HomeMy WebLinkAbout329799_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:
101123863
PROJECT ADDRESS:
2426 W Marty Ln
PLAN CHECK ENGINEER:
Lo, JonathanTEL:714
647-5822
EMAIL:
Jlo@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
V B
OCCUPANCY CLASSIFICATION(S):
R-3, U
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
6/3/2025
INITIAL REVIEW
6/15/2025
EXPIRATION
11/30/2025
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Gonzalo Guillen
3.
TEL:
(714)227-1189
FAX:
(714)667-0892
VALUATION: $125,000.00
EMAIL:
gplanos@sbcglobal.net
FLOOD ZONE: X-06059C0144J
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 corrected sets of plans.Meetings between the project applicant/designer and the plan reviewer shall be by appointment only. Please call (714) 647-5822 for an appointment.
The applicant shall obtain clearances/approvals for the following after obtaining approval from Building and Safety Division, prior to building permit issuance (CHECKED BOXES REQUIRED ONLY):
☒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).
☐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).
☒School District Approval; and a copy of the school fee worksheet, completed by the plan check engineer, shall be required by the School District to verify the scope of the work.
☐Proof of Worker's Compensation Insurance shall be required at the time of permit issuance.
☐Grading Permit. Application is made through the Building Safety Division (647-5800) and the plan review is by the Public Works Agency (647-5039).Comments have been provided on drawing and calculation hard copies in relation to all comments below. Applicant must pick up red marked sets from city prior to resubmittal and return marked up set with resubmittal.DrawingsSheet A1Add all 1st floor remodeling scope to Scope of Work, including window replacements, windows, etc.. only scope shown is adding stairs.
Add the following on the plan:
Deferred Trusses –
Submit two (2) sets of truss calculations and plans to the city for 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, signed and dated by a licensed civil/structural engineer.
The truss plans shall be “review stamped” and “wet” signed by the engineer of record.Sheet A3Revise note at stairs to 7 ¾ in riser max.Sheet A4Verify 15”min dimension found on Roof Plan. Sheet A10July 2024 Supplemental version for Green Building Standards Code shall be used. Applicant shall complete checklist for standards code.Sheet S1Provide pad sizes for all pads shown on Foundation Plan.Verify pad size note pointing to no pad along Gridline 6.Provide minimum existing continuous footing size and rebar to be verified in field. EOR to ensure assumed existing foundation is capable of supporting proposed added floor. Sheet S2Specify new patio sheathing on plan.Specify roof sheathing type at new low roof. Typ all new low roof locations.Provide detail for non-bearing wall to floor connection at first floor. Specify new deck sheathing on plan.Verify sheathing F1 note specifying “No blocking is required” for blocked roof sheathing. PSL and LVL beams shall be labeled as such on framing plans to match Legend.Deferred truss span and direction shall be specified on Roof Framing Plan at all locations. There are various locations adjacent to hip trusses where no framing is shown. Provide detail for truss to hip. If deferred, ensure deferred provides connections as needed.Provide drag between shearwalls along Gridline DProvide drag to shearwall along Gridline 4. CalculationsPage 10 of 40 – Live load used for deck joist is 60psf [Table R301.5]Page 13of 40 – Verify how beam bm-2 is fully braced along length where no load occurs. Revise as needed. (End of Comment)