HomeMy WebLinkAbout265169_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:
102103684-87
PROJECT ADDRESS:
533 E Washington Ave
PLAN CHECK ENGINEER:
Lee, WayneTEL:714
647-5848
EMAIL:
wlee@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
V B
OCCUPANCY CLASSIFICATION(S):
R-2
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
6/15/2020
INITIAL REVIEW
7/2/2020
EXPIRATION
12/12/2020
RECHECKS:
1.12/03/2020
PROJECT APPLICANT CONTACT PERSON:
2.01/15/2021
Michele Graham
3.
TEL:
(714)556-2656
FAX:
VALUATION: $620,000.00
EMAIL:
mgraham@sternarchitects.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. 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.
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.
- Fire Department approval on the corrected/final sets 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)
- Grading Permit. Application is made through the Building Safety Division (647-5800) and the plan review is by
the Public Works Agency (647-5039)ARCHITECTURALContact Building permit staff to schedule an appointment for plans resubmitting and process new shade structure permit application. A separate permit number will be assigned to it. Plan check fee will apply. Please contact Evelyn LaRocca at 714-647-5856.Sheet A-0.0. Add new shade structure (in common area) to the scope of work with the square footage.Sheet A-9.0 and A-9.1. Revise U-factor and SHGC value in the window and door schedule for new windows and glazed doors within the building envelope. Operable windows: U-factor: 0.3 / SHGC: 0.23Fixed windows: U-factor: 0.48 / SHGC: 0.25EGRESSCoordinate with the structural engineer for new front porch design (wood vs concrete). For example, Sheet A-2.0 note #35 shows new wood deck and #31 shows new steps, but the structural sheet S1.1 foundation plan shows existing concrete deck and existing concrete steps.Revise the new front porch stair and the interior stairway design to extend a minimum of 12” beyond the top nosing for the handrail extension in the same direction of the flight of stairs or stairway. (1014.6)ENERGYSheet T-24.3. Page 27 of the CF1R form. The architect or record must complete and sign the CF-1R form under responsible person’s declaration statement.STRUCTURALSheet S4.1. Detail 2.Specify the middle beam to support the king post.Sheet S2.1. Specify missing front porch beams on grid line 2 and line 3.Sheet S3.2. Provide vertical support for the 2-2x10 and 2x10 (RB-3) hip at the connection point with the ridge. The location is clouded with detla 3, but it is not clear how those member are supported and connected.Structural page 127 through page 130. Grid line 1, 4, and line 5. Specify and detail hardware to resist uplift force at each end of the shear wall where uplift force occurs.Sheet S1.1 and S1.2. Show all missing holdowns on grid line 1.Sheet S1.2. Holdown location shall be at each end of each shearwall segment. Revise foundation plan on grid line 4 and line 5.Cross-reference the 4x10 beam in structural calculation page BD-2 into framing plan.Sheet S1.2 Grid line 6. Provide and design a continuous footing to support the 13 feet long shear wall. Cross-reference the anchorage connection details to plan.Sheet S2.1 and S1.1. Coordinate with the architect for the front deck design for the dimensions and materials. The deck and the steps appears to be new. Revise and clarify structural design and details.END OF COMMENTSPlease feel free to contact me if there are any architectural and structural questions.Wayne Lee, PE, CBO, CASpSenior Plan Check Engineer714-647-5848wlee@santa-ana.org