HomeMy WebLinkAbout329844_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:
101123878
PROJECT ADDRESS:
5301 W Third St
PLAN CHECK ENGINEER:
Lo, JonathanTEL:714
647-5822
EMAIL:
Jlo@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
V B
OCCUPANCY CLASSIFICATION(S):
R-3, U
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
8/7/2025
INITIAL REVIEW
9/10/2025
EXPIRATION
2/3/2026
RECHECKS:
1.11/14/2025
PROJECT APPLICANT CONTACT PERSON:
2.12/24/2025
Israel Hernandez
3.
TEL:
(714)928-3832
FAX:
VALUATION: $45,000.00
EMAIL:
hendezdrafting@gmail.com
FLOOD ZONE: A-06059C0252J
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 corrected sets of plans.Meetings between the project applicant/designer and the plan reviewer shall be by appointment only. Please call (714) 647-5822 for an appointment.
The applicant shall obtain clearances/approvals for the following after obtaining approval from Building and Safety Division, prior to building permit issuance (CHECKED BOXES REQUIRED ONLY):
☒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).
☐Fire Department approval on the corrected/final set of drawings (647-5839 or 647-5700).
☐Police Department approval on the corrected/final set of drawings (647-5840).
☒School District Approval; and a copy of the school fee worksheet, completed by the plan check engineer, shall be required by the School District to verify the scope of the work.
☐Proof of Worker's Compensation Insurance shall be required at the time of permit issuance.
☐Grading Permit. Application is made through the Building Safety Division (647-5800) and the plan review is by the Public Works Agency (647-5039).Comments have been provided on drawing and calculation hard copies in relation to all comments below. Applicant must pick up red marked sets from city prior to resubmittal and return marked up set with resubmittal.DocumentationElevation Certificate – Base Flood Elevation (BFE) shall be provided to ensure proposed addition is at least 1’-0” higher than BFE, or provide existing Letter of Map Amendment (LOMA) for existing house if obtained. Current Elevation Certificate does not suffice.PC #2: Comment not addressed. Base flood elevation shall be determined and new addition shall be 1’-0” higher than determined elevation prior to approval. If existing house floor elevation is deemed lower than base flood elevation, permit may not be provided without raising existing floor. PC #3: Comment still not addressed. Comment is not a note, the base flood elevation shall be determined prior to approval. The provided Elevation Certificate shall have the determined Base Flood Elevation specified as well as proposed finish floor elevation.DrawingsSheet 1
This project is in a special flood hazard area designated on the flood insurance rate map (FIRM) as zone A or AE. 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 zone, or at (or above) the base flood elevation specified for the AE zone, on 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."
Provide the following design data on the first sheet (R106.1.1)
☐Sheet Index
☐Occupancy groups (R-3/U)
☐Type of construction (V-B)
☐Automatic Fire Sprinkler (YES or NO)
☐Number of stories.
☐Flood Zone: X
☒Flood Zone: A
☐Flood Zone: AE
☐Floor area per occupancy group, including the existing structure(s)
☐Construction shall comply with the 2022 CRC, CBC, CPC, CMC, CEC, California Green Building Code, and California Energy Efficiency Standards Code editions.
Note on plan: Mechanical, electrical and plumbing are not part of this plan review and approval. The Building and Safety Division plan review does not include potential electrical, water, or gas revisions required by any non-city utility company. It is solely on the contractor to ensure proposed addition or alteration can and will meet utility company requirements. MEP are subject to building field inspection.Revise scope of work to be more descriptive to proposed work, including additional square footage to house and garage. Verify New Proposed Addition square footage in Project summary with plan, number does not match.Please split new square footage information between new house addition and garage addition in Project Summary.Please ensure page order in printed drawing set matches table of contents. Various sheets are placed out of order.Label PL on Site Plan.Coordinate with structural regarding roof projection. Structural details specify 24” max roof projection. Roof projection spanning between 2’-0” to 5’-0” from PL requires 1-hour fire rated underside. Specify on plan if required and provide detail for proposed system.Roof projection not allowed less than 2’-0” from PL or over PL. Please revise left side of Garage to disallow any roof projection along that side.Sheet 2
Provide a Site Drainage plan with the following information, but not limited to:
Drainage slopes and flow patterns
Drainage system such as swales, french drains, water collection and disposal system, etc. Sheet 3
Means of egress / Doors – (R311)
☒On the plan, provide a landing or floor on each side of each exterior door. Landing shall have width of not less than the door served and a minimum of 36” measured in the direction of travel.
☒Landing shall not be 1 ½” lower than the top of the threshold when doors swing over the landing or floor; otherwise, landing can be 7 ¾” maximum lower than the top of the threshold.
Dwelling/garage separation –
☒Wall between garage/carport and dwelling – Provide minimum 1/2-inch gypsum board on the garage side; extended from foundation to the roof sheathing. (R302.6) PC #2: Comment not addressed, information not found on plans, please verify.
Attic access and Ventilations –
☒Show location(s) of 22" x 30" attic access with 30" minimum clear headroom. (R807.1) On the plan, please specify U-factor (0.3 max) and SHGC (0.23 max) for building fenestration, per Title 24 calculation. Provide window labels on plan at new and existing windows.Sheet 4Provide carbon monoxide alarm directly outside vicinity of bedrooms.Sheet 5Coordinate with structural if garage attic space is fully separated from main house. Structural details show full height wall between garage and house. If attic space is separated, provide attic ventilation calculation for each individual attic space. Provide attic access to each separated attic space where required.Sheet 6Fix text and clarify some text items provided on Building Sections. Dimensions seem to not be correctly text.PC #2: Text still looks to be incorrect. A lot of fractions are still shown as P/P. Please ensure all text is correctly printed prior to resubmittal.Enlarge text in Section Views, notes are hard to read.
Detail corrosion–resistant weep screed minimum of 4” above the earth or 2” above paved areas. (R703.7.2.1)
Under-floor access and ventilation
☒Where addition is being attached to existing structure with raised floor, specify where existing ventilation and entrance occurs on plans or elevations. Any existing entrance or ventilation covered by new addition shall be replaced in kind or better. New entrances or ventilations shall be calculated and specified on plans or elevations.
PC #2: Comment not fully addressed. Crawl space ventilation calculation provided for new addition does not take into consideration any existing crawl space ventilation removed. If crawlspace is completely separate between existing and addition, ensure adequate ventilation exists for existing square footage. Else ensure total new crawlspace ventilation is adequate for new total square footage.Section View A – Verify soil shown on underside of raised floor.Verify roofing type and ICC shown on Elevations and notes, they do not match. PC #2: Different roofing is still shown on west elevation.PC #3: Comment not addressed, different roofing noted on west elevation still shown. Sheet 8Green Standard Code shall be updated to March 2025 version and completed by applicant. Sheet S-1New interior continuous footing shall be doweled to existing footing. Reference dowel detail on Foundation Plan. Sheet S-2Identify between new and existing walls on Plan to match hatch type shown in Symbol Legend.Add strap between new addition and existing exterior wall and re-entrant corner.Provide detail for CJ bearing on new interior wall.PC #2: Provide detail for non-load bearing wall connections. Ensure completely non-load bearing.Provide beam size and calculation for beam between playroom and dining room acting as ceiling joist support.Verify 4x4 header beam is adequate between kitchen and dining room, there is no size provided.Sheet SD-2See comment #10. (End of Comment)