HomeMy WebLinkAbout293453_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:
101112245
PROJECT ADDRESS:
2069 S Garnsey 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
10/4/2022
INITIAL REVIEW
11/4/2022
EXPIRATION
4/2/2023
RECHECKS:
1.1/23/2023
PROJECT APPLICANT CONTACT PERSON:
2.
Brenda Gutierrez
3.
TEL:
(714)306-5409
FAX:
VALUATION: $50,000.00
EMAIL:
brenda.e.gutierrez@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.
5. 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 A2.0Note on plan: Mechanical, electrical and plumbing are not part of this plan review and approval. MEP are subject to building field inspection.Provide detail for 1-hour fire rated wall system (Proposed Key Note 3) specifying actual rated system. Specify 100CFM min for new kitchen range hood (Proposed Key Note 21)Provide reference for window and door schedule on plans, notes, or legends for clarity.Provide carbon monoxide alarm in direct vicinity outside bedroom.Provide exhaust fan in new ADU bathroom.Sheet A3.0Eave along plan East side of ADU adjacent to property line is not permitted. Existing eave shall be demo’ed. Sheet S0.0Coordinate Seismic parameters with calculations, drawings do not match.Sheet S0.1Please provide detail labels/titles for clarity.Sheet S1.0Specify location of floor diaphragm shown in notes or remove if not applicable.Provide detail for bottom of non-bearing wall connections. Sheet S2.0Provide framing detail around new 16” dia skylight.Verify detail 3 referenced and used, current roof framing and slope look to be eaves at all sides. Detail shall be accurate to actual condition with accurate shear transfer at shear walls.Provide detail for new ceiling joist at existing eave connection where new ceiling joist occur, fastening schedule alone is not sufficient.Provide detail for new ceiling joist to new wall or ceiling joist beam. Provide (N) 4x headers specified on plan without size.Provide calculation for existing 2x4 @ 24”oc roof framing with added insulation and ceiling load, or verify if ceiling is existing on drawings.Provide detail for end connections of RR1 around skylight.RB2 – Beam design in calculation uses DF #1 grade, revise drawings to match. PC #2: RB2 still shows DF #2 on drawings, calculations were designed for DF #1.CalculationsRoof Rafter 1 – Justify loading on new roof rafter. Skylight loading as well as larger trib width shall be taken into consideration. Revise as needed.PC #2: Response not adequate. Roof Rafters around skylight do not get just 24” trib and shall be designed with correct load path. Also, verify if roof rafter on sides of skylight are intended to be double per detail or single joist per plan.(End of Comment)