HomeMy WebLinkAbout289680_1_Corrections.docxSPC
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:
101111087
PROJECT ADDRESS:
1312 E Warner Ave
PLAN CHECK ENGINEER:
Huang, GaryTEL:714
647-5862
EMAIL:
Ghuang@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
N/A
OCCUPANCY CLASSIFICATION(S):
N/A
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
7/6/2022
INITIAL REVIEW
7/16/2022
EXPIRATION
1/2/2023
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Evan Haskins
3.
TEL:
(510)710-0057
FAX:
VALUATION:$2,125,250.00
EMAIL:
EHaskins@BEIConstruction.com
FLOOD ZONE:X-0602320278J
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) 647-5862 for an appointment.Please return marked up set of drawings with correctionsThe applicant shall obtain clearances/approvals for the following, prior to building permit issuance:☒Planning Division approval on the corrected/final set of drawings (714-647-5804). Previously approved plans should be submitted to expedite the process. Final set approved by Building Division will be promptly delivered to Planning Division for approval, delivery and review time may vary. Applicant shall call planning division for approval status. ☒Fire Department approval on the corrected/final set of drawings (714-573-6100).Applicant should have brought separate set into OCFA for approval, City does not provide set to OCFA. OCFA Approved set shall be provided to City of Santa Ana.☒Police Department approval on the corrected/final set of drawings (714-647-5840).Final set approved by Building Division will be promptly delivered to Police reviewer for approval, delivery and review time may vary. Applicant shall call Police reviewer for questions only.☒Public Works Agency approval (647-5074).Applicant to pay any public work department fees. This may be done via walk-in appointment. Applicant can ask Permit counter for approved drawings to walk over to Public Work counter.☐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 (647-5074).Red marked comments set is available to pick-up at the City Hall☒Additional Review Comment: Sheet CS-1:Verify electrical code standard used Sheet S-1.0: Channel is typically at A36 grade per AISC specification. If grade 50 is used, callout per calculation, then specify on plan that grad 50 is required; otherwise revise calculation (page2) of RISA result and verify the adequacy of C12x25 memberMegapack Skid Plan Indicate HSS beam on plan Provide construction detail and specify the connection of each CMA to channelSection bProvide HSS size Provide steel angle size, length, stiffener plate size, thickness spacing, connection to angle, and connection of angle to HSS tubeSheet S-2.0: Section AIndicate on plan transformer size, maximum operating weight, and anchorage to foundationSpecify thicken edge dimensionSection BVerify detail reference, should it be referenced to detail 3 instead detail 5?Sheet S-3.0: Provide complete copy of soil report for review Provide structural calculation of wooden pole designVerify wooden pole footing design, maximum height is 27 ft per detail 1, calculation indicate 18’-0 maximumDetail 1Provide DFL design gradeDetail 2Provide wooden pole sizeProvide wooden pole minimum embedmentJustify how bending moment is resist by gravel or crushed stone(End of Comment)