HomeMy WebLinkAbout270363_1_Corrections.docxTENANT IMPROVEMENT
PLAN CHECK COMMENTS
COMMENTS
Planning & Building Agency
Building Safety Division
20 Civic Center Plaza
P.O. Box 1988 (M-19)
Santa Ana, CA 92702
(714) 647-5800
www.santa-ana.org
PLAN CHECK NO:
101105284, 101105285 & 101105287
PROJECT ADDRESS:
5030 & 5034 Westminster Ave
PLAN CHECK ENGINEER:
Lee, WayneTEL:714
647-5848
EMAIL:
wlee@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
V B, SPK
OCCUPANCY CLASSIFICATION(S):
B
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
1/15/2021
INITIAL REVIEW
1/17/2021
EXPIRATION
7/14/2021
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Paul Kim
3.
TEL:
(714)309-7444
FAX:
VALUATION: $700,000.00 / $30,000 / $100,000
EMAIL:
pkim@source-architecture.com
FLOOD ZONE: A-0602320143J
APPLICABLE CODE: 2019 CALIFORNIA BUILDING CODE (CBC) WITH
CITY OF SANTA ANA AMENDMENTS
All items noted on this plan check report must be addressed. If you feel that an item is not applicable to your project, note “N/A” and discuss the reason with the plan checker.Please indicate the sheet number and detail to the right of each correction, or note the number on the plans where the correction is made. Resubmit marked original, calculations and this correction sheet. A separate sheet for response may be used.Resubmit 3corrected sets of plans.Please return marked up set of drawings with corrections.This review does not include mechanical, plumbing, fire sprinkler system, or electrical work. Separate plans, applications, fees, plan checks, and permits are required for mechanical, plumbing, fire sprinkler systems, and electrical work. Call 647-5800 for information.The applicant shall obtain clearances/approvals for the following prior to building permit issuance:
- Planning Division approval on the corrected/final set of drawings (647-5804.) Previously approved plans
should be submitted to expedite the process.
- Fire Department approval on the corrected/final sets of drawings ((714)573-6100)
- Police Department approval on the corrected/final set of drawings (647-5840)
- Public Works Agency approval (647-5039)
- Grading Permit. Application is made through the Building Safety Division (647-5800) and the plan review is by
the Public Works Agency (647-5039)
- School District Compliance Certificate; a copy of the building permit application, signed by the plan check
engineer, shall be required by the School District to verify the scope of work. Refer to the attached handout.
PLAN CHECK COMMENTS:This project is in a special flood hazard area designated on the flood insurance rate map (FIRM) as zone A. This zone requires that the lowest finish floor elevation (including basement) of the structure shall be at (or above) base flood elevation determined by a hydrology study for the A zoneon the flood insurance rate map. All elevations must be referenced to the National Geodetic Vertical Datum. Reference should be made to the Flood Plain Management Ordinance, Santa Ana Municipal Code, Chapter 7, for complete requirements. Drawings shall show compliance with said ordinance including noting flood zone and finish floor elevation.Note on Plans: A Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE shall be completed by a California Licensed Land Surveyor or California Registered Civil Engineer who is authorized to practice land surveying. The completed ELEVATION CERTIFICATE must be submitted to the Building Inspector at the time of foundation inspection, and a final certificate must be submitted at the time of final inspection.Submit the following documentation for plan check:Hydrology study to determine base flood elevation, prepared by the licensed professional engineer.Elevation Certificate. Filled out and signed by the licensed professional engineer. Sheet A-9.1?Energy design for building envelope. The NRCC forms shall be incorporate onto the 24”x 36” paper.Note that additional plan check correction may apply.CBC Sections A106.1 and A106.3.4.1, All drawings and supporting documents shall be prepared, stamped and signed by a California licensed architect or registered civil engineer.Sheet G1.1. Project information note #13. There are three building permit submitted on the same package. Revise note #13 to provide the description of the scope separately under each building permit number.Sheet G1.1. Add sheet CG04 information into sheet index.Sheet G1.1. Per sheet index, submit sheet E-12 and M-1.0 in to building plan check submittal.Sheet A1.1. Specify finish floor elevation of first floor on the site plan.Sheet A1.1. Show setback (fire separation distance) from each building exterior wall to each lot line on the site plan.Sheet A1.1. Parking lot light pole:Provide specification of the parking light andShow location of the parking lot light poles on the site plan and Cross reference detail 8/A4.1 to the key note.Sheet A1.2. Floor plan symbol legend. Note hourly fire rating of the demising wall “A”.Sheet A1.2. Provide door information and cross-reference to door schedule at the restroom in unit B.Sheet A5.1. Door #104, #105 and #126. Clarify the door width in the door schedule to match floor plan.EGRESSExit Analysis & Plan (CBC Chapter 10): Provide a complete exit analysis and exiting plan and identify all exit components, number of required exits, travel distances, fire-rated construction, hardware, lighting, signage, etc.Sheet A-1.2. Add note to plan: “Provide occupant load sign in room #109 and breakroom #111. Any room used that is used for an assembly purpose shall have the capacity of the room posted in a conspicuous place on an approved sign near the main exit or exit-access doorway. (CBC 1004.9)”Note the following on the plans: “The means of egress, including the exit discharge, will be illuminated to a level of not less than one foot-candle at the walking surface at all times the building space served by the means of egress is occupied”. [CBC 1006.1; 1006.2]Note on the plans: “Exit signs shall be internally or externally illuminated at all times. Externally illuminated exit signs shall be connected to an emergency power system (batteries, unit equipment or an on-site generator) that will automatically illuminate the exit signs for a duration of not less than 90 minutes in case of primary power loss.” [CBC 1013]Provide and show tactile exit signs complying with Section 11B-703 and in accordance with Section 1013.4 at all exit access doors and all exit doors.Note on the plans: Electrical rooms with equipment rated 800-ampers or more and over 6 ft. wide, and that contain overcurrent devices, switching devices or control devices with exit or exit access doors, shall be equipped with panic hardware and doors shall swing in the direction of travel. [CBC 1010.1.10].ACCESSIBILITYSite accessibilityPer CALGreen Table, one future van accessible EV charging station is required. Show locations of the van future EVCS and accessible routes on the site plan. Compliant EV spaces shall be located on an accessible route to an accessible building entrance. (11B-206.4 & 11B-812.5).For future van accessible EVCS, the minimum dimensions shall be 144 inches by 216 inches long for van accessible EV spaces: (11B-812.6)Dimension and provide access aisles adjacent to the van accessible EV space, complying with the following: (11B-812.7)Minimum 60 inches wide;Minimum length equal to the length of the vehicle spaces servedShall not overlap the vehicular way; andShall be located on the passenger side of van accessible EV spaces.Sheet A-1.1. Revise or provide and cross-reference accessible parking, clean air vehicle parking, parking signage and truncated dome details into site plan key notes.Sheet A-1.1. Provide truncated domes at the boundary of the accessible route and the vehicular way by the trash enclosure. See red marks on plan for requested locations. (11B-247.1.2.5).Sheet G1.5. Detail 2. Revise curb ramp detail to provide parallel curb ramp per 11B-406.3.2.Sheet G1.5. Detail 5. Revise mounting height to 60” minimum above finish grade. Sheet G1.5. Detail 5. Show following information on the sign: "Unauthorized vehicles parked in designated accessible spaces not displaying distinguishing placards or special license plates issued for persons with disabilities will be towed away at the owner’s expense. Towed vehicles may be reclaimed by telephoning The Santa Ana Police Department at (714) 245-8665. CVC 22658a."Building accessibilityShow door maneuvering space on the floor plan.Recessed doors maneuvering clearances for forward approach shall be provided when any obstruction within 18” of the latch side at an interior doorway, or within 24” of the latch side of an exterior doorway, projects more than 8” beyond the face of the door, measured perpendicular to the face of the door or gate. Door #101 does not comply. (CBC 11B-404.2.4.3 & Figure 11B-404.2.4.3 (a))Sheet A1.2 floor plan and A5.1 door schedule. Door #125 shall be accessible. Provide minimum 32” clear opening width at the door #125.Room #102 and #122. Provide accessible counter design and detail. Provide 36” long minimum and 34” high maximum accessible counter above the finish floor. The accessible counter shall extend the same depth as the provided counter top. The accessible counter shall be either forward or parallel approach. Show accessible counter detail, length, height and a 30”x48” clear floor space on the floor plan. (CBC 11B-904.4).Refer to the red line set for additional corrections marked on the drawings.ENERGYProvide energy design for building envelope and fenestration complying with 2019 California Energy Code. If the design is provided on the MEP sheets, provide additional and attach that sheet or sheets to the building plan check submittal package to verify building envelope and fenestration design.GREENSheet A-1.1. Provide 2 spaces for long-term bicycle parking. (CGBC 5.106.4.1.4).Acceptable bicycle parking facility shall be convenient from the street and shall meet one of the following:Covered, lockable enclosures with permanently anchored racks for bicycles;Lockable bicycle rooms with permanently anchored racks; orLockable, permanently anchored bicycle lockers.Sheet A-1.1. Provide 3 parking spaces for clean air vehicles. Show designated parking location and marking on plan. Paint, in the paint used for stall striping, the following characters such that the lower edge of the last word aligns with the end of the stall striping and is visible beneath a parked vehicle:
CLEAN AIR/
VANPOOL/EVSheet A-1.1. Per Table 5.106.5.3.3, two future EV charging station are required. New 4 or less EVCS stalls require at least 1 van accessible EVCS stall. (CBC 11B-228.3, Table 11B- 228.3.2.1). Show future EV charging location on plan. At the future Van accessible EV charging space, revise parking layout to accommodate required charging space dimensions. Refer to plan check comment #21 and #22 for dimensions.Sheet A-3.5. Detail 2. Provide 48” depth for canopy per CGBC 5407.2.2 AND revise structural detail 4/S300 to design 48” deep cantilever awning.STRUCTURALCBC Section A106.1. A table of contents must be provided and pages must be numbered for referencing purposes in the structural calculation. Resubmit revised calculations showing compliance.Revise structural detail 4/S300 to design 48” deep cantilever awning.Provide structural calculation to design the connection at the footing and the concrete footing of the parking light pole to justify detail 8/A4.1. This detail shall be stamped and signed by the engineer of record.Note on the Foundation Plan(s): “Prior to calling for Foundation Inspection, the building corners shall be surveyed and staked by a California licensed Land Surveyor or qualified Civil Engineer. The survey and staking must be documented and bear the stamp and signature of the person responsible for the survey and staking. The certification document must be submitted to the Building Inspector at the time of Foundation Inspection.”Indicate the design criteria and soils parameters, name of the firm responsible for the soils report and the date and number of the report on plan.Sheet S100. Indicate the design criteria and soils parameters, name of the firm responsible for the soils report and the date and number of the report on plan.Sheet S200. Revise concrete slab-on-grade to 6” thick per soils report.Sheet S400. Revise detail A, B and C to provide 18” deep concrete footing embedment into lowest adjacent grade.Lateral AnalysisSoils report shall be updated to comply with 2019 CBC. Verify seismic parameter: Ss, S1, SMs, SM1, SDs, and SD1 with updated soils report and structural calculation page 4 and 5 and Sheet S100 to be consistent. Revise the rest of the lateral design per updated seismic parameter if seismic parameters changed. Resubmit revised calculations showing compliance.Sheet S200 and S201. Grid line B and line C. Revise required shear wall length on plan to be equal or exceed the design shear wall length. Refer to calculation page 22.Sheet S200 and S201. Grid line 3. Update shear wall type from B to C on the 10.33 feet long shear wall.Sheet S121. Detail 7. Specify maximum RTU weight = 850# in the detail.Refer to the red line set for additional corrections marked on the drawings.Soils reportRevise the project address to “5030 & 5034 West Westminster Ave”.Update soils report to comply with 2019 California Building Code. Resubmit revised report showing compliance. E.g. section 7.2 and Table No.3
The geotechnical report requires foundation excavations to be reviewed by a geotechnical engineer. Note on the foundation plan "Prior to requesting a Building Safety Division foundation inspection, the geotechnical engineer shall inspect and approve the foundation excavations." (1803)Have the consulting geotechnical engineer review and approve the foundation plans.Submit a statement from the soils engineer indicating that he/she has reviewed the foundation design and plans and found that they are in conformance with the soils report recommendations. (1803)