HomeMy WebLinkAbout298370_1_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:
101113855
PROJECT ADDRESS:
1605 N Baker St Unit# 2
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
2/13/2023
INITIAL REVIEW
4/5/2023
EXPIRATION
8/12/2023
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Dale Knudtson
3.
TEL:
(714)402-4777
FAX:
VALUATION: $114,000.00
EMAIL:
casadedale@gmail.com
FLOOD ZONE: X-0602320144J
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.
5. The applicant shall obtain clearances/approvals for the following, 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.DrawingsAll sheets shall be signed by the designer.DrawingsSheet A1.0
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. MEP are subject to building field inspection.Provide new lot coverage area ratio.Add existing free standing patio demo to scope of work.Sheet A2.0Please contact your assigned Planner regarding tankless water heater and condenser requirements. Tankless water heater outside shall be fully enclosed. Fix Floor Plan Legend wall hatches, they do not currently match the floor plans.Verify if there is a new door at bedroom.Sheet A3.0Provide dimension to bottom of egress windows on elevations.Note 2 – New roofing information shall be provided including type, class, and ICC ESR # for proposed roofing. Noting to match existing does not suffice. Note 6 – Provide proposed attic ventilation and area to be used in comparison to required. Provide roof projection dimension on elevations or plans.Sheet S1.0Provide post information including size and top/bottom connection for post at patio supporting Hip beam. Please add holdowns at all braced wall panel ends.Please specify 10mil vapor barrier minimum.Provide epoxy information at dowels between new and existing slab including type and ICC ESR #.Provide interior non-bearing wall top/bottom connection details. Ensure top connection does not bear load, this can be accomplished via slip connections and gap or alternative.Existing garage lateral system shall be noted at shared wall and to be verified in field. Exterior stucco was commonly used as lateral system in older houses, removal of stucco as noted could potentially remove the lateral system. Else provide calculations for new shear wall along wall to support both ADU and existing garage mass. Provide Braced Panel at plan Northeast corner adjacent to existing garage. See comment #18 above prior to adding Braced Panel.Provide detail where hip beams connect to ridge. Hip beams shall be detailed and designed accordingly to ensure adequate load path (R802.4.3)Provide roof sheathing information on plan including size and nailing.Maximum Braced Panel spacing is 25’-0”, 26’-0” cannot be used without interior bracing. 4’-0” Braced Panel on plan West wall spans into bathroom opening, revise as needed.Sheet S2.0Detail 7 & 8 – Please use 10mil vapor barrier minimumDetail 8 – Clarify plywood note specifying plywood under stucco shear panel between walls.Detail 9 – See comment #14 in regards to holdowns, revise note in detail.(End of Comment)