HomeMy WebLinkAbout286446_2_Corrections.docxPLAN 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:
101110095 & 0097
PROJECT ADDRESS:
5 & 6 E Hutton Center
PLAN CHECK ENGINEER:
Le, TungTEL:714
647-5896
EMAIL:
Tle10@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
I A, SPK
OCCUPANCY CLASSIFICATION(S):
B
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
4/13/2022
INITIAL REVIEW
5/2/2022
EXPIRATION
10/10/2022
RECHECKS:
1.6/2/22
PROJECT APPLICANT CONTACT PERSON:
2.
Philip Villegas
3.
TEL:
(714)412-0268
FAX:
VALUATION: $475,000.00
EMAIL:
contact@pacificgradeeng.com
FLOOD ZONE: X-0602320278J
APPLICABLE CODE: 2019 CALIFORNIA BUILDING CODE (CBC) WITH
CITY OF SANTA ANA AMENDMENTS
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.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)Scope of work: For clarity, please describe the reason of installing new guardrail on existing roof. Structural calculation: Please revise calculation for guardrails to resist a linear load of 50 pounds per linear foot (plf) in accordance with Section 4.5.1.1 of ASCE 7. Revise structural details as necessary. 2nd Review Comment: Structural calculation, page 2, Tension force on anchors – The space between the two rows of anchors is 4” apart; therefore, the tension force should equal to 300 x 42 / 4 = 3150-lb. Please provide larger plate and provide adequate edge distance. Revise calculation and details. (End of comment)