a result of a failure to report all interest or dividends, or (c) the IRS has notified me that I am no longer subject to backup withholding; and

3. I am a U.S. citizen or other U.S. person (defined below); and

4. The FATCA code(s) entered on this form (if any) indicating that I am exempt from FATCA reporting is correct.

Certification instructions. You must cross out item 2 above if you have been notified by the IRS that you are currently subject to backup withholding because you have failed to report all interest and dividends on your tax return. For real estate transactions, item 2 does not apply. For mortgage interest paid, acquisition or abandonment of secured property, cancellation of debt, contributions to an individual retirement arrangement (IRA), and, generally, payments other than interest and dividends, you are not required to sign the certification, but you must provide your correct TIN. See the instructions for Part II, later.

Sign
Here
Signature of
U.S. person Date
General Instructions
Section references are to the Internal Revenue Code unless otherwise noted.

Future developments. For the latest information about developments related to Form W-9 and its instructions, such as legislation enacted after they were published, go to www.irs.gov/FormW9.

What’s New
Line 3a has been modified to clarify how a disregarded entity completes this line. An LLC that is a disregarded entity should check the appropriate box for the tax classification of its owner. Otherwise, it should check the “LLC” box and enter its appropriate tax classification.

New line 3b has been added to this form. A flow-through entity is required to complete this line to indicate that it has direct or indirect foreign partners, owners, or beneficiaries when it provides the Form W-9 to another flow-through entity in which it has an ownership interest. This change is intended to provide a flow-through entity with information regarding the status of its indirect foreign partners, owners, or beneficiaries, so that it can satisfy any applicable reporting requirements. For example, a partnership that has any indirect foreign partners may be required to complete Schedules K-2 and K-3. See the Partnership Instructions for Schedules K-2 and K-3 (Form 1065).

Purpose of Form
An individual or entity (Form W-9 requester) who is required to file an information return with the IRS is giving you this form because they Cat. No. 10231X Form W-9 (Rev. 3-2024)
Bureau Veritas North America, Inc.
5 16800 Greenspoint Park Dr. STE 300S
Houston, TX 77060
06 1689244
1/2/2026
X

BUREAU VERITAS 250 N Westlake Blvd, Suite 150 | Westlake Village, CA 91362 P . 805.230.2888 | www.bvna.com
143

APPENDIX - FORMS

AFFIDAVIT OF NON-COLLUSION and NON-DISCRIMINATION
Exhibit D
I hereby swear (or affirm) under the penalty of perjury:

A. The prices in this proposal have been arrived at independently without collusion, consultation, communication, or agreement, for the purpose of restricting competition, as to any matter relating to such prices with any other bidder/proposer or with any competitor; B. Unless otherwise required by law, the prices which have been quoted in this proposal have not been knowingly disclosed by the bidder/proposer and will not knowingly be disclosed by the proposer prior to opening, directly or indirectly, to any other prop oser or to any competitor; and
C. No attempt has been made or will be made by the bidder/proposer to induce any other person, partnership, or corporation to submit or not submit a proposal for the purpose of restricting competition.

D. The Bidder/Proposer does not discriminate against any employee or applicant for employment or person to whom it provides services because of race, color, religion, age, sex, sexual orientation, gender identity, national origin, or disability, and that it complies with all applicable Federal, State and local laws and executive orders regarding employment.

In connection with the performance of work under this contract, the Bidder or Proposer agrees as follows:

1. The Bidder or Proposer agrees not to discriminate against any employee or applicant for employment because of race, creed, color, sex, sexual orientation, gender identity, national origin, or ancestry. The Bidder or Proposer shall take affirmative action to e nsure that employees are treated without regard to their race, creed, color, national origin, sex, sexual orientation, gender identity, or ancestry.

2. In the event of the Bidder’s or Proposer's non-compliance with this non-discrimination clause, the Bidder or Proposer may be canceled or terminated. The Bidder or Proposer may be declared ineligible for further contracts with the City of Palmdale until satisfactory proof of intent to comply shall be made by the Bidder or Proposer.

3. The contract agrees to include this non-discrimination clause in any sub-contracts connected with the performance of this agreement.

I have read the above stated clauses and agree to abide by its requirements.

Authorized Signature: Printed Name/Title:

Company Name:

Doing Business As:

Craig Baptista, VP - West, Plan Check & Inspection
Bureau Veritas North America, Inc.

N/A

BUREAU VERITAS 250 N Westlake Blvd, Suite 150 | Westlake Village, CA 91362 P . 805.230.2888 | www.bvna.com
144

APPENDIX - FORMS

CERTIFICATION OF INSURABILITY
Exhibit E
I hereby swear (or affirm) under the penalty of perjury:

As an authorized representative of the proposing company, should our Company be determined to be the Successful Proposer, our Company will promptly provide such proof of insurance to the City within five (5) business days in reply to the CITY’s Notice of Intent to Award. The CITY will remind the Apparent Successful Proposer in the Notice of Intent to Award letter. Proof of insurance requirements may be submitted electronically to the email address below with the RFP Number and Title referenced in the Subject field:

To: [email protected]
Contracts will not be executed until formal proof of all required insurance(s) pursuant to Attachment B – Sample Contract for Services for RFP No. Title:
have been received and approved by the CITY. It is agreed that the Apparent Successful Proposer shall maintain in force at all times during the performance of the engagement all policy or policies of insurance.

If the CITY requires corrections (i.e., limits, endorsements) the Successful Proposer has five (5) days from such request to complete all corrections. Failure to meet these deadlines will allow the CITY the right to reject the Proposer’s proposal as non-responsive and proceed to the next finalist.

I hereby assure City of Palmdale that the company has or is able to procur e the insurance coverage(s) required should the Company be awarded the Contract and shall maintain all the insurance requirements by the submission of this offer.

Proposer Company Name
Signature of Authorized Representative signing on behalf on Proposer Print Name of Authorized Representative of Proposer Company Date
Bureau Veritas North America, Inc.

Craig Baptista
3/26/26
26-001-6110 As-Needed Plan Check, Community
Development Technician, Building
Inspection, and Building Official
Services

BUREAU VERITAS 250 N Westlake Blvd, Suite 150 | Westlake Village, CA 91362 P . 805.230.2888 | www.bvna.com
145

APPENDIX - FORMS

BIDDER DISCLOSURE STATEMENTS
Exhibit F
The Bidder must provide a declarative (yes/no) answer regarding the following questions. If any answer is affirmative, the Bidder must provide full details about the matter. While not an automatic cause for disqualification, an affirmative answer may result in an evaluation of the Bidder’s responsibility. A decision will then be made based on the seriousness of the matter, the matter’s possible impact on the performance of the contract, and the best interests of the City of Palmdale.

Within the past five (5) years:

ITEM DISCLOSURE STATEMENT YES NO
A. Has the Bidder and/or subject company had a contract terminated for default or cause?
B. Has the Bidder and/or subject company been assessed any penalties, including liquidated damages, under any of its existing or past contracts with any organization or governmental entity?
C. Has the Bidder and/or subject company been the subject of any governmental action limiting the right of the Bidder and/or subject company to do business with that entity or any other governmental entity?
D. Has trading in the stock of the subject company ever been suspended? Give date and explanation.

E. Has the Bidder and/or subject company previously operated as a like-kind business under any other business name and/or taxpayer identification number?
F. Has the Bidder and/or subject company, any company officer, or any owner of a twenty (20%) percent interest or greater in the subject company, filed bankruptcy, reorganization, a debt arrangement, moratorium, or any proceeding under any bankruptcy or insolvency law, or any dissolution or liquidation proceeding?
By the signature affixed to Exhibit B – Offer Signature / Cover Page of this Solicitation, Respondent hereby certifies that the above information is true and accurate.

This completed form must be returned as part of the bid response. Failure to complete this page may deem your bid not responsive.

BUREAU VERITAS 250 N Westlake Blvd, Suite 150 | Westlake Village, CA 91362 P . 805.230.2888 | www.bvna.com
146

APPENDIX - FORMS

DEVIATIONS and/or EXCEPTIONS FORM
Exhibit H
[ ] Specifications and/or Requirements
[ ] Contract for Services Provisions (No exceptions and/or deviations to insurance requirements allowed) All deviations and/or exceptions to the requirements of this solicitation must be noted below. The City will consider any deviations and/or exceptions indicated in its award decisions. The City reserves the right to accept or reject any and all responses based on any deviation and/or exception indicated on this form.

Respondents are cautioned that by taking any exception they may be materially deviating from the RFP .

Please do not attach a company letterhead in lieu of any entry on the section below. In the absence of any entry on the section below, the bidder assures the City of their full compliance with the specification and conditions as listed in this solicitation. The page number, paragraph, and item number should be referenced when deviating from the specification and must be included.

The City reserves the right to reject any or all cost proposals as a result of this RFP and to waive any informality or irregularity in any bid proposal received and to be the sole judge of the merits of the respective cost proposals received, and to accep t or further negotiate cost, terms, or conditions of any cost proposal determined by the City to be in the best interest of the City even though not the lowest cost proposal. This form may be duplicated if additional pages are needed.

Reference No. Description
Company Name
Printed Name and Title
Authorized Signature
No exceptions taken.

Bureau Veritas North America, Inc.

Craig Baptista, VP - West, Plan Check and Inspections

BUREAU VERITAS 250 N Westlake Blvd, Suite 150 | Westlake Village, CA 91362 P . 805.230.2888 | www.bvna.com
147

APPENDIX - FORMS

IRAN CONTRACTING ACT VERIFICATION
Exhibit I
(Public Contract Code sec�ons 2202-2208)
Prior to bidding on, submi�ng a proposal or execu�ng a contract or renewal for goods or services of $1,000,000 or more, a Supplier must either: a) cer�fy it is not on the current list of persons engaged in investment ac�vi�es in Iran created by the California Department of General Services ("DGS") pursuant to Public Contract Code sec�on 2203(b) and is not a financial ins�tu�on extending twenty million dollars ($20,000,000) or more in credit to another person, for 45 days or more, if that other person will use the credit to provide goods or services in the energy sector in Iran and is iden�fied on the current list of persons engaged in investment ac�vi�es in Iran created by DGS; orb) demonstrate it has been exempted from the cer�fica�on requirement for that solicita�on or contract pursuant to Public Contract Code sec�on 2203( c) or (d).

To comply with this requirement, check the correct op�on below and insert your supplier or financial ins�tu�on name and Federal ID Number. Please note: California law establishes penal�es for providing false cer�fica�ons, including civil penal�es equal to the greater of $250,000 or twice the amount of the contract for which the false cer�fica�on was made; contract termina�on; and three-year ineligibility to bid on contracts. (Public Contract Code sec�on 2205.)
☐ OPTION #1 - THIS PROJECT IS LESS THAN $1,000,000.

By (Authorized Signature) Date Executed
Printed Name and Title of Person Signing
☐ OPTION #2 – CERTIFICATION
I, the official named below, cer�fy I am duly authorized to execute this cer�fica�on on behalf of the suppler/financial ins�tu�on iden�fied below, and the vendor/financial ins�tu�on iden�fied below is not on the current list of persons engaged in investment ac�vi�es in Iran created by DGS and is not a financial ins�tu�on extending twenty million dollars ($20,000,000) or more in credit to another person/vendor, for 45 days or more, if that other person/vendor will use the credit to provide goods or services in the energy sector in Iran and is iden�fied on the current list of persons engaged in investment ac�vi�es in Iran created by DGS.

Supplier Name/Financial Institution Federal ID Number (or n/a) By (Authorized Signature) Date Executed:

Printed Name and Title of Person Signing:
(Con�nued on Next Page)
Bureau Veritas North America, Inc. 06-1689244 3/26/26
Craig Baptista, Vice President

BUREAU VERITAS 250 N Westlake Blvd, Suite 150 | Westlake Village, CA 91362 P . 805.230.2888 | www.bvna.com
148

APPENDIX - FORMS

☐ OPTION #3 - EXEMPTION
Pursuant to Public Contract Code sec�ons 2203( c) and ( d), a public en�ty may permit a vendor/financial ins�tu�on engaged in investment ac�vi�es in Iran, on a case-by-case basis, to be eligible for, or to bid on, submit a proposal for, or to enter into or to renew, a contract for goods and services.

Supplier Name/Financial Institution Federal ID Number (or n/a) By (Authorized Signature) Date Executed
Printed Name and Title of Person Signing
www.bvna.com

COST PROPOSAL

PLAN REVIEW PERCENTAGE OF FEE
65% of City Collected Plan Review Fees

HOURLY RATES
Personnel Classifications Hourly Billing Rate
Building Official / Fire Protection Engineer $165.00
Structural Review $155.00
Sr. Plan Review Engineer (P .E.) $145.00
Plan Check Engineer (P .E.) / Sr. ICC Certified Plans Examiner / CASp Plan Reviewer $135.00 ICC Certified Plans Examiner $130.00
CASp Inspector $150.00
Sr. Building Inspector $110.00 - $120.00
Building Inspector $95.00 - $105.00
Permit Technician $75.00 - $85.00
Administrative / Clerical $60.00 - $75.00

EXHIBIT J - COST PROPOSAL - CITY OF PALMDALE
RFP NO. 26-001-6110 AS-NEEDED BUILDING PLAN CHECK, COMMUNITY DEVELOPMENT

TECHNICIAN, BUILDING INSPECTION AND BUILDING OFFICIAL SERVICES Bureau Veritas’ pricing reflects our commitment to the success of the City of Palmdale by helping you maintain significant quality and cost saving benefits moving forward. These Include:
• Highly qualified staff familiar with the City’s needs • Reduced plan review turnaround times
• Implementation of electronic plan review processes to help improve efficiency and control costs • Commitment to maintain a proposed rate structure for the life of the initial contract period • Confidence of working with a well-established consultant in operation for 198+ years • Overtime (OT) will be charged at 25% times the standard hourly rate, hours worked on a designated holiday will be charged at the appropriate OT rate. No overtime will be changed without approval. • Rates and cost estimates shown above exclude per diem, and union rates. Should these be applicable, BV will discuss and negotiate fees to account for increased personnel costs.
• Extremely large and/or complex projects can be pre-negotiated. • Hourly fees are subject to an annual adjustment in accordance with the CPI with the City’s prior approval. Prevailing wage subject to increase per DIR guidelines.
• Mileage for employee-owned vehicles used in connection with the work will be at the current IRS rate. • Plan Review will be invoiced after initial review is complete. Hourly services will be invoiced monthly. • Field required services to be invoiced at a 4 hour minimum. • Expedited plan review services can be performed upon request at 1.5x standard rate.

BUREAU VERITAS 250 N Westlake Blvd, Suite 150 | Westlake Village, CA 91362 P . 805.230.2888 | www.bvna.com
AGREEMENT NO. A-9965

CONTRACT FOR SERVICES

BETWEEN THE CITY OF PALMDALE AND BPR CONSULTING GROUP

This CONTRACT for services (“Contract” herein) is made and entered into by and between the City of Palmdale, a public body corporate and politic, (hereinafter called “CITY”), and BPR CONSULTING GROUP, a S CORPORATION, (hereinafter called “CONTRACTOR”). This Contract shall become effective on the date of the last signatory.

RECITALS
WHEREAS, CONTRACTOR represents that CONTRACTOR has the expertise and is qualified to perform the services described in this Contract.

NOW THEREFORE, CITY and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree as follows:
1 City Project Manager
To provide the services required by this Contract, CONTRACTOR shall act under the authority and approval of Economic and Community Development Director/designee, who shall oversee this Contract, the work performed by CONTRACTOR, assist CONTRACTOR with any necessary information, audit billings, and approve payments. The CONTRACTOR shall channel all contacts and requests through the City project manager.
2 Description Of Work

2.1 CONTRACTOR shall provide the following services in a manner satisfactory to CITY:

The selected Consultant(s) shall provide plan check services, building inspections Building Official and community development technician services as requested by the City. Such services shall include enforcement of the City’s building laws and codes and all applicable California Codes; review of construction drawings to assure compliance with City and California adopted laws and codes; interfacing with permit applicants and community development staff; and conducting inspections. Specific projects may include residential, non-residential, and commercial projects, or any other project type as assigned. Any single job may require one or subsequent reviews of submitted plans. Type of proposed plan check work may include new construction, tract housing, ADU’s, remodels, additions, green building, LEED construction, disabled access compliance, flood zone construction, and public nuisance abatement.

1. Plan Review
Consultant, upon request of the City, shall review complex as well as common place commercial/industrial and residential projects for compliance with all applicable California Building Codes as amended by the City of Palmdale, including:
1-15Concord - Document ID: 033qAykqI2NGRY1uutEvcn
•Structural, architectural, mechanical, electrical, and plumbing; •Green, energy, and accessibility;
•Provide engineering consultation services for non-engineer City plan check staff.Plan review letter comments shall be specific, detailed, complete, and reference plansheet and plan check numbers and code sections where applicable. Consultant shallbe responsible for the following tasks:
•Issuance of written corrections using the City’s Accela/DigEPlan review software; •Provide subsequent oral and written communications with project representatives as needed to provide code interpretations and obtain plan approvals; •Complete initial plan reviews within 14 days of receiving the drawings.Subsequent reviews shall be completed within 8 days;
•Expedited plan review services completed within 5 days of receiving the drawings.

Subsequent review shall be completed within 4 days;
•Complete field inspections and reports within 14 days; •Consultant, upon request of the City, shall attend any required meetings connectedwith the plan review or field inspection of City projects; •Consultant, upon request of the City, shall provide transportation to and from the fieldinspection locations when required.
•Consultant, upon request of the City, shall attend meetings, including but not limited to Development Advisory Board (DAB) meetings, and preliminary submission meetings held for special projects.

When satisfied that the plans comply with the applicable City and State laws, Consultant shall approve plans, stamp the plans, and upload plans to the City's Accela platform for permit issuance. Once uploaded, the Consultant shall notify both the applicant and the City plan reviewers.

2. Building Inspection
Consultant, upon request of the City, shall:
•Provide building inspection services during the course of construction to enforce compliance with the conditions of approval, provisions of the City’s building laws, and code requirements set forth on the approved plans for which a permit was issued. In the performance of such duties, the Consultant shall observe each project at the completion of the various stages of construction for compliance with the appropriate City and State code.
•Specialty field inspections and reports by plan check staff are completed within 3 to 5 days of approved plans.
•Perform technical work in the Economic and Community Development Department’s Building and Safety Division.
•Inspect residential, rental, and commercial/industrial structural building systems at various stages of construction, alteration, and repair to assure compliance with approved plans, specifications, codes, ordinances, rules, and regulations. •Maintain a variety of inspection-related records and reports using the City of Palmdale permit software, Permits Plus, and/or Accela.
•In the event of a catastrophe or emergency, provide inspections to assist the City with building safety assessments and provide emergency plan check and inspection services.
2-15Concord - Document ID: 033qAykqI2NGRY1uutEvcn

3. Contract Community Development Technician
Consultant, upon request of the City:
•Calculate fees and issue building, T.I, residential combo, plumbing, mechanical, electrical, sewer, demolition, industrial waste, and combo commercial permits. •Use permitting and plan check software to issue and route plans. •Assist the public on the phone and in person regarding questions or processing permits and questions on local, state, and federal regulations on current City building codes, ordinances, documents, standards, and guidelines.

4. Building Official
Consultant, upon request of the City, shall:
• The Building Official assigned shall be subject to CALPERS reporting requirements. •Serve as the designated authority charged with the administration and enforcement of local, state, and federal codes, ordinances, and regulations for all buildings and structures; administers the plan review and inspection process of buildingconstruction and alterations.
•Plan, direct, and coordinate the activities of the Building & Safety Division. •Assist in the development and implementation of goals, objectives, policies, and priorities.
•Direct and participate in the development, implementation, and modification of the plan checking and building inspection policies and procedures of the City. •Monitor trends, legislation, and standard practices, and advise the Director of Economic and Community Development on appropriate Building and Safety codes, policies, procedures, and practices to adopt.
•Prepare and process updates to the Building Code and related codes needed. •Provide any other services as may be necessary for the administration and enforcement of the California Building Code and related codes, and application provisions of thePalmdale Municipal Code.
•Assist with and implement new procedures and processes, such as the permit/plan review tracking system.
•Confer with developers, architects, engineers, and others regarding building codes and ordinance requirements.
•Direct and participate in the review and modification of all applicable codes, rules, and regulations.
•Coordinate building safety services, activities, and meetings with other divisions and departments of the City.
•Review engineered plans for residential, commercial, and industrial projects. •Review and approve all projects prior to permit issuance. •Appear before agencies, business and civic groups, and other organizations in the presentation and discussion of building and safety-related problems, proposals, projects, and policies.
•Serve as staff and provide recommendations to various City and citizen advisory committees, boards, and committees as assigned.
•Direct and participate in the presentation and administration of the department budget.
3-15Concord - Document ID: 033qAykqI2NGRY1uutEvcn
•Recommend the appointment of personnel; provide or coordinate staff training; conduct performance evaluations; implement discipline procedures as required; maintain discipline and high standards necessary for the efficient and professional operation of the department.
•Perform related duties as assigned.

5. Selection of Work
The City may request the contracted Consultant(s) to provide quotes and/or negotiate prices on larger or specialty projects on a project-by-project basis. The City’s intent is to solicit competitive quotes from contracted Consultant(s) with the lowest price quote for specific projects and services; however, multiple quotes may be requested from several contracted Consultant(s) for a single project and/or the same project and determination will be based on the Consultant’s expertise in specific disciplines, availability of consultant’s staff, specified hourly rate for specific projects, and other related qualifications as determined by the City Building Official and/or Plan Checker.

There is no minimum guarantee of work. The consultant shall be required to provide all invoices for the previous month, no later than the 15th of every month following services rendered to ensure proper billing.

2.2 CONTRACTOR shall have no claim for compensation for any services or work, which has not been authorized by CITY’s Authorization to Proceed.

2.3 CONTRACTOR shall not accept any change of scope, or change in contract provisions, to this Contract unless issued in writing, as a contract change order or amendment and signed by CITY. Any extensions of time must be mutually agreed upon in writing and executed by both parties.

2.4 CONTRACTOR shall maintain in current status all Federal, State, and local licenses and permits required for the operation of the business conducted by the CONTRACTOR as applicable to this contract.

2.5 All work supplied under this Contract shall be fully guaranteed by CONTRACTOR for the duration of the project. Any defects of design, workmanship, or materials that would result in non-compliance with the Contract specifications shall be fully corrected by CONTRACTOR (including parts and labor) without cost to CITY.

The written warranty shall be included with the delivered products to the using Department.

2.6 CITY shall provide to CONTRACTOR, without charge, all data, program information, including reports, records, maps, and other information, now in CITY’s possession, which may facilitate the timely performance of the work. 3 Contractor's Key Personnel

3.1 Key Staff. CITY reserves the right to review and approve CONTRACTOR’S staff including all subcontractors to be assigned to any project by CONTRACTOR during the term of this Contract.

This Contract has been awarded to CONTRACTOR based partially on the key personnel proposed to perform the services required herein. CONTRACTOR shall not 4-15Concord - Document ID: 033qAykqI2NGRY1uutEvcn
change nor substitute any of these key staff for work on this Contract without prior written approval by CITY.

CONTRACTOR’s Team and Key Personnel are as follows:

Ron Beehler, Principal in Charge
Bill Rodgers, Project Manager
Roger Peterson, Plan Review Manager
This Services Contract has been awarded to CONTRACTOR based on its representation that those personnel and subcontractors submitted as part of its bid and listed above will perform the portions of the work listed above.

CONTRACTOR shall not deviate nor substitute any of these team members without prior written approval by CITY.

3.2 Subcontractors. During the performance of the Agreement, CONTRACTOR may engage such additional SUBCONTRACTORS as may be required for the timely completion of this Agreement. In the event of subcontracting, the sole responsibility for fulfillment of all terms and conditions of this Agreement rests with CONTRACTOR.

CONTRACTOR shall not enter into any Subcontract under this Contract for the performance of this Contract without the advance written approval of CITY. The subcontract shall incorporate by reference the terms and conditions of this Contract.

3.3 Direct Responsibility. All services required under this Contract shall be performed by CONTRACTOR, or under CONTRACTOR’s direct supervision, and all personnel shall possess the qualifications, permits and licenses required by State and local law to perform such services.

3.3.1 CONTRACTOR shall be solely responsible for the satisfactory work performance of all personnel engaged in performing services required by this Contract, and compliance with all reasonable performance standards established by CITY.

3.3.2 CONTRACTOR shall be responsible for payment of all CONTRACTOR’s employees’ and subcontractor’s wages and benefits and shall comply with all requirements pertaining to the employer’s liability, workers’ compensation, unemployment insurance, and Social Security.

3.3.3 CONTRACTOR shall indemnify and hold harmless CITY, and its respective officers, agents and employees from and against all claims, demands, damages or costs arising from CONTRACTOR’s acts or omissions with respect to any liability, damages, claims, costs and expenses of any nature arising from alleged violations of personnel practices.

3.4 Standards of Performance. CONTRACTOR shall be responsible for the completeness and accuracy of its services and work and documents resulting there from, and CITY shall not be responsible for discovering deficiencies therein.

CONTRACTOR shall correct any such deficiencies or errors without additional 5-15Concord - Document ID: 033qAykqI2NGRY1uutEvcn
compensation and without cost to CITY, except to the extent any such deficiency is directly attributable to deficiencies in CITY-furnished information.

4 Contract Term

The term of this Contract is TWO (2) YEARS, commencing on the effective date, with CITY reserving the option to extend the agreement for 3 additional terms of one year each.

5 Acceptance And Documentation
Each task shall be reviewed and approved by the Contract Project Manager to determine acceptable completion.

5.1 Records. The CONTRACTOR shall retain and shall contractually require each SUBCONTRACTOR to retain all data and other “records” relating to the acquisition and performance of the Contract for a period of five years after the completion of the Contract.

5.2 Property of CITY. All materials, including reports, computer programs and other deliverables, supplied or created under this Contract are the sole property of CITY. CONTRACTOR is not entitled to a patent or copyright on those materials and may not transfer the patent or copyright to anyone else. CONTRACTOR shall not use or release these materials without the prior written consent of CITY.

5.3 Products. All equipment, materials, parts, and other components incorporated in the work or services performed pursuant to this Contract shall be new, or the latest model and of the most suitable grade for the purpose intended. All work shall be performed in a skilled and workmanlike manner. 6 Price
CITY shall pay to CONTRACTOR an amount not to exceed Seven Hundred and Fifty Thousand dollars ($750000) for the completion of all the work and services described in Section 2, which sum shall include all costs or expenses incurred by CONTRACTOR, payable as follows:

See ATTACHMENT A, Exhibit J (Fee Schedule)

6.1 An application for payment form must be submitted to CITY which shall include the following: a clear, detailed invoice reflecting work being billed for, a summary sheet showing percentage of work completed to date, amount/percent billed to date and current status of all tasks within a project; any/all backup documentation supporting the above items. Work schedule updates must also be included with the payment requests.

6.2 CONTRACTOR shall maintain adequate records and shall permit inspection and audit by CITY of CONTRACTOR’s charges under this Contract.

CONTRACTOR shall make such records available to CITY during normal business hours upon reasonable notice. Nothing herein shall convert such records into public records, and they will be available only to CITY and any specified public agencies. 6-15Concord - Document ID: 033qAykqI2NGRY1uutEvcn
Such records shall be maintained by CONTRACTOR for five (5) years following completion of the work under this Contract unless a longer period of time is required by state or federal law, in which event CONTRACTOR shall retain its records for the time required by such laws.

6.3 Payment. A separate invoice shall be issued for each shipment of material or service performed, and no payment will be issued prior to receipt of material and/or completion of specified services and receipt of a correct invoice. 7 Taxes

7.1 CONTRACTOR shall pay all sales, consumer, use, and other similar taxes required to be paid by CONTRACTOR in accordance with state and local laws.

7.2 CONTRACTOR is an independent contractor and shall have no power or authority to incur any debt, obligation, or liability on behalf of CITY. No person employed by CONTRACTOR or acting on its behalf, in connection with this Contract shall be considered the Agent or employee of CITY.

7.3 CONTRACTOR shall be required to obtain a current City of Palmdale business license, as required by the Palmdale Municipal Code, before an Authorization to Proceed is issued.

7.4 When equipment, materials or supplies generally taxable to CONTRACTOR are eligible for a tax exemption due to the nature of the work, CONTRACTOR shall assist the City in applying for and obtaining such tax credits and exemptions, which shall be paid or credited to the City. 8 Patent Fees And Royalties
CONTRACTOR shall pay all license fees and royalties and assume all costs incident to the use, in the performance of the work or the incorporation in the work of any invention, design, process, program, product or device which is the subject of patent rights or copyrights held by others. If a particular invention, design, process, program, product or device is specified in the contract documents for use in the performance of the work and if, to the actual knowledge of CITY, its use is subject to patent rights or copyrights calling for the payment of any license fee or royalty to others, the existence of such rights shall be disclosed by CITY in the contract documents.

CONTRACTOR shall indemnify and hold harmless CITY and anyone directly or indirectly employed by CITY from and against all claims, damages, losses and expenses (including attorneys' fees) arising out of any infringement of patent rights or copyrights incident to the use in the performance of the work, or resulting from the incorporation in the work of any invention, design, process, program, product or device not specified in the contract documents, and shall defend all such claims in connection with any alleged infringement of such rights. 9 Indemnification
To the fullest extent permitted by law, CONTRACTOR and any subcontractors working on its behalf agree to indemnify CITY, its officers, employees, agents and elected and appointed boards (hereinafter “Indemnified Parties”) for any loss, claim, 7-15Concord - Document ID: 033qAykqI2NGRY1uutEvcn
demand, cause of action, cost, expense, damage, obligation or liability which arises out of or is in any way connected with the performance of any work under this agreement, including any acts or omissions, willful misconduct or negligent conduct, whether active or passive, on the part of CONTRACTOR, or its subcontractors, and regardless of any acts, omissions or negligence (whether active or passive) of any person or entity indemnified hereunder. At their own expense, CONTRACTOR and, as applicable, any subcontractors working on its behalf, shall defend any suit, claim or action against the Indemnified Parties founded upon such loss, claim, demand, cause of action, cost, expense, damage, obligation or liability. CONTRACTOR shall ensure that the contract of any subcontractor working under this agreement contain an indemnity agreement, requiring the subcontractor to indemnify and defend the Indemnified Parties pursuant the terms set forth above. CONTRACTOR shall indemnify the Indemnified Parties, and save it harmless from any and all loss, damage, costs, expenses and attorney's fees suffered or incurred on account of any breach of the aforesaid obligations and covenants, and any other provision or covenant of this agreement.
10 Insurance

10.1 CONTRACTOR, at its expense, shall maintain in effect at all times during the performance of work under this Contract not less than the following coverage and limits of insurance, which shall be maintained with insurers listed “A” or better in the Best’s Insurance Guide and authorized to do business in the State of California.

Proof of Insurance, as identified in Section 10.8, must be reviewed and accepted by the City Attorney.

10.1.1 Workers’ Compensation and Employer’s Liability
Workers’ Compensation -- coverage as required by the State of California Employer’s Liability
$1,000,000 each accident
$1,000,000.00 policy limit bodily injury
$1,000,000.00 each employee bodily injury by disease

10.1.2 Commercial General Liability
$2,000,000.00 limit on a per occurrence basis
$4,000,000.00 general aggregate limit

10.1.3 Commercial Automobile Liability
$2,000,000.00 combined single limit including owned, non-owned and hired automobile coverage

10.1.4 Professional Liability (Errors & Omissions)*
$2,000,000.00 per occurrence

10.1.5 Cyber Liability*
$2,000,000 limit on a per occurrence basis

10.2 All of CONTRACTOR’s policies shall contain an endorsement providing that written notice shall be given to CITY at least thirty (30) calendar days prior to termination, cancellation, or reduction of coverage in the policy. 8-15Concord - Document ID: 033qAykqI2NGRY1uutEvcn

10.3 Policies providing for bodily injury and property damage coverage shall contain the following:

A. An endorsement extending coverage to the City as an additional insured, as respects liability arising out of the performance of any work under the Contract.

Such insurance shall be primary insurance, as respects the interest of the City, and any other insurance maintained by the City shall be considered excess coverage and not contributing insurance with the insurance required hereunder. The certificates shall state: “The City of Palmdale, Successor Agency to the Community Redevelopment Agency of the City of Palmdale, Housing Authority, Industrial Development Authority, Airport Authority, their officers, agents, employees and volunteers are named as additional insured”.

B. “Severability of Interest” Clause.

10.4 Promptly upon execution of this Contract, and prior to commencement of any work, CONTRACTOR shall deliver to CITY certificates of insurance and endorsements to all required policies demonstrating that CONTRACTOR has the required coverage and showing the required named insured. Within five (5) days of written request from CITY, CONTRACTOR shall deliver to CITY full and complete copies of all insurance policies required by this Contract.

10.5 The requirements as to the types and limits of insurance to be maintained by CONTRACTOR are not intended to and shall not in any manner limit or qualify CONTRACTOR’s liabilities and obligations under this Contract.

10.6 Any policy or policies of insurance that CONTRACTOR elects to carry as insurance against loss or damage to its equipment and tools or other personal property used in the performance of this Contract shall include a provision waiving the insurer’s right of subrogation against CITY.

10.7 All insurance coverage must be maintained throughout the duration of this Contract.

10.8 Acceptable Proof of Insurance:

10.8.1 ACORD Certificate of Insurance listing all coverage, limits, deductibles and insured; and endorsements for all applicable coverage if agent has authority to issue it; or additional insured Form CG20100704 and CG20370704 or equivalent must be provided for general liability coverage. Additional insured form CA0001 must be provided for automobile liability coverage.

10.8.2 Binders of insurance for all coverage. Agents must confirm that policy endorsements have been ordered from the respective insurance companies. Upon issuance, policy endorsements and a corresponding Certificate of Insurance listing all insurers and coverage must be submitted to the City Attorney.

10.8.3 *When professional (E&O) and/or cyber liability coverage is provided on a “claims made basis”, CONSULTANT will continue to renew the insurance for a period of five (5) years after this Agreement expires or is terminated. Such insurance will have the same coverage and limits as the policy that was in effect during the term of 9-15Concord - Document ID: 033qAykqI2NGRY1uutEvcn
this Agreement, and will cover CONSULTANT, or its officers, employees, or agents during the time this Agreement was in effect.

10.9 Notwithstanding any other provision of this Contract, CITY may immediately terminate this Contract if, at any time CONTRACTOR fails to maintain the required insurance for any period of time or fails to comply with any of the insurance requirements listed above.

10.10 CONTRACTOR shall require any and all subcontractors working on its behalf to provide insurance coverages and limits that are based on the scope of work and nature of risk being performed by the subcontractor. Any and all subcontractors working on behalf of CONTRACTOR shall be subject to all other insurance requirements that are stated herein.

Any deviation in this requirement will be CONTRACTOR's sole risk. CONTRACTOR's insurance requirements in Section 10 will not be impacted and/or limited by such deviation.

11 Termination Without Cause
City reserves the right to terminate this Contract or any part thereof for its sole convenience with fifteen (15) days written notice. In the event of such termination, CONTRACTOR shall immediately stop all work hereunder, and shall immediately cause any of its suppliers and subcontractors to cease such work. CONTRACTOR shall also surrender to CITY all finished or unfinished documents, processes, programs and other supplies and materials, which shall be City’s property. As compensation in full for services performed to the date of such termination, the CONTRACTOR shall receive an amount equal to the value of the work completed as of the termination date in accordance with the fee schedule or as negotiated between the parties. In no event shall the amount payable upon termination exceed the total maximum compensation provided for in this Contract.
12 Termination For Cause
If CITY determines that CONTRACTOR has failed to supply an adequate working force, or to provide services of proper quality, or has failed in any other respect to satisfactorily perform the services specified in this Contract, CITY shall give written notice to CONTRACTOR specifying all defaults to be remedied within thirty (30) days.

Such notice shall set forth the basis for CITY’s dissatisfaction and suggest corrective measures. If, after thirty days, CONTRACTOR has failed to implement appropriate corrective measures, CITY may elect to terminate this Contract in whole or in part.

12.1 In the event CITY terminates this Contract, in whole or in part, for cause, CITY may procure, upon such terms and in such manner, as it may deem appropriate, services similar to those terminated.

12.2 CONTRACTOR shall provide all finished or unfinished documents, data, studies, software, drawings, programs, processes, maps, photographs, reports, etc., prepared by CONTRACTOR within fifteen (15) working days after notice of termination. Upon such termination, CONTRACTOR shall be paid an amount equal to 10-15Concord - Document ID: 033qAykqI2NGRY1uutEvcn
the value of the services provided and work performed as of the date of termination, taking into consideration the costs associated with hiring another CONTRACTOR to complete the services. In ascertaining the value of the work performed up to the date of termination, consideration shall be given to both completed work and work in progress, to complete and incomplete documents when such are delivered to CITY, and to authorized reimbursement expenses. The above is in addition to any other remedies available by law or equity to CITY.

12.3 If, after notice of termination of the Contract under the provisions of this Section 12, it is determined, for any reason, that CONTRACTOR was not in default, or that the default was excusable, then the rights and obligations of the parties shall be the same as if the notice of termination had been issued pursuant to Section 11. 13 Dispute Resolution
All claims, disputes, and other matters in question between CITY and CONTRACTOR arising out of or relating to this Contract or the breach thereof shall, to the extent reasonably feasible, be resolved through good faith negotiations between the parties. 14 Ownership And Delivery Of Work Product
All documents, data, reports, studies, analyses, field notes, investigations, plans, specifications, software, programs, manuals, instructions, and other materials of any nature, whether complete or incomplete, that are prepared, developed, or produced by CONTRACTOR or Contractor’s subcontractors in the performance of this Agreement (collectively, “Work Product”) shall be the exclusive property of the CITY.

All Work Product shall be delivered to or left with the CITY upon completion, expiration, or termination of this Agreement. Upon request, CONTRACTOR shall provide the CITY with originals and reproducible and electronic copies of all Work Product. Electronic copies shall be provided in an unprotected format that allows the CITY to copy, reproduce, modify, and use the Work Product without restriction. 15 Ownership Of Intellectual Property
The Work Product and all intellectual property rights therein shall be deemed “works made for hire” under the United States Copyright Act (17 U.S.C. § 101 et seq.), and the CITY shall be deemed the author and exclusive owner thereof, in perpetuity and worldwide.

To the extent any Work Product does not qualify as a work made for hire, CONTRACTOR hereby irrevocably assigns, transfers, and conveys to the CITY all right, title, and interest in and to such Work Product, including all copyrights, trademarks, patents, and other proprietary rights. CONTRACTOR consents to the use of CONTRACTOR’s name in conjunction with the sale, use, performance, and distribution of Work Product, for any purpose and in any medium.

CONTRACTOR agrees to execute any documents and take any actions reasonably requested by the CITY to confirm or perfect the CITY'S ownership of such rights.

CONTRACTOR waives any and all moral rights or similar rights under California Civil Code section 980 or any other applicable law to the extent permitted by law. 11-15Concord - Document ID: 033qAykqI2NGRY1uutEvcn
16 Delegation And Assignment

16.1 CONTRACTOR shall not delegate or assign its duties or rights hereunder, either in whole or in part, without the prior written consent of CITY; provided, however, that claims for money due or to become due to CONTRACTOR from CITY under this Contract may be assigned to a bank, trust company or other financial institution without such approval.

16.2 Any assignment, delegation or subcontract shall be made in the name of CONTRACTOR and shall not bind or purport to bind CITY and shall not release CONTRACTOR from any obligations under this Contract including, but not limited to, the duty to properly supervise and coordinate the work of employees, assignees, delegates and subcontractors. No such assignment, delegation or subcontract shall result in any increase in the amount of total compensation payable to CONTRACTOR under this Contract.
17 Non-Discrimination And Equal Employment Opportunity

17.1 In performance of this Contract, CONTRACTOR shall not discriminate against any employee, subcontractor, or applicant for employment because of sex, color, race, religion, ancestry, national origin, disability, medical condition including the medical condition of Acquired Immune Deficiency Syndrome (AIDS) or any condition related thereto, marital status, sexual orientation, age, gender, gender identity, gender expression, genetic information, or military and veteran status.

CONTRACTOR will take affirmative action to ensure that applicants are employed, and that employees are treated during employment, without regard to their sex, color, race, religion, ancestry, national origin, disability, medical condition including the medical condition of Acquired Immune Deficiency Syndrome (AIDS) or any condition related thereto, marital status, sexual orientation, age, gender, gender identity, gender expression, genetic information, or military and veteran status . Affirmative action relating to employment shall include, but not be limited to the following:
employment, upgrading, demotion or transfer; recruitment; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship.
18 Financial Interest Certification

18.1 CONTRACTOR warrants that no person has been employed or retained to solicit or secure this Contract upon an agreement or understanding for a commission, percentage, brokerage or contingent fee; and that no officer or employee of the CITY has any interest, financially or otherwise, in CONTRACTOR’s firm.

18.2 For breach or violation of this warranty, CITY shall have the right to annul this Contract without liability or at its discretion to deduct from the Contract Price or consideration, the full amount of such commission, percentage, brokerage or contingent fee.
19 Conflict Of Interest

19.1 CONTRACTOR stipulates that its officers and employees do not now have a conflict of interest and it further agrees for itself, its officers and its employees that it 12-15Concord - Document ID: 033qAykqI2NGRY1uutEvcn
will not contract for or accept employment for the performance of any work or services with any individual business, corporation or government unit that would create a conflict of interest in the performance of its obligations pursuant to this Contract or which would cause CONTRACTOR to be “financial interested” (as provided in California Government Code Section 1090 et seq. or 87100 et seq.) in any contract or decision made by CITY on any matter.

19.2 CONTRACTOR shall not employ any City official or employee to perform any work required pursuant to this Contract.

19.3 To the extent required by the City Manager or his designee, CONTRACTOR shall complete and file with the City Clerk a Form 700 Statement of Economic Interests disclosing any reportable property interests, income, gifts, investments, or business positions.
20 Compliance With Law

20.1 CONTRACTOR shall comply with all state and federal laws, including but not limited to, the requirement to hire only those persons authorized by federal law to work in the United States. If CONTRACTOR uses any subcontractors to complete this Contract, this same requirement shall be included in all subcontracts and strictly enforced by CONTRACTOR.

20.2 The law of the state of California shall govern this Contract. The venue of any legal action, either formal or informal, shall be the County of Los Angeles.

20.3 If applicable, CONTRACTOR acknowledges and understands it must comply with the prevailing wage requirements as set forth in Exhibit “A” attached hereto and incorporated herein by reference, as well as the execution of a Worker’s Compensation Certificate attached hereto as Exhibit “B” and incorporated herein by reference.

21 Notification And Access Revocation
The CONTRACTOR shall notify the CITY in writing prior to or no later than twenty- four (24) hours after, the termination, expiration, suspension, reassignment, or removal of any Contractor Personnel with access to the Project or Owner Resources.

For Contractor Personnel with Information Technology access, notification must be immediate, or the CITY may consider the CONTRACTOR to be in breach of contract.

Notice shall include the individual’s name, role, effective date and time of termination or removal, and systems or resources accessed.

The CITY reserves the right, in its sole discretion, to immediately suspend or revoke access for any Contractor Personnel upon receipt of notice or upon CITY'S determination that such access is no longer required or appropriate. 22 Notices
Any notice required under this Contract shall be in writing, addressed to the appropriate party at its address on the signature page and given personally or by registered or certified mail postage prepaid, or by a commercial courier service. All notices shall be effective upon the date of receipt.
13-15Concord - Document ID: 033qAykqI2NGRY1uutEvcn
23 Entire Agreement And Amendments

23.1 This Contract is the complete Agreement between the parties and supersedes all prior proposals, agreements, and understandings between the parties and may not be modified or terminated orally.

23.2 No attempted waiver of any of the provisions hereof, nor any modification in the nature, extent or duration of the work to be performed by CONTRACTOR hereunder, shall be binding unless in writing and signed by the party against whom the same is sought to be enforced.

23.3 The failure of any party to enforce against another party any provision of this Contract shall not constitute a waiver of that party’s right to enforce such a provision at a later time, and shall not serve to vary the terms of this Contract. 24 Attorney’s Fees

If any action at law or in equity is brought to enforce or interpret any provisions of this Contract, the prevailing party in such action shall be entitled to reasonable attorney’s fees, costs and necessary disbursements, in addition to such other relief as may be sought and awarded.

In Witness Whereof, the parties hereto have caused this Contract to be executed and attested by their respective officers thereunto duly authorized.

14-15Concord - Document ID: 033qAykqI2NGRY1uutEvcn
CITY OF PALMDALE: BPR CONSULTING GROUP:

Salvado Mendez
City Manager

Ron Beehler
Principal In Charge

ADDRESS FOR NOTICE:

CITY OF PALMDALE
38250 N. Sierra Highway
Palmdale, CA 93550

ADDRESS FOR NOTICE:

BPR CONSULTING GROUP
PO Box 2404
Granite Bay, CA 95746
APPROVE AS TO FORM:

Alexandra Severino
City Attorney

ATTEST: If Corporation

Secretary
ATTEST:

Rochelle Scott
City Clerk

---------------------------------------- INTERNAL USE ONLY ----------------------------------------

■Certificate(s) and Endorsement(s) attached
■Confirmed business name on contract with certificate(s) ■Attached Agreement Checklist and met all requirements
15-15Concord - Document ID: 033qAykqI2NGRY1uutEvcn
Record of Signing
Signed with https://www.concord.app/
For
Name
Title
City of Palmdale
Megan Taggart
Signed on Jul 15, 2026 4:57 PM PDT
Secured by Concord™
DocumentID: 033qAykqI2NGRY1uutEvcn
SigningID: 033qAykZENVOhnXZ00A14S
UTC Signing time: 2026-07-15 23:57:02 UTC
IP Address: 45.62.177.244
Email: [email protected]
For
Name
Title
Ron Beehler
Ron Beehler
[email protected]
Signed on Jul 16, 2026 3:16 PM PDT
Secured by Concord™
DocumentID: 033qAykqI2NGRY1uutEvcn
SigningID: 033qhrBW8j2RMOSiPtuskU
UTC Signing time: 2026-07-16 22:16:45 UTC
IP Address: 12.71.106.162
Email: [email protected]
For
Name
Title
BPR Consulting Group
William T. Rodgers
Partner
Signed on Jul 20, 2026 8:55 AM PDT
Secured by Concord™
DocumentID: 033qAykqI2NGRY1uutEvcn
SigningID: 033sprcGg98ZXIERLKJFdy
UTC Signing time: 2026-07-20 15:55:47 UTC
IP Address: 70.9.92.255
Email: [email protected]

CITY OF PALMDALE
PROPOSAL | RFP NO. 26-001-6110

BPR

TABLE OF CONTENTS

LETTER OF TRANSMITTAL ...................................................................................................... 1

ORGANIZATION, STRUCTURE, QUALIFICATIONS, AND EXPERIENCE Firm Introduction ............................................................................................................ 2 Organizational Structure ............................................................................................... 3 Financial Condition ......................................................................................................... 5 Similar Experience Matrix ............................................................................................... 5 PROPOSED STAFFING AND MANAGEMENT PLAN ................................................................. 6 Leadership ...................................................................................................................... 6 Primary Key Personnel .................................................................................................... 7 Primary Backup Personnel ............................................................................................. 9 Commitment ................................................................................................................. 12 Organization Chart ........................................................................................................ 13 TECHNICAL PROPOSAL ......................................................................................................... 14 Scope of Work ............................................................................................................... 14 Firm Capabilities ........................................................................................................... 15 Similar Project Experience ........................................................................................... 22 Quality Control .............................................................................................................. 29 ADDITIONAL INFORMATION ................................................................................................. 31 COST PROPOSAL (EXHIBIT J) ......................................................... SUBMITTED SEPARATELY

APPENDIX
Sample Plan Review Letters
Leadership and Key Personnel Resumes
Licenses and Certifications Table – Key Personnel
Firm Financial Information
Exhibits
Exhibit A | Notice of “No Proposal Submittal” (n/a)
Exhibit B | Respondent Signature/Cover Page
Exhibit C | W-9
Exhibit D | Affidavit of Non-Collusion and Non-Discrimination Exhibit E | Certification of Insurability
Exhibit F | Bidder Disclosure Statements
Exhibit G | Client References
Exhibit H | Deviations and/or Exceptions Form
Exhibit I | Iran Contracting Act Verification

CITY OF PALMDALE
PROPOSAL | RFP NO. 26-001-6110

BPR

LETTER OF TRANSMITTAL
March 26, 2026
City of Palmdale
Purchasing Division
38300 Sierra Highway
Palmdale, CA 93550
RE: Proposal to Provide As-Needed Plan Check, Community Development Technician, Building Inspection, and Building Official Services Thank you for the opportunity to present this proposal to provide As-Needed Plan Check, Community Development Technician, Building Inspection, and Building Official Services for the City of Palmdale. We understand that the City of Palmdale is looking to partner with a highly qualified firm with the depth of resources and qualified staff to provide the requested building safety services on an as-needed basis. BPR has current experience providing these same services to nearby Southern California communities and a highly qualified team that is very familiar with the City of Palmdale. With a staff of over 120 professionals, BPR has the knowledge, experience, and staffing resources needed to provide the requested Plan Check, Community Development Technician, Building Inspection, and Building Official Services and to support the City in an efficient and professional manner.

Our proposed team is ready to begin providing the requested on-call services immediately. Our proposal provides a detailed introduction to our firm and a clear description of BPR’s ability to enhance responsiveness, reduce turnaround times, and improve customer service for the City of Palmdale. BPR fully understands the scope of work as described in the RFP and is well-equipped to provide the City with the requested services efficiently, economically, and in compliance with applicable industry standards and best practices.

Ron Beehler, SE, CBO will be the primary point of contact through the proposal and agreement process. As a principal of BPR Consulting Group, Ron is authorized to bind the firm to all commitments made in our proposal. Bill Rodgers, SE, also a principal of BPR, will serve as Project Manager. All forms, certificates, and compliance requirements included in RFP No. 26-001-6110 are completed and duly submitted in the proposal response. We will not be using subcontractors to perform any of the requested services. BPR acknowledges that all documents submitted pursuant to this RFP will become a matter of public record. Our proposal remains firm for 120 days following the due date of this submittal, March 26, 2026.

Please feel free to contact me if you have any questions concerning our qualifications or the services we provide. I can be reached at [email protected] or 916.204.3178. BPR is in receipt of all questions and answers posted on Palmdale’s PlanetBids website. Thank you for taking the time to review our qualifications. We look forward to the opportunity to contribute to and support the community spirit of the City of Palmdale.

Sincerely,

Ron Beehler, SE, CBO | Principal

BPR CONSULTING GROUP

BPR CONSULTING GROUP
2930 Inland Empire Blvd.
#116
Ontario, CA 91764
AUTHORIZED INDIVIDUAL:

Ron Beehler, SE, CBO
Principal
2930 Inland Empire Blvd. #116
Ontario, CA 91764
P: 916.204.3178
[email protected]

CITY OF PALMDALE
PROPOSAL | RFP NO. 26-001-6110

BPR

ORGANIZATION STRUCTURE, QUALIFICATIONS, EXPERIENCE

FIRM INTRODUCTION
BPR Consulting Group was founded by a
group of experienced veterans of the
building safety industry with the sole focus
of providing all aspects of building
department services including thorough and
efficient as-needed plan check, permit
technician, building inspection, and building
official services on behalf of California
communities. Our leadership team has worked together for nearly 22 years consecutively, since 2021 as BPR, supporting building departments throughout California and collectively possesses more than 100 years of experience providing building safety services to cities, counties, state agencies and other municipal agencies throughout California and the Western United States. Our mission is to support California building departments in a professional manner by providing efficient, timely and superior quality building safety services for the communities we serve.

Our talented staff of experienced ICC certified plans examiners, California licensed engineers and architects, OSHPD and CASp experts, ICC certified building inspectors, ICC certified permit technicians and ICC certified building officials have extensive experience providing the same building and safety division services as those being requested by the City of Palmdale. BPR’s staff members presently provide similar on-call services for numerous public agencies throughout the State of California including the nearby Southern California communities of El Monte, Artesia, Gardena, Maywood, Bell Gardens, Redondo Beach, Ontario, Claremont, Pomona, Rancho Cucamonga, Eastvale, Murrieta, La Mesa, and the Counties of Los Angeles, San Bernardino and San Diego, to name a few.

Unlike the large national firms, BPR’s services are focused on the delivery of high-quality building safety services, tailored to your community’s specific needs, with the goal of exceeding your expectations by:
 Providing all services in a timely and cost-effective manner.  Providing a high level of customer service for internal and external customers.  Providing qualified and experienced personnel who have the ability to perform thorough plan reviews and inspect all aspects of projects and effectively identify, communicate and explain relevant code requirements to designers, contractors, and owner builders.  Work collaboratively and supportively with other City departments.

HEADQUARTERS:

BPR Consulting Group
P.O. Box 2404
Granite Bay, CA, 95746

SOUTHERN CALIFORNIA
(LOCAL OFFICE SERVING PALMDALE)
2930 Inland Empire Blvd. #116
Ontario, CA 91764

NORTHERN CALIFORNIA OFFICE
2130 Professional Dr. #150
Roseville, CA 95661

CENTRAL CALIFORNIA OFFICE
1027 Central Place
Madera, CA 93637
OWNERS | PRINCIPALS
Ron Beehler, SE, CBO
Roger Peterson, SE
Bill Rodgers, SE, ICC

CITY OF PALMDALE
PROPOSAL | RFP NO. 26-001-6110

BPR
 Balancing the need to ensure conformance to standards and regulations with the need for predictability, uniformity, and efficiency.
 Adjusting staffing levels to meet service demands.

Our Building Safety team of 120+ professionals consists of the following: California licensed structural, civil, mechanical, electrical, and fire protection engineers; ICC certified building plans examiners and certified Access Specialist (CASp) professionals, as well as ICC certified building officials, ICC certified permit technicians, and highly experienced administrative personnel.

Building department services that we provide to municipalities and agencies include:
 Building safety plan review services
 CASp plan review and inspection services
 Permit technician and support services
 Building department management services
 Building inspection services
 Building Official services
 Fire prevention plan review and inspection services
 Civil plan review and inspection services
 Planning Services

ORGANIZATIONAL STRUCTURE
BPR is a California Limited Liability Corporation. No ownership changes have occurred in the past five (5) years. BPR has no parent or subsidiary relationships. All of our offices are fully staffed with licensed engineers and ICC certified plans examiners, multiple well-qualified field inspectors, community development technicians, and building officials are sourced out of each regional office.

CITY OF PALMDALE
PROPOSAL | RFP NO. 26-001-6110

BPR

MAJOR FUNCTIONAL AREAS
Below are the primary functional areas relevant to this proposal and the key staff who will lead these areas.

Further details on each individual are provided in the following section, Proposed Staffing and Management Plan, as well. The key staff identified below have the ability to respond immediately to issues related to the services we provide and have a proven track record of doing so as will be confirmed by our client references.

Staff will be available based on the needs of specific staffing requests or plan review assignments to ensure all service requests are addressed in a timely manner.

Project Management
 Ron Beehler, SE, CBO, ICC, – Principal in Charge
 Bill Rodgers, SE, ICC, – Project Manager
Plan Checking Services
 Roger Peterson, SE – Roger will have overall responsibility for delivery of plan review services, ensuring plans are reviewed accurately and on time. Years of performance: 35  Charles Nganga, SE – Lead Structural Plans Examiner. Charles leads our structural plan review team, providing expert plan review services as well as guidance, mentorship and education for our structural plans examiners. Years of performance: 10
 Denise Reese, ICC, CBO – Lead Non-Structural Plans Examiner. Denise leads our non-structural plan review team, providing expert life safety plan review services as well as guidance, mentorship and education for our non-structural plans examiners. Years of performance: 16 Building Inspection Services
 Mark Berg, CBO, MCP, ICC – Mark will lead the building inspection team. Mark is a highly experienced building inspector for all types of projects both commercial and residential. Mark provides expert guidance for our building inspection team. Years of performance: 31 Permit Technician (Community Development Technician) Services  Denise Reese, ICC, CBO – Denise will lead the team of permit technicians providing Community Development Technician Services. Denise began her career as a Permit Technician and provides guidance and management for our permit technician team. Years of performance: 16 Building Official Services
 Mark Berg, CBO, MCP, ICC – Mark will serve as lead Building Official. Mark is a highly experienced building official, with extensive experience providing building official services to numerous Los Angeles area and Inland Empire jurisdictions. Years of performance: 31

 Ron Beehler, SE, CBO, ICC, - Ron will serve as a back up Building Official. Ron has extensive experience providing building official services for multiple California communities including interim assignments.

Years of performance: 35

CITY OF PALMDALE
PROPOSAL | RFP NO. 26-001-6110

BPR

FINANCIAL CONDITION
BPR Consulting Group is financially sound, and we maintain adequate cash reserves to meet the ongoing business needs of our firm. Additionally, BPR has no outstanding debt and neither BPR nor any of its principals have ever filed for bankruptcy. BPR does not have any performance-related litigation, contract defaults, planned office closures, impending mergers, bankruptcies or other conditions related to the financial health of the company. Requested financial information can be found in the Appendix.

EXPERIENCE PERFORMING LIKE SERVICES
The matrix below illustrates key personnel experience with local jurisdictions for whom BPR provides services similar to those requested by the City of Palmdale. Key personnel will be assigned to the City of Palmdale for the duration of the agreement. Descriptions of services provided and specific project examples are provided in the Similar Project Experience section of this proposal.

Project Name
Key Personnel
Ron
Beehler,

SE, CBO
Bill
Rodgers,

SE, ICC
Roger
Peterson,
SE
Mark
Berg,
CBO,

MCP , ICC
Charles
Nganga,
SE
Denise
Reese,
ICC
Andrew
Burke,
CASp,
ICC
Jingpei
Zhang,
PE
Tom
Trimberger,
ICC
Mark
Coco,
ICC
City of Gardena
Building Plan Review
and Inspection
         
County of Los
Angeles Building
Plan Review
      
City of El Monte
Building Department
Services
         
City of Bell Gardens
Building Department
Services
        
City of Maywood
Building Plan Review
and Inspection
        
City of Eastvale
Building Plan Review
        
City of Claremont
Building Department
Services
      
City of Ontario
Building Plan Review
and Inspection
         
City of Pomona
Building Plan Review
and Inspection
      

CITY OF PALMDALE
PROPOSAL | RFP NO. 26-001-6110

BPR

PROPOSED STAFFING AND MANAGEMENT PLAN
Ron Beehler, SE, CBO will serve as Principal-in-Charge and be the primary contact throughout the proposal/contract negotiation period. Our proposed Project Manager, Bill Rodgers, SE, ICC , has decades of direct experience working with Southern California communities, including Palmdale, in the provision and management of Building Safety services. Bill is committed to providing superior service to our customers. Bill values honesty, integrity, and quality workmanship and will guide BPR’s delivery of services beginning with a clear understanding of Palmdale’s protocols, priorities and expectations, informed by previous experience working with the City of Palmdale. Bill will work closely with Roger Peterson, SE, to ensure plan check services are delivered in a timely and professional manner. Bill will also work closely with Mark Berg, CBO, MCP, ICC regarding the delivery of building inspection and building official services. Ron, Bill, Roger and Mark are all excellent communicators with customers as well as with each other and have a proven track record of working quickly to understand and resolve any issues that may arise with the delivery of services.

LEADERSHIP
Ron Beehler, SE, CBO, ICC PRINCIPAL | PRINCIPAL-IN-CHARGE, BUILDING OFFICIAL Ron is licensed as a Civil and Structural Engineer in California and Nevada, certified by the International Code Council as a Building Official, Plans Examiner and Building Inspector. Ron is uniquely qualified to evaluate and manage all building department services. He utilizes experience gained through more than 35 years of hands-on experience performing life safety, accessibility and structural plan reviews to successfully manage building departments, building department services and high- profile projects on behalf of public agencies throughout California. Ron’s experience includes establishing and coordinating on-site building department services for large multi-building projects and unique fast paced development projects. His background includes the position of Chief Building Official with the City of Sacramento directing a staff of 120 engineers, plan reviewers and building inspectors, Chief of Engineering Design and Construction for the California National Guard and Senior Structural Engineer with the Office of Statewide Health Planning and Development (OSHPD).

Ron has extensive OSHPD experience including OSHPD-3 in addition to flood plain experience. Ron has been the designated Flood Plain Manager for several communities. Ron has served as Chief Building Official for multiple California public agencies including interim assignments. Ron recently served as Chairman of CALBO’s Structural Committee. Years of Experience: 35; Years with BPR: 5

CITY OF PALMDALE
PROPOSAL | RFP NO. 26-001-6110

BPR
Bill Rodgers, SE, ICC PRINCIPAL | PROJECT MANAGER
Bill is a California licensed Civil and Structural Engineer with 31 years of experience in the field of structural engineering, including 22 years of experience as a plan review engineer. Bill has worked closely with building departments across the State of California and has assisted government agencies with numerous projects of varying size and type. Bill has extensive experience with OSHPD-3 project plan review and inspections. Additionally, Bill is well versed in flood zone requirements.

Under previous employment Bill was instrumental in providing and managing plan review services for the City of Palmdale and is well versed with Accela and DigEPlan systems. His wealth of experience includes managing the delivery of building department services throughout California on behalf of public agency clients and performing structural plan review for commercial and residential projects. Years of Experience: 31; Years with BPR: 5
Roger Peterson, SE PRINCIPAL | PLAN REVIEW MANAGER
Roger is a California licensed Civil and Structural Engineer, and an experienced building safety professional with 35 years of experience in structural design, building plan review and plan review management. Roger has extensive experience with OSHPD-3 project plan review and inspections. Roger is also well versed in flood zone requirements. Roger has managed plan review services for all types of building structures including single and multi-story steel, and concrete-framed buildings, as well as structures utilizing timber, and masonry framing systems. Roger utilizes his detailed code knowledge, extensive design experience and on-site construction project experience to ensure accurate, thorough, and timely plan review services on behalf of municipal client agencies. Roger has many years’ experience working with Accela and DigEPlan software systems. Years of Experience: 35; Years with BPR: 5

PRIMARY KEY PERSONNEL
Mark Berg, CBO, MCP, ICC BUILDING OFFICIAL
Mark is an ICC certified Building Official, Fire Code Official, Plans Examiner, Building Inspector, and Master Code Professional with 35 years of experience performing life-safety, architectural, mechanical, plumbing, electrical, and fire reviews in residential, multi-family and commercial projects. Mark has successfully guided department staff with inspection and plan review of all phases of complex construction projects. He is experienced utilizing building department permit tracking software and managing and performing all common building department responsibilities, including plan review, multi-discipline inspections, plan review and inspection scheduling, field supervision, regulatory compliance, code interpretation, and project acceptance. Mark also possesses exceptional skills in complaint resolution, problem solving, damage assessment, and team building. Years of Experience: 35; Years with BPR: 5
Charles Nganga, SE, ICC STRUCTURAL PLAN REVIEW
Charles is a California licensed Structural Engineer with a Master of Science degree in Civil Engineering from California Polytechnic State University in San Luis Obispo. He is also an ICC certified Plans Examiner with 10 years of

CITY OF PALMDALE
PROPOSAL | RFP NO. 26-001-6110

BPR
experience. His work experience, excellent education and solid commitment to the industry have enabled Charles to develop a solid track record of consistently providing clients with exceptional service. Charles also shares his skill and knowledge with other building safety professionals by developing and teaching building code related classes.

Years of Experience: 10; Years with BPR: 4
Denise Reese, CBO, ICC NON-STRUCTURAL PLAN REVIEW
Denise is an ICC certified Chief Building Official and Life Safety Plans Examiner. She has 16 years of extensive experience performing life-safety, architectural, mechanical, plumbing, electrical, and minimal structural reviews in residential, multi-family and commercial projects, including OSHPD-3 licensed facilities. This valuable experience is also evident in that Denise specializes in working with applicants, designers and jurisdictions, having successfully served multiple California communities. Years of Experience: 16; Years with BPR: 4 Andrew Burke, CASp, ICC ACCESSIBILITY PLAN REVIEW
Andrew is a Certified Access Specialist and ICC certified Plans Examiner with 14 years of industry experience in plan review, inspection, administration and estimating. Andrew has extensive plan check experience in multi-story mixed use projects and provides in-depth review of accessibility issues to ensure compliance with all California Building Codes. His CASp certification provides him with the ability to ensure all aspects of accessibility have been achieved.

His formal training in ICC codes, as well as on-the-job experience, helps him to provide thorough and accurate commercial and residential plan reviews and inspections. Andrew is an excellent asset to any building department both in the office and out in the field. Years of Experience: 14; Years with BPR: 3 Jingpei Zhang, EE ELECTRICAL PLAN REVIEW
Jingpei is a licensed Electrical Engineer in California and has 30 years of experience. He holds a Master’s Degree in Electrical and Electronic Engineering. His extensive experience in designing a variety of facilities and systems lends to his ability to provide excellent plan review services. His experience includes the design of electrical distribution systems for healthcare centers, data centers, commercial and industrial building and educational facilities. Years of Experience: 30; Years with BPR: 5
Thomas Trimberger, ME, CBO, ICC MECHANICAL PLAN REVIEW
Thomas has 43 years of experience working as an engineer and within building departments both successfully providing and supervising virtually all building department functions. Thomas is a California registered Mechanical Engineer, ICC certified Building Official, Plans Examiner and Building Inspector. His extensive experience and knowledge enable him to provide excellent services to our clients. Thomas is skilled at developing relationships with developers, designers and the community to ensure plan reviews, inspections and development review functions are performed in an effective and efficient manner. He continuously assists clients by providing guidance and education on the construction and inspection process. Always helpful, personable, professional and successful in delivering a high level of customer service. Years of Experience: 35+; Years with BPR: 5 Mark Coco, ICC BUILDING INSPECTOR
Mark is an ICC certified Combination Building Inspector with a strong background in residential and commercial construction. He performs inspections across a variety of systems including roofing, electrical, mechanical, and plumbing, ensuring compliance with building codes and safety standards. With hands-on experience in home remodeling and special inspections, Mark is well-versed in construction practices such as framing, drywall, tile,