HomeMy WebLinkAbout319187_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:
102120395
PROJECT ADDRESS:
2123 S Park Dr
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
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
8/12/2024
INITIAL REVIEW
9/6/2024
EXPIRATION
2/8/2025
RECHECKS:
1.11/18/2024
PROJECT APPLICANT CONTACT PERSON:
2.
Jose Huizar
3.
TEL:
(714)423-4495
FAX:
VALUATION: $30,000.00
EMAIL:
joehui57@gmail.com
FLOOD ZONE: X-06059C0257J
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.DrawingsSheet 1
Provide a project description with a complete and detailed scope of work on the cover sheet of the plans.
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.Sheet Index does not match sheets provided in various ways. Sheet order is not correct, as well as sheet labels do not seem to be correct. Fix sheet index as needed.PC #2: Sheet index still does not match page order provided in submitted sets. Go through printed drawing set and ensure sheet order provided matches sheet index. (e.g. sheet 7 is after sheet 2, sheet 6 is after EC1, etc…)Title 24 conformance not found in submittal.PC #2: Comment not addressed, Title 24 Conformance not found in drawings. Please provide in drawings.Ensure all revisions done in pen are completed on resubmittal.Sheet 0Add sheet to Sheet Index.Sheet 2
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. Sheet 7Front Elevation - Verify new roofing over entry porch occurs. It is unclear if new or existing.PC #2: Elevations do not look to be accurate. Ensure elevations are accurate to site including openings, garages, roof slopes, roof elevations, etc…Rear Elevation – Provide ICC Approval # for new proposed roofing.Left Elevation – Verify if new study roof elevation is to align with existing roof. Elevation does not match Roof Plan or Section.PC #2: Elevations do not look to be accurate. Ensure elevations are accurate to site including openings, garages, roof slopes, roof elevations, etc…Sheet 3It is recommended to add shear wall along side walls at new entry square footage. Else justify which existing lateral system is to resist added load in North-South direction.Slab S1 – Use 10 mil vapor barrier minimum.Provide post installed condition for holdown at existing pad footing.Provide detail for new continuous footing at existing pad interaction.Verify existing pad footing P0 shown on plan at various locations on new study, no pad footing is shown.PC #2: Comment not addressed, P0 is still shown on Foundation Plan where no pad footing is shown. Please clarify.Detail 10/S2 reference at all holdowns does not provide HDU2 information. Please provide. Sheet 4Verify Framing Legend for framing #1, it notes to remove existing patio RR. No new RR size and spicing has been provided.Provide size and spacing of existing roof rafters if to remain to ensure existing is adequate.Provide existing header connection to wall at patio.Verify if new opening at kitchen occurs. Framing plan specifies new 4x4 header. If this is a new opening, clearly show on existing plan.Sheet 5Proposed attic ventilation calculation and location of vents do not meet code requirement for 1/300 area. No less than 40% and not more than 50% of required ventilating area is provided in the upper portion of attic. [R806.2]PC #2: Comment not addressed, proposed locations still does not meet code requirement for 1/300 vent area. Please clarify on plan if these vents are new proposed vents or existing.
Section A-A – 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) Verify if roof is continuous as shown on Roof Plan over new study. Plan does not match elevations, it is unclear intent of addition.PC #2: Specify slope at new roofing. Clearly identify where new roofing is to occur on Roof Plan.Verify if roof overhang at new study is new. New roof projection spanning within 2’-0” to 5’-0” of property line require 1-hour fire rated underside or code approved alternative. Specify on plan where required and provide detail.Verify if attic space above new study is separate from existing. If so, provide separate attic ventilation requirement check as well as separate attic access.PC #2: Comment not addressed. Attic space at new study looks to be separate from existing as shown on elevations. Sheet S2Detail 2 & 3 – Provide (2) #4 bars top and bottom at all continuous footings minimum. Sheet S3Detail 3 – Roof sheathing shown on detail does not match plans, revise as needed. Sheet 6.1Add sheet to Sheet Index. (End of Comment)