HomeMy WebLinkAbout328876_3_Corrections.docxRESIDENTIAL PLAN CHECK
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:
101123586
PROJECT ADDRESS:
500 N Bush St
PLAN CHECK ENGINEER:
Lee, WayneTEL:714
647-5848
EMAIL:
wlee@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
I A, SPK
OCCUPANCY CLASSIFICATION(S):
S-2
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
5/5/2025
INITIAL REVIEW
6/10/2025
EXPIRATION
11/1/2025
RECHECKS:
1.10/14/2025
PROJECT APPLICANT CONTACT PERSON:
2.12/16/2025
Devon Snyder
3.
TEL:
(714)654-6440
FAX:
VALUATION: $90,000.00
EMAIL:
devon@superiorawning.com
FLOOD ZONE: X-06059C0276J
Note: Numbers in parenthesis (unless otherwise noted) refer to code sections of the 2022 California Residential Code (CRC); 2022 California Building Code (CBC); CMC = 2022 California Mechanical Code; CPC = 2022 California Plumbing Code; CEC = 2022 California Electrical Code; T = Table; ICC = International Code Council.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.Meetings between the project applicant/designer and the plan reviewer shall be by appointment only. Please call (714) for an appointment.All items noted on this plan check report must be addressed.
This review does not include mechanical, plumbing or electrical work. Separate plans, applications, fees, plan checks, and permits are required for mechanical, plumbing, 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.
- Public Works Agency approval (647-5039).
PLAN CHECK COMMENTS
All drawings and supporting documents shall be prepared, stamped, and signed by a California licensed architect or registered professional engineer. (CRC R301.1.3, CBC 107.1 and 107.3.4.1). Please remove “structural only” on stamps.E.g. architectural sheets are design, stamped, signed and dated by a licensed architect and structural sheets are design, stamped, signed and dated by a registered civil/structural engineer)
Provide drawing title on each title block and match the description on the sheet index on sheet T.
Note the deferred submittal items on the cover sheet (e.g. Fire-sprinklered system).
The addition of the canopy shall have type of construction and have fire-sprinkered system match existing apartment building. On sheet T, plan shows type V-B is incorrect. Please revise.
Building Division response: Building record shows the first floor is type I-A construction. Revise type of construction to type I-A in the scope of work.
Provide building Info on the cover sheet. Show both existing apartment and proposed canopy separately:
Occupancy group:
Construction type (s):
Total area and aggregate areas:
Number of stories:
Occupant Load (s):
Fire Sprinkler – type:
Show north arrow on the site plan.
Show fire-separation distance on the site plan. The distance shall be measured at right angles from the face of the wall or face of columns to the closest interior lot line. (CBC Chapter 2 definition: Fire separation distance)
Provide fire resistive rated wall construction for walls or columns that have less than 5 feet fire separation distance from property lines per Table 705.5 of the California Building Code. Also fire resistive rated eaves and parapets may be required per Section 705.2 and Section 705.11 respectively. Please verify the fire separation distance at the rear of the canopy to the nearest lot line to comply with the requirement states in this comment. (FSD<5 feet, no openings allowed)
Building Division response:Provide 1-hour fire wall design above the CMU wall including the 30” parapet. The material shall be non-combustible. Provide fire rated assembly details and structural design on plan. This is part of the review and cannot be deferred.
Provide parapet on the canopy and comply with CBC Section 705.11.
Provide architectural elevations of the canopy.
Provide dimensioned architectural roof plan of the canopy. Show overhangs, parapets, slope, covering material with ICC approved number and any roof top equipment (if applicable).
The canopy design must comply with Type 1-A in CBC Chapter 6. The building elements shall have a fire-resistance rating not less than that specified in Table 601 and exterior walls shall have a fire-resistance rating not less than that specified in Table 705.5. Provide fire protection assembly details on plan for structural elements listed in Table 601.
Building Division response: Protection detail is not provided.
2-hours fire protection is required for primary structure members (CBC Ch2 definition): beams, columns and members with direct connection to columns. Protection method shall be in accordance with CBC Ch7 or per tested and approved detail by third party (e.g. Gypsum Manual). Provide fire protection details with test detail number on plan.
1.5-hours fire protection is required for roof construction and associated secondary structure members (CBC Ch2 definition). Protection method shall be in accordance with CBC Ch7 or per tested and approved detail by third party (e.g. Gypsum Manual). Provide fire protection details with test detail number on plan.
Provide egress analysis. Justify and show on plan that the proposed canopy is not adjacent to any existing apartment or garage exit door. Clarify that the proposed canopy is not located on the existing site egress route from apartment to Public Street. Show justification on plan.
Building Division response: Please print sheet AS-2 darker and visible. Please ensure the egress plan is dimensioned to scale.
STRUCTURAL
Firmly stapled all pages of structural calculation.
Provide page number and table of content in the structural calculation.
The seismic analysis shows R=1.25, provide cantilever footing design and detail to support lateral force. Provide calculation and footing details on plan.
Due to incompletion and potential significant changes on the canopy design, please update current structural design, plans and calculation accordingly. Further structural review will be performed in the future review.
Building Division response:
Sheet S-2. Please revise the drawings to better distinguish the structural members from one another, as they currently appear similar on the framing plan. Use different line types or line weights rather than relying on color variations.
Sheet S-2. Please identify the bearing beams located between the columns and ledgers thatsupport the roof trusses.
Detail A/S-1. Design and specify steel ledgers on plan.
Detail C/S-1. Design and specify steel beams on plan.
END OF COMMENTS