HomeMy WebLinkAbout273568_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:
101106217
PROJECT ADDRESS:
524 W Nineteenth St
PLAN CHECK ENGINEER:
Lee, WayneTEL:714
647-5848
EMAIL:
wlee@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
V B
OCCUPANCY CLASSIFICATION(S):
R-3, U
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
3/30/2021
INITIAL REVIEW
4/3/2021
EXPIRATION
9/26/2021
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Mathew McGrane
3.
TEL:
(562)686-4097
FAX:
VALUATION: $71,600.00
EMAIL:
labrsustainable@gmail.com
FLOOD ZONE: X-0602320163J
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.
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).
- 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.
Sheet A2.1. Safety glazing is required on two #4 windows in the master bedroom. Glazing within 24-inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the floor or walking surface shall be safety glazed. [2019 CRC R308.4.2].
Sheet A2.1. Specify manufacturer’s name and ICC approval number for skylights.
Sheet A2.1. Revise hallway to have 3 feet minimum wide between interior walls. (R311.6)
Sheet A2.1. Bedroom #2. Sleeping rooms must have a window or exterior door for an emergency exit, bottom of the clear opening not more than 44 inches above the floor, 5.7 square feet (Exception: 5.0 square feet at grade floor) of openable area, 24 inches clear opening height, 20 inches clear opening width and shall open directly into a public street, alley, yard, or exit court.
Sheet A2.3. Not less than 40 percent and not more than 50 percent of the required ventilating area is provided by ventilators located in the upper portion of the attic. (R806.2 exception 2)
Sheet A2.3. Show ventilators on the roof plan. Upper ventilators shall be located not more than 3 feet below the ridge or highest point of the space, measured vertically. (R806.2 exception 2)
Sheet A4.1. Please enlarge the utility plan. (1/4” = 1’-0” scale recommended)
STRUCTURAL
Sheet S1.2. Provide special inspection for concrete which strength is greater than 2500 psi.
Sheet S2.0 and structural calculation. When a diaphragm is idealized as flexible, the diaphragm shear force shall be distributed to the vertical resisting elements based on tributary area: (SDPWS Chapter 4)
Provide a complete and consistent grid system with grid lines for each lateral line of resistance on structural framing plans.
The tributary area on grid line 1 shall include the original tributary area in the existing house on this line of support, in addition to the tributary area from the new addition. Please revise design.
Design and provide lateral force resisting system on the edge of the diaphragm.
Sheet SD1. Refer to comments marked on the several structural details.