HomeMy WebLinkAbout283571_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:
101109258
PROJECT ADDRESS:
1417 S Parton St Unit# 2
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
1/27/2022
INITIAL REVIEW
2/14/2022
EXPIRATION
7/26/2022
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Elizabeth Mejia
3.
TEL:
(909)663-6429
FAX:
VALUATION: $75,000.00
EMAIL:
draftingforall@hotmail.com
FLOOD ZONE: X-0602320276J
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 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, 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).
☐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. These may be picked up at Building and Planning department at applicants’ discretion.DrawingsSheet A-1Add Flood Zone to Project Summary.
Add note on the coversheet: Minimum ________(KW) photovoltaic system will be submitted under a separate permit and shall be issued prior to building frame inspection request.Sheet A-2Revise all code reference in notes to current 2019 codes (e.g. Note G.)Floor Note 4 shown on floor plan not provided in Note schedule. Please provide.Exterior walls adjacent to property line 4’-0” away require 1-hour fire rating to top of parapet. Provide detail showing rated system. Sheet A-3
Note on plan: Mechanical, electrical and plumbing are not part of this plan review and approval. MEP are subject to building field inspection.Sheet A-5New slab on grade shall be reinforced with #4 bars minimum.Detail D/5 does not match detail, looks to be detail B. Revise accordingly.Revise footing depth in Footing Schedule to match 18” embed details for clarity.Detail A – Space foundation rebar apart to 3” min from edge of footing for clarity.Detail B – Space foundation rebar apart to 3” min from edge of footing for clarity.Detail C – Space foundation rebar apart to 3” min from edge of footing for clarity.Detail D – Slab on grade noted in detail calls out welded wire mesh, revise to match plan.Detail D – Revise using rebar in porch landing slab on grade in lieu of called out welded wire mesh. Welded wire mesh shall be equivalent to #4 at 18” oc. Sheet A-6Detail references on plan show sheet 7, revise to sheet 6.Provide header at laundry room opening.Provide header at kitchen opening or specify if roof joist is present at location for lateral drag to interior shear wall.Provide strap or equivalent at interior 11’-0” and 5’-0” shear walls for shear transfer between wallsProvide detail at interior shear wall showing top of wall connection. Braced wall panel shall extend to roof.Detail A – Clarify roof joist end connections in detail. Detail A – Provide parapet framing.Detail A – Verify parapet connection to wall below.Detail A – Verify shear transfer from roof to shear wall, sheathing does not span to EN in detail. Ensure full shear path to foundation.Detail B – Comments for Detail A apply to Detail B.Detail C – Ensure shearwall spans to top of wall.Detail E – Please make detail more legible.Detail G – Provide detail title.Sheet A-8Remove any reference to City of Los Angeles on GRN 4 forms. Information provided in forms may remain, but all references to Los Angeles including logo, code references, and misc notes must be removed.(End of Comment)