HomeMy WebLinkAbout283654_2_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:
101109286
PROJECT ADDRESS:
333 E Pomona 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
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
1/28/2022
INITIAL REVIEW
2/16/2022
EXPIRATION
7/27/2022
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Sam Parsi
3.
TEL:
(949)489-9392
FAX:
VALUATION: $15,000.00
EMAIL:
domusplans@gmail.com
FLOOD ZONE: X-0602320276J
Note: Numbers in parenthesis (unless otherwise noted) refer to code sections of the 2019 California Residential Code (CRC); 2019 California Building Code (CBC); CMC = 2019 California Mechanical Code; CPC = 2019 California Plumbing Code; CEC = 2019 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, 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).
☐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. These may be picked up at Building and Planning department at applicants’ discretion.DrawingsSheet C1Revise construction type to VB.Add # of sheets in Legal Descriptions.Add Flood Zone - X in Legal Descriptions.Revise current codes to 2019 codes.Provide all drainage on plan including slopes and direction of travel.Sheet A.1Verify if dashed walls are intended to be demo’ed in Existing & Demolition Floor Plan. Revise to match legend type as required.Provide window and door schedule for new window and doors.Provide (E) Window size in (E) Bedroom on west side of structure to ensure emergency egress with one window being filled. Provide new or verify existing lighting in the (E) Kitchen and adjacent room. New living space will be preventing natural light into (E) kitchen. Verify if hand marked up wall between (E) Living area and (E) Kitchen is to be demo’ed. Add to demolition floor plan as required.Sheet A-2Verify detail callout 3/A.3 on Section A-A. Detail does not seem to match provided, provide new CA roof framing details.Sheet A.3Note on plan: Mechanical, electrical and plumbing are not part of this plan review and approval. MEP are subject to building field inspection.Detail 2 – Provide eave dimension on plan or detail.Sheet T24Revise Low Rise Residential Mandatory Measures Summary references to 2019.Update Certification of Compliance form CF1R to 2019 standards.Sheet S-1Revise Code references to 2019 CBC and ASCE 7-16 in Design Criteria. Update code references in all other notes as needed.Add Seismic Design Criteria to design criteria.Remove repeated design criteria.Sheet S-2Welded wire mesh shall be equivalent to #4 bars @ 18”ocea way. Verify WWM steel area, revise as needed or replace with rebar.Verify if hatched perimeter adjacent to existing structure and existing garage is new foundation or thickened slab. Provide detail for new infill wall.Provide existing shear wall information and note to VIF in field, else provide new shear wall if intending to use as lateral resistance for new roof. This includes the existing structure wall and all existing garage walls used in design.Provide new shear wall length in existing structure wall.Provide adequate drag into existing structure to ensure transfer to offset perimeter walls in existing structure.Provide details for new post top and bottom connections.Provide detail for new 4x14 beam in existing kitchen. Verify if supporting existing roof rafters. Provide new header in existing studio.Provide details for removed wall between existing living room and kitchen. See comment #10.Sheet SD-1Detail 1 – Add dimension showing bottom of new foundation to be embedded 18” min from lowest adjacent grade.Detail 1 – Minimum rebar in new foundation is (2) #4 bars top and bottom.Detail 1 - Thick hatch and water proofing is unclear, please either fix or clarify end of new slab and foundation.Detail 1 - Add depth dimension for concrete popout at bottom of new footing.Detail 2 – Reference detail on plan where needed.Detail 5 – Call out all nailing in shear transfer CalculationsRevise calculations to meet 2019 CBC.Lateral Analysis – Using Line A to take entire new area load is not acceptable. Line B will see diaphragm load and must be either resisted by new LFRS or existing shear walls. Revise calculations to identify load path and resistance at Line B.(End of Comment)