HomeMy WebLinkAbout286708_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:
101110180
PROJECT ADDRESS:
1605 W McFadden Ave Unit# 2
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-3, U
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
4/21/2022
INITIAL REVIEW
5/11/2022
EXPIRATION
10/18/2022
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Benito Corona
3.
TEL:
(714)371-7176
FAX:
(914)339-8869
VALUATION: $10.00
EMAIL:
bcndesigner@sbcglobal.net
FLOOD ZONE: X-0602320257J
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.DrawingsSheet A-1
Provide the following design data on the first sheet (R106.1.1)
☐Occupancy groups (R-3/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.Add demo work to scope of work.Add T24 sheets to sheet index.Sheet A-2North wall (plan north) 4’-4” from property line requires 1-hour fire rating.Recheck #1: Underside of eave/gable projection along wall requires 1-hour fire rating system. Please provide detail.Note on plan: Mechanical, electrical and plumbing are not part of this plan review and approval. MEP are subject to building field inspection.Sheet S-1Verify/provide shearwall types at shearwalls with openings. (e.g. north wall of existing structure and east wall of new structure)Provide waterproofing at existing slab on grade. (ICC approved)Verify existing garage door beam and new header interaction with similar heights.Provide strap between new and existing structure on each side.Provide drag strap between east wall of new structure and east wall of existing structure for load transfer.Detail 4 – Provide connection between new and existing concrete where anchorbolt spans through both.Detail 8 – Provide non-bearing connection conditions (gap, slotted) or design interior walls as bearing walls.Sheet T24-1Please resubmit CF1R form as some items are illegible. CalculationsPage 4 – Verify midspan support at ridge board and design intent vs truss.Page 8 – Verify B2 location on plan.Page 24 – Verify shearwall T/C loads on foundation.Recheck #1: Detail 4A/S-1 does not note rebar, please provide reinforcing at top and bottom of footing or justify uplift load from shear wall holdown adequately supported with original design. Please also verify foundation size, size does not match calculations.(End of Comment)