HomeMy WebLinkAbout313541_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:
101118549
PROJECT ADDRESS:
3201 S Maddock St
PLAN CHECK ENGINEER:
Ahangian, KathyTEL:714
647-5812
EMAIL:
Kahangian@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
V B
OCCUPANCY CLASSIFICATION(S):
R-3
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
3/13/2024
INITIAL REVIEW
3/23/2024
EXPIRATION
9/9/2024
RECHECKS:
1.4/21/24
PROJECT APPLICANT CONTACT PERSON:
2.
Leydi Gomez
3.
TEL:
(714)366-2195
FAX:
VALUATION: $80,000
EMAIL:
alangomez123@yahoo.com
FLOOD ZONE: X-0602320259J
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 3corrected sets of plans.Meetings between the project applicant/designer and the plan reviewer shall be by appointment only. Please call (714) 647-5812 for an appointment.
Please see corrections on submitted plans. Red marked set must be returned with revised plans. Plans resubmitted without the red markup set may result in delayed review time and additional plancheck fees.
This review does not include mechanical, plumbing or electrical work. Separate plans, applications, fees, plan checks, and permits are required for mechanical, plumbing, and electrical work. Call 647-5800 for information.
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).
- Proof of Worker's Compensation Insurance shall be required at the time of permit issuance.
- School District Compliance Certificate; and a copy of the building permit application, signed by
the plan check engineer, shall be required by the School District to verify the scope of the work.Show location of heating equipment on the plans. (CRC R303.8)Ok 4/21/24Fireblocking is required in concealed spaces 10’ o.c. horizontal, vertically at the ceiling and floor levels, connections between horizontal and vertical spaces, concealed spaces between stair and landing, openings around vents, pipes, ducts, cables, wires, chimneys and fireplaces. (CRC R302.11)Ok 4/21/24Clearly show on the plans how second floor lateral loads are transferred to first floor shear walls.
Detail the shear transfer connections which transfer lateral forces from horizontal diaphragms through intermediate elements and shear walls to the foundation. (1603)Studs in bearing walls are limited to 10 ft in height unless an approved design is submitted. CRC Table R602.3(5) Please see red mark.Ok 4/21/24Provide details for retrofit shear and tension anchor bolts on plans. Provide calculations as needed Ok 4/21/24Provide detail to prevent hinges at the gable end.Ok 4/21/24
Provide detail for the post from the 2nd floor over the floor beam. Detail 23/S2, referenced on sheet S2, is not provided.Ok 4/21/24Please provide the size for beam number 8 per calculation.Pending 4/21/24 please show 7x11 ¼ + (1) 2x12, per calculation with bolting/nailing detail.
Provide beam ID from the calculation on the framing plan.
8x beam is resting over 6x6 post?Pending 4/21/24, provide on both sides of beam.
Provide shear transfer detail from the first floor roof to the 2nd floor wall and to the footing.Pending 4/21/24, please see comment # 24.
It appears the bearing wall that removed from under 2nd floor wall was a shear wall please show how the seismic load will be transferred from the 2nd floor diaphragm to the foundation . (North /West) provide drag with details if required.Pending 4/21/24, please see comment # 24.
Detail 28/ S4on N-W does not match the location, since the wall and the roof are not at the same height, please revise accordingly.Ok 4/21/24
Please fill out attached SB-407 and copy it on the drawings. Ok 4/21/24
4/21/24
On detail 21/S4, Provide floor nailing schedule to show how the lateral load from the 2nd floor shear wall going to floor diaphragm and to the first floor shear wall.