HomeMy WebLinkAbout283510_4_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:
101109239
PROJECT ADDRESS:
1355 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 , B
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
1/26/2022
INITIAL REVIEW
2/4/2022
EXPIRATION
7/25/2022
RECHECKS:
1.06/22/2022
PROJECT APPLICANT CONTACT PERSON:
2.09/02/2022
Frank Wright
3.12/02/2022
TEL:
(310)750-8939
FAX:
VALUATION:$120,000.00
EMAIL:
fwright082@gmail.com
FLOOD ZONE:X-0602320163J
APPLICABLE CODE: 2019 CALIFORNIA BUILDING CODE (CBC) WITH
CITY OF SANTA ANA AMENDMENTS
Plan check is expired on 01/21/2023
This plan shows new façade is added to the scope.
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.This review does not include mechanical, plumbing, fire sprinkler system, or electrical work. Separate plans, applications, fees, plan checks, and permits are required for mechanical, plumbing, fire sprinkler systems, and electrical work. Call 647-5800 for information.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).Sheet A-201. Coordinate with the proposed floor plan to show correct wall demotion for new restroom window.Sheet A-401. Some keynotes and floor plan do not match. Revise plan to clarify.Sheet A-401. Plans are revised to add metal studs outside the existing CMU walls. Clarify and revise detail 1/A601 and 3/A601 and structural plans to provide the design.Sheet A-405. Update the occupant load factor in the employee breakroom to 15 occupant/sf. instead of 30 occupant/sf.Sheet A-405. Update the maximum travel distance on plan, measured from the remotest point of the space. See red marks on plan.Sheet A-505. Provide 1-hour rated wall construction detail for the parapet located less than 10 feet to the lot line.Sheet A-601 and detail 1/D-600. Provide full height partition wall detail to match building cross-section.The current plan show detail 1A/D-600 is deleted.Sheet A-601. Update section 3/A-601 to show new metal stud wall design on the north side of the building.Sheet A-701. Clarify description in the keynotes and apply to the applicable location on the elevations.STRUCTURALRevise sheet S-0.10. Revise the seismic parametersto be consistent with structural calculation.Cross-reference steel columns from structural calculation into structural plans. Identify location of the “CANT COL 1” and “ CANT COL 2” on plan.Cross-reference steel beams from structural calculation into structural plans. Identify location of the “SB2” and “SB3” on plan.Revise detail 2/SD1.0 to provide lateral in-plane bracing of the parapet studs. (e.g. specify plywood sheathing on the parapet wall)To review rooftop equipment anchorage design, please provide specification of the new rooftop equipment including dimensions, weight and center of gravity on plan. Specification is still not provided on this round of review.Please justify the 5 ¼” x 11 ¼” LVL beam to support the 900 # equipment.Revised architectural plan (e.g. A-401) shows new metal stud exterior walls are added on the north and east side of the existing building. Provide complete design, calculation and details. Provide foundation plan and details to design concrete footing and anchorage of the new metal stud exterior walls.END OF COMMENTS