HomeMy WebLinkAbout295675_3_Corrections.docxRESIDENTIAL PLAN CHECK
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:
101112948
PROJECT ADDRESS:
1525 N French St
PLAN CHECK ENGINEER:
Lo, JonathanTEL:714
647-5822
EMAIL:
Jlo@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
V B
OCCUPANCY CLASSIFICATION(S):
R-2
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
12/2/2022
INITIAL REVIEW
12/12/2022
EXPIRATION
5/31/2023
RECHECKS:
1.4/17/2023
PROJECT APPLICANT CONTACT PERSON:
2.
Joey Deal
3.
TEL:
(949)939-5065
FAX:
VALUATION: $10,000.00
EMAIL:
joeydeal@gmail.com
FLOOD ZONE: X-0602320163J
Note: Numbers in parenthesis (unless otherwise noted) refer to code sections of the 2019 California Residential Code (CRC); 2019 California Building Code (CBC); CMC = 2019 California Mechanical Code; CPC = 2019 California Plumbing Code; CEC = 2019 California Electrical Code; T = Table; ICC = International Code Council.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) 647-5822 for an appointment.
5. 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).
☐Fire Department approval on the corrected/final set of drawings (647-5839 or 647-5700).
☐Police Department approval on the corrected/final set of drawings (647-5840).
☐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.
☐Proof of Worker's Compensation Insurance shall be required at the time of permit issuance.
☐Grading Permit. Application is made through the Building Safety Division (647-5800) and the plan review is by the Public Works Agency (647-5039).Comments have been provided on drawing and calculation hard copies in relation to all comments below. These may be picked up at Building and Planning department at applicants’ discretion.DocumentationLicensed architect/engineer shall sign the drawings where stamped, typical all sheets.Permit application has been approved by planning for termite damage repair. Please verify specify on drawings where occurs and proposed repair. Remove all instances on drawings where noted removal of arches. DrawingsSheet TS-1
Provide the following design data on the first sheet (R106.1.1)
☐Sheet Index
☒Occupancy groups (R-2/U)
☒Type of construction (V-B)
☒Automatic Fire Sprinkler (YES or NO)
☒Number of stories.
☒Flood Zone: X
☐Flood Zone: A
☐Flood Zone: AE
☐Floor area per occupancy group, including the existing structure(s)
☐Construction shall comply with the 2019 CRC, CBC, CPC, CMC, CEC, California Green Building Code, and California Energy Efficiency Standards Code editions.Sheet A-2Please verify purpose of sheet and where it is intended to be used in scope of work. If not to be used in proposed work, sheet shall be removed.Sheet A-3Please verify purpose of sheet and where it is intended to be used in scope of work. If not to be used in proposed work, sheet shall be removed.Sheet S-2Plan A -Coordinate new HSS3x3 spacing with details. Plan specifies 5’-0” OC, details specify 48”OC. Coordinate new 2” steel guardrail with details. Plan specifies 2”, details specify 1-1/2” Coordinate new 2x top plate with details. Plan specifies 2x6 top plate, details specify (2) 2x4 top plates. Please ensure all items between plans and details match as needed.Verify detail referenced 2/S4 at lower portion of gate, should this be 2A?Please verify detail reference sheets, there is no sheet S4 provided. Plan C – Verify detail reference 5/S4 at new wall corner.Please verify detail reference sheets, there is no sheet S4 provided. Plan D –Verify detail and sheet reference on plans.Plan D.1 –Verify detail and sheet reference on plans.Plan E – Remove plan if not demoing existing arche.Detail 1 –Verify fillet well allowance all around HSS to top and bottom plates along flush edges.Detail 4 – Provide calculations for proposed new guard rail load transfer to existing steel channel including torsion and weak-axis bending.CalculationsPage 4 – Verify if new stringer or existing stringer check. Size does not match existing stringer on drawings, calculation for C5x9, drawings specify C5x6.7Justify fully braced design for stair stringer.Page 9 – Justify fully braced wood post @ balcony.Verify point load for worst case tributary loading. See previous comments for additional items.Additional CommentsSheet S-2Plan A: Verify existing gate and door interference with handrails. Door should not be at direct top of stairs, these will need to be removed or revised to allow for adequate landing at top of stairs and handrail clearance. Handrail at top of stairs shall extend a minimum of 1’-0” from front edge of top landing.Handrail extension at bottom of stairs shall extend 1’-0” from front edge of lowest tread. Currently shown to be 1’-0” from within tread. (End of Comment)