HomeMy WebLinkAbout270077_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:
101105195 - 96
PROJECT ADDRESS:
2730 W Strawberry Ln
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
11/10/2020
INITIAL REVIEW
12/18/2020
EXPIRATION
5/9/2021
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Minh Tran
3.
TEL:
(714)726-5175
FAX:
VALUATION: $600,000.00
EMAIL:
minhvantran10@yahoo.com
FLOOD ZONE: X-0602320143J
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.General and Instruction: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.
- 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).
-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.
-Grading Permit. Application is made through the Building Safety Division (647-5800) and the
plan review is by the Public Works Agency (647-5039).
Sheet T-1:
Please revise plan to include the half address (2730 1/2 Strawberry Ln) for the ADU. Apply to all sheets.
Project Information: Please specify the buildings are sprinkler.
Building Data: Please include the area of the Porch and Patio.
Deferred Submittal: Please specify the minimum size (KW) of the PV system to be installed. Coordinate with Title 24 calculation.
Final plans shall be signed and dated by the engineer of record. Apply to all sheets.
Sheet A-0:
Please make note to reference to Grading Plans for Site Drainage information.
Sheet A-1: First Floor Plan
BBQ shall not be located under a combustible construction. Provided a listed BBQ that’s listed to be used under a combustible construction cover.
Kitchen Island: Please provide an electrical receptacle outlet at the island.
Note #50: For clarity, please specify whole-house vent.
Energy Requirement notes 1 through 8: Notes are not up to date. Please revise notes to show compliance with the Lighting Measures of the 2019 California Energy Code.
Sheet A-2: Second Floor Plan
Detail 6/A-9 referenced for the stairway was not applicable. Please revise detail reference to detail 5/A-9 for stairway.
Sheet A-3: ADU Floor Plan
Window 22 at bedroom 2 was not a egress window – please omit “egress window” note.
Please provide receptacle at least one outlet at the patio, front porch and at rear of the building.
Note #50: For clarity, please specify Whole-house vent.
Please specify the change in elevation (step) in the garage.
Provide receptacle outlet at the kitchen island.
Energy Requirement notes 1 through 8: Notes are not up to date. Please revise notes to show compliance with the Lighting Measures of the 2019 California Energy Code.
Sheet A-4 & A-5: Building Elevation and Sections
Please specify radiant barrier is required in the attic space.
Elevations: Please specify header height.
Section A-A: for clarity, please make reference note #10 to both walls and ceiling.
ADU Section A-A: for clarity, please make reference note #10 to both walls and ceiling.
Sheet A-6:
Window Schedule: Please revise remark note to specify U factor of 0.30 and SHGC of 0.21 (match Title 24 calculation).
Structural Review Comments:
Sheet S-7, ADU
Sheet S-7: For clarity, please show lines to indicate shear wall panels.
Provide lateral support for the front porch.
Sheet S-6, Main house roof framing
Structural calculation: Please provide a schematic plan with beam ID and shear wall location so that it can be easily located and followed.
On the plan, please provide 4x14 hips, per calculation.
On the plan, please show lines to indicate shear wall panels so that it can be easily located on the plan.
Please show/provide gridlines on both directions so it can be easily referenced.
Please provide detail to show attachment of double and triple members (beams).
Provide details to show transfer of lateral loads from roof diaphragm to interior shear walls.
Beam RB2: Please include points loads from both hip beams.
Provide horizontal strap at north wall of bedroom 2.
Sheet S-5, Main house Floor framing plan
Please provide gridlines on both direction for future references.
Please show lines to indicate shear wall panels so that it can be easily located on the plan.
Please provide detail to show floor beams supporting floor joists.
Please provide floor beam to support point loads from the roof framing above. Please coordinate and align all bearing locations from roof framing above.
Floor joists: per structural calculation double floor joists are required for FJ3. Please coordinate and revise plan accordingly.
Provide lateral support for the rear patio cover. Provide calculation and details.
Provide details to show transfer of lateral loads from diaphragm to shear walls (at interior and exterior shear walls).
Floor diaphragm opening: Please provide lateral support along beam B7 & B8.
Over family room: Please provide blockings and align framing to support shear wall above.
Where 2nd story shear wall and 1st story shear wall does not align, supporting members shall be designed with seismic forces and omega factor (overstrength factor).
Floor diaphragm and low roof diaphragm (vertical discontinuity): Please provide calculation and details for shear transfer from the floor and diaphragm to adjacent shear wall panels in accordance with Section 12.3.3.4, ASCE7-16. Revise detail 11/S3 and 20/S2 as necessary.
Foundation Plans
Please submit foundation plans and details to the geotechnical engineer for review and approval. The foundation plans should be “review” stamp by the geotechnical engineer of record for general conformance with the soil report recommendation.