HomeMy WebLinkAbout281584_4_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:
101108627
PROJECT ADDRESS:
2101 S Rousselle St Unit# Unit 2
PLAN CHECK ENGINEER:
Huang, GaryTEL:714
647-5862
EMAIL:
Ghuang@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
V B
OCCUPANCY CLASSIFICATION(S):
R-3, U
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
11/18/2021
INITIAL REVIEW
12/22/2021
EXPIRATION
5/17/2022
RECHECKS:
1.2/15/22
PROJECT APPLICANT CONTACT PERSON:
2.4/25/22
Benito Corona
3.
TEL:
(714)371-7176
FAX:
(914)339-8869
VALUATION: $50,000.00
EMAIL:
bcndesigner@sbcglobal.net
FLOOD ZONE: X-0602320276J
GUIDELINES:
Comments contained within this report reflect only those of the Building and Safety Division. Additional comments or corrective action may be required by other Departments and/or outside Agencies
This Plan Review Report and all subsequent code references are based upon the most recent version(s) of the 2019 California Building Codes (CBC, CRC, CFC, CEC, CPC, CMC, CGBSC, and CEES)
The approval of plans and any supporting documents does not permit the violation of any section of the adopted building codes or other pertinent local ordinances, or state and federal laws
All listed plan review comments must be adequately addressed before a building permit can be issued
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.
PLAN REVIEW COMMENTS:
Applicant shall address all the checked‘☒’ correction comments below before resubmitting plans to Building Safety for recheck.
☒1. 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 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.
☐Grading Permit. Application is made through the Building Safety Division (647-5800) and the plan review is by the Public Works Agency (647-5039).☒Additional Review Comment:
Sheet A-2, detail 6: provide 5/8” type X gypboard for 1 hour rated wall, and minimum 7/8” stucco for exterior wall
[COMMENT RESOLVED]
Sheet S-1: Update design criteria per current building code, and verify information provided
[COMMENT RESOLVED]
Sheet S-1: SEOR to verify if (E) footing occur under garage door opening per detail 3/S-1, note 2; otherwise provide (N) footing at min. 18” embed, and provide detail for (N) footing to (E) footing where required
[COMMENT NOT RESOLVED – SEOR to provide
(N) footing under garage door opening at min. 18” embed with 2-#4 top and bottom rebar.
provide detail for how (N) footing rebar dowel to (E) footing connection
Provide connection detail for (E) slab to (N) footing ]
Sheet S-1: Provide detail for (N) 2-2x10 ceiling joists connection to each
[COMMENT NOT RESOLVED – updated structural roof framing shown (N) 3-2x10 ceiling joist. Provide detail/nailing requirement for sistering the joist beams
Sheet S-1: Verify proper detail call-out on each detail, typical
[COMMENT NOT RESOLVED – please verify call-out within each detail, many of them are calling out (E), but it should be a (N) or Vis versa, example
Roof framing plan on S-1 called out (N) 3-2x10, but detail 5/S-1 note 4, and detail 1/S-1 note 2 are called out (E)ceiling joist]
[COMMENT RESOLVED]
Sheet S-1: SEOR to verify adequacy of (E)ridge board/framing including (N) ceiling framing
[COMMENT RESOLVED]☒Additional Review Comment (2/15/22):
Sheet S-1, structural key notes #2: provide detail connection
[COMMENT NOT RESOLVED – please provide additional detail for kicker to ceiling joist connection
Sheet S-1, structural key notes #4: provide missing detail 8
[COMMENT RESOLVED]
Sheet S-1, structural key notes #5:
Indicate 4x4 post where LPC4Z is used
[COMMENT RESOLVED]
Provide detail connection how (3) 16d toenail is apply
[COMMENT RESOLVED]
Provide missing detail 7C
[COMMENT RESOLVED]
Sheet S-1, structural key notes #6: provide bracing connection detail
[COMMENT RESOLVED]
Sheet S-1: Previous “CLG & Rafter Detail” were removed. Please verify if it is required, since roof framing plan still call out new ceiling joist.
[COMMENT RESOLVED]
All concealed work installed without permits must be exposed for inspection to the satisfaction of the Building Inspector. This includes methods of attachment and all footings, structural members, mechanical, electrical, plumbing and insulation.
[COMMENT RESOLVED]☒Additional Review Comment (4/25/22):
Sheet S-1, detail 1C: per conversation with the applicant, remove 2x collar tie from detail (it was agreed to use ceiling joist as collar tie)
Sheet S-1, detail 1D: provide slotted connection for ceiling joist to non-bearing wall connection
Sheet S-1, detail 7A: per conversation with the applicant, remove 2x collar tie from detail (it was agreed to use ceiling joist as collar tie)
Sheet S-1, detail 7B: indicate minimum of (8)-16d nails each side for ceiling joist to roof rafter connection
Sheet S-1, Roof Framing Plan:
2x8 @16” o.c. minimum requirement ceiling joist per prescriptive code method
Calculation indicate 2x8 for the roof rafter (End of Comment)