HomeMy WebLinkAbout283808_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:
101109325
PROJECT ADDRESS:
1329 W McFadden Ave
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
2/2/2022
INITIAL REVIEW
2/17/2022
EXPIRATION
8/1/2022
RECHECKS:
1.4/11/2022
PROJECT APPLICANT CONTACT PERSON:
2.
Frank Liu
3.
TEL:
(562)832-3772
FAX:
VALUATION: $10,000.00
EMAIL:
frankcerritos@gmail.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 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 T1Show ground drainage information around new enclosed patio including direction and slope.Verify on plans if 6’ CMU wall, 6’ Wrought iron fence, and 30” Wrought iron fence/cmu pilaster are existing or new. If new and part of application, add to scope, otherwise add deferred item list.Add new patio roof on west side of roof plan.Sheet A1Provide new door type on plan.Add note to verify in field if remaining (E)3x4 opening in bedroom 2 meets R310 emergency escape requirements. Sleeping rooms must have a window for an emergency exit with 24” clear opening height minimum, 20” clear opening width, and a total clear open area of 5.7 square feet (Exception: 5.0 square feet at grade floor). Sheet A2Provide new roof slope on elevation.Sheet S1Provide dimensions between new posts on foundation plan.Provide detail for new beam at post connection at end of beam.Provide detail at east and west side of building, parallel to roof rafters.Provide assumed existing structure shear wall information on plan if used to support new roof loads. See additional comment on calculations regarding design.Detail 2 – New slab on grade to be doweled into existing slab on grade with ICC approved epoxy. Embed into existing 6” minimum and lapped into new concrete 2’-0” minimum.Detail 3 – Verify if new wall is stem wall, revise detail to show stem wall, top of wall, and attachment to top as needed.Concrete slab on grade legend – reinforcing in enclosed slab on grade is not optional, remove note. Slab on grade shall have reinforcing.Additional CommentsProvide straps between (N) and (E) structure along Gridlines A and 2.Verify drag load path along Gridline 2.Verify detail 11/S1 referenced at Gridline 2. Is entire wall line full height? CalculationsJustify using Cr = 1.15 for BM1: 4x6 or redesign as needed.Response modification coefficient used in calculations is for light frame shear walls with wood panels. Design seems to use posts as lateral resistance in one direction, which would be an R=1.5. Justify R=6.5 or revise design accordingly. If using existing shear walls as lateral restraint, see comment #9 above. Ensure load is accounted for in each direction.(End of Comment)