HomeMy WebLinkAbout334416_3_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:
101125280
PROJECT ADDRESS:
838 E McFadden Ave
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
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
10/15/2025
INITIAL REVIEW
11/4/2025
EXPIRATION
4/13/2026
RECHECKS:
1.01/15/2026
PROJECT APPLICANT CONTACT PERSON:
2.
Sumie Tanaka
3.
TEL:
(949)278-0252
FAX:
VALUATION: $25,000.00
EMAIL:
info@ohtaniconsturction.com
FLOOD ZONE: X-06059C0276J
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.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.The drawings/information submitted for Building Safety Division review is incomplete. The applicant shall, prior to resubmitting, complete all construction documents to show compliance with the 2022 California Building Standards Code with local amendments and to clearly indicate the scope of work under this building permit application. There may be additional requirements when complete construction drawings and supporting data is submitted for Building Safety Division review.- Structural framing, foundation plans, structural calculation signed, dated and stamped are required by a licensed professional civil engineer or a licensed architect.
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.All persons preparing plans for others shall sign those plans. Business and Professions Code Chapter 3, Division 3, Section 5536.1 (a).
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).PLAN CHECK COMMENTS
Sheet 1. Show and label site perimeter lot lines on the site plan.Building Division 2nd review response: Please add note or label all lot lines on the siteplan.
Sheet 1. Show unpermitted structure to be demolished on the site plan including dimensions and square footage.
Sheet 1. Add “Remove unpermitted structure” into the scope of work description on the cover sheet per permit application.
Sheet 2. Show roof overhang dimensions on all sides of the garage.
Sheet 2. Reduce roof overhang on the south and east side not to exceed 4 inches. (CRC R302.1)
Sheet 2. Show (4) soffit eave vents on the roof plan.
Building Division 2nd review response: (2) eave vents located within 3 feet of the east lot lineare not allowed. Please relocate them to the other side of the eave or using different type of attic space ventilators.
Sheet 1. The architect or engineer of record shall list all deferred submittals on the cover sheet. (e.g. roof truss) Deferred submittals require prior approval of the Building Official. Provide a note on the plan: “Deferred submittals to be reviewed by project architect or engineer of record and certified prior to submittal for plan review.” A separate plan review and fee will be required for deferred submittal items.
Provide project address on the title block on each submitted drawing. E.g. missing address on sheet TD.
STRUCTURAL
The existing structure must be inspected by a licensed civil engineer to evaluate the structure integrity of vertical and lateral load supporting system affected by fire damage. Clearly indicate the repair work on the drawings. Identify (N) new structural members to be installed and (E) existing structural members to remain on plans with connection details. Note that there is not addressed any repair work on the lateral support system submitted.Note that submitted structural design is unclear. New comments may apply after next review.
Building Division 2nd review response: Refer to updated architectural roof plan on sheet 2, reduce overhang dimensions on plan due to the fire separation requirements. Please also inform the truss design professionals to update their truss design package. Please review truss design and approve it before submitting to Building Division on next review.
Please provide structural framing, foundation, and shear transfer / connection detail plans, structural calculation. They are required to be signed, dated and stamped by a licensed professional civil engineer or a licensed architect.
Building Division 2nd review response: Refer to detail 13/SD-1. Please address following comments:
Please provide ICC number for the epoxy material and special inspection for the post-installed anchor installation.
Please specify minimum edge distance from the anchor bolt to the concrete edge.
The DTT2Z per Simpson is for deck structural connection, please revise to specify correct type of holdown apply to the existing concrete footing.
Please specify anchor bolts to support holdown uplift force. The detail shows #5 rebar appears not suitable. Please refer to manufacturer and ICC report to provide acceptable anchoring means.
Please justify if the 7” embedment for the proposed anchor bolt is adequate. Provide calculation to verify the design.
The design loads and other information pertinent to the structural design required by Sections 1603.1.1 through 1603.1.9 shall be indicated on the plans.
Provide complete material notes and specifications on the plans.
Trusses – provide the following notes on the plans:
Submit two (2) sets of truss calculations and plans to the city for separate plan check.
The truss calculations and plans shall include review of roof, mechanical and lateral loads (chord/strut & brace loads); also include review of top chord and bottom chord for axial + flexure between panel joints.
The truss calculations and plans shall be stamped and signed (include expiration date) by a licensed civil/structural engineer.
The truss plans shall be “review stamped” and signed by the Registered Design Professional of Record.
Building Division 2nd review response: The truss design is added and submitted during the 2nd review plan check. Please comply the following on the truss plans:
Please reduce the roof overhang length due to the fire separation requirement. The overhang dimensions are called out on bothupated architectural roof plan and structural roof framing plan. The truss profile shall match them.
The truss plans shall be “review stamped” and signed by the Registered Design Professional of Record, Mohamad Nabil Shahbander, PE C61250, who is in responsible charge of the garage structural design. Please update truss design.
Provide shear wall schedule on plan.
Provide a shear wall schedule on the plans and specify the maximum design shear load for each shear wall type. Limit the design shear wall loads to those allowed by Code. Clearly indicate on the plans all plywood and drywall shear walls.
Detail 1/sheet 3 does not apply to existing footing condition. Please clarify.
END OF COMMENTS