HomeMy WebLinkAbout296846_3_Corrections.docxTENANT IMPROVEMENT
PLAN CHECK COMMENTS
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:
101113360
PROJECT ADDRESS:
1601 W Seventeenth St Unit# F-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):
B
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
12/30/2022
INITIAL REVIEW
2/6/2023
EXPIRATION
6/28/2023
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Fredrick Crooks
3.
TEL:
(714)235-6677
FAX:
VALUATION: $190,000.00
EMAIL:
fcrooks@fran-inc.com
FLOOD ZONE: X-0602320144J
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.
Please see correction 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 plan check fees.
PLAN REVIEW COMMENTS:
Applicant shall address all the checked‘☒’ correction comments below before resubmitting plans to Building Safety for recheck.
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).
☒County of Orange Health Department approval on the corrected/final set of drawings (714)433-6000)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.Cover Sheet: Path of travel shall be measured from the most remoted point of a room[Comment Resolved]Sheet A2.0: Dimension to the all gender restroom shall match detail 1/A4.0[Comment Resolved]Provide door type at the entrance to the prep room[Comment Resolved]Provide minimum 44” clearance at the prep room[Comment Resolved]Indicate minimum 18” maneuvering clearance at the entrance to the prep room [Comment Resolved]Tempered glass is required at the storefront door [Comment Resolved]Sheet A2.1, detail 4: provide maximum condensing unit equipment curb height [Comment Resolved]Sheet A2.2, detail 1: provide smooth surface on the push side of the entrance door per CBC 11B-404.2.10 [Comment Resolved]Sheet A4.0, detail 12: verify ICBO or LARR report number [Comment Resolved]ADDITIONAL PLAN REVIEW COMMENTS (4/17/2023)Sheet S2.0Detail 1: Indicate maximum dimension of each unit[Comment Resolved]Detail 2: Verify detail 3/- reference cut location. Does not match with detail 3[Comment Resolved]Verify (E) 42” truss, if it is an existing truss or it is an existing truss joist. Information on detail 3 does not match with information on detail 2. Revise detail to match [Comment NOT Resolve – Key note #6 and #7 called out truss joist. Please clarify. Detail 2 indicate that it is a truss]Provide detail for how 4x4 connect to (E) truss[Comment Resolved]Detail 3:Provide platform connection to 4x8 beam[Comment Resolved]Indicate hanger model used[Comment Resolved]Verify key note 6. Should it be (E) 42” truss?[Comment NOT Resolve – Key note #6 and #7 called out truss joist. Please clarify. Detail 2 indicate that it is a truss]Revise detail 3 to match with detail 2. Information provided on both details seems not matching each other. [Comment Resolved]Provide unit connector size[Comment Resolved]ADDITIONAL PLAN REVIEW COMMENTS (6/6/2023)Sheet S2.0Detail 3: Provide detail how 1” plywood is connect to (E) trussDetail 3: Please identify where is note #14 on detail Detail 3: provide positive connection from 4x8 to (E) trussDetail 3: Please clarify, per detail 2, the 4x blocking is continuous between the trusses. 4x8 beam (note 8) is discontinue. Please verify and revise detail Sheet S2.0Detail 4: provide minimum embedment of the lag bot from factory roof curb to the 4x8 per calculation result. Please include calculation for the next submittal for review/verify (End of Comment)