HomeMy WebLinkAbout296828_2_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:
101113352
PROJECT ADDRESS:
1345 N Santiago St
PLAN CHECK ENGINEER:
Lee, WayneTEL:714
647-5848
EMAIL:
wlee@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
V B
OCCUPANCY CLASSIFICATION(S):
S-2
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
12/30/2022
INITIAL REVIEW
1/10/2023
EXPIRATION
6/28/2023
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Frank Wright
3.
TEL:
(310)750-8939
FAX:
VALUATION: $71,465.00
EMAIL:
fwright082@gmail.com
FLOOD ZONE: X-0602320163J
APPLICABLE CODE: 2019 CALIFORNIA BUILDING CODE (CBC) WITH
CITY OF SANTA ANA AMENDMENTS
All items noted on this plan check report must be addressed.
Pick up plan (check set) for additional comments marked on the drawing.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 return marked up set of drawings with corrections.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.
- Police Department approval on the corrected/final set of drawings (647-5840)
- Public Works Agency approval (647-5039)PLAN CHECK COMMENTSNo additional comments on planFor 1-hour rated parapet, revise detail 5/D-400 to provide approval fire rated test number (E.g. GA # from GA manual). Please attach a copy of GA detail on the plan.Detail 5/D-400. Parapets shall have the same fire-resistance rating as that required for the supporting wall, and on any side adjacent to a roof surface, shall have noncombustible faces for the uppermost 18 inches (457 mm), including counterflashing and coping materials.Detail 5/D-500. This wall requires 1-hour fire-rating construction. Provide approved tested assembly details in CBC chapter 7 or by the accepted 3rd party agencies (e.g. GM manual, UL…) (CBC Table 602)Cross-reference detail 5/D-500 into floor plan on A-401.Keynote #5 on sheet A-401. Clarify with the structural engineer to specify plywood sheathing shown on the structural details.STRUCTURALNo additional comments on planSheet S-0.11. Add note to plan that structural observation is required to verify the structural integrity of the existing diagonal bracing for seismic and wind resistance.The specification of the SB2 box header on roof framing plan on sheet S-4.0 does not match structural calculation on page 16. Revise calculation to justify if the (2) 600S162-54 works.Specify sheathing material in detail 8/SD1.0. Provide in-plane bracing for the new CFS stud walls. (Do not refer the in-plane bracing structural design to arch. plan)Detail 10/SD1.0. Indicate the distance to locate the connector of the end of tension rods to the steel columns, measured to the top of the girder or to the slab.END OF COMMENTS