HomeMy WebLinkAbout269535_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:
101105035
PROJECT ADDRESS:
1678 W Brook St
PLAN CHECK ENGINEER:
Le, TungTEL:714
647-5896
EMAIL:
Tle10@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
V B
OCCUPANCY CLASSIFICATION(S):
R-3, U
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
10/22/2020
INITIAL REVIEW
12/3/2020
EXPIRATION
4/20/2021
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Victor Bejarano
3.
TEL:
(949)212-1923
FAX:
VALUATION: $175,000.00
EMAIL:
vmbdesign@aol.com
FLOOD ZONE: X-0602320257J
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 3corrected sets of plans.
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.
-Police Department approval on the corrected/final set of drawings (647-5840).
-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.
Sheet A-1:
There are too many information provided on the site plan. For clarity, please provide additional site plan just show the property lines, building layout, existing construction and new construction. Clearly distinguish existing vs. new construction (additions) by either shade the area of additions.
Duplicate information from Demo plan A0-1 may be omit for clarity.
Sheet A-3:
Attic calculation areas referenced to sheet A-2 was not applicable. Please coordinate and revise plan accordingly.
Wall Legend: Please coordinate the wall to be remove wall legend with wall below as showed on the floor plan. For clarity, please differentiate wall to be removed and wall below.
Sheet A-4:
Keynote #11 – Please specify radiant barrier is required.
North Elevation: Please coordinate low roof with the window sill. The window sill should be located above the lower roof line and recommended to be well above the roof line to keep rain water not enter into the window opening.
Sheet A-7:
Building Section C: Please coordinate with low roof line with the window opening see Sheet A-4 comment #2 above.
Building Section D: Beam above garage – This beam is supporting the floor separating between garage and living space. Therefore, the beam and its support shall be wrapped with 5/8” type ‘X’ gypsum board. Please show details for beam and posts that supporting the beam.
Sheet E-1 & E-2:
Please provide/show whole-house fan.
Structural Review Comments:
Sheet S-3: Please specify full height stud wall at wall adjacent to stairway.
Sheet S-3: Full height shear wall is required at exterior wall adjacent to the stairway. See first floor framing plan.
Truss by other: On the plan, please specify spacing of roof truss.
Sheet S-2: First Floor
Please show/provide shear wall at wall line SW-E.
At line SW-E: Please provide drag strap between 4x10 header to wall.
Please provide drag strap between BM-1, at the left of wall line SW-4, to wall.
Please provide detail to show shear transfer between 2nd floor wall to lower roof diaphragm (at BM 4x12)
Lateral resisting system should be provided at the front of garage. Please provide HFX at front garage wall.
Shear wall should be provided at the exterior wall of the stairway.
Sheet S-1: Foundation
Please show shear wall and holddown at exterior wall of stairway.
Show/provide HFX at garage front wall.
Detail 12/SD-1 & 8/SD-1: Please revise detail to provide minimum 8” separation between exposed earth and wood post.