HomeMy WebLinkAbout283342_1_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:
101109170
PROJECT ADDRESS:
4705 W Flight 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
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
1/19/2022
INITIAL REVIEW
2/1/2022
EXPIRATION
7/18/2022
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
David Nguyen
3.
TEL:
(510)650-5499
FAX:
VALUATION: $100,000.00
EMAIL:
httr.3g@gmail.com
FLOOD ZONE: X-0602320256J
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.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 A1.0Revise Solar note to state the following and fill out required blank:“Minimum ________(KW) photovoltaic system will be submitted under a separate permit and shall be issued prior to building frame inspection request.”Add # of Stories to project description.Sheet A4.0Add North Arrow to plan.Specify Roof Class on Elevation Notes and reference sheet A6.0 for roof items. “Class C minimum”.Detail 1/A5.0 referenced in elevation Note 1 not provided. Please provide or correct reference. Provide dimension from grade to bottom of opening in bedroom on elevation.Sheet A5.0Add North Arrow to plan.Provide Carbon Monoxide Alarm outside Master Bed 1.Note on plan: Mechanical, electrical and plumbing are not part of this plan review and approval. MEP are subject to building field inspection.Every dwelling unit shall be provided with heating facilities capable of maintaining a room temperature of not less than 68°F (20°C) at a point 3 feet (914 mm) above the floor and 2 feet from exterior walls in habitable rooms at the design temperature.The installation of one or more portable space heaters shall not be used to achieve compliance with this section. (R303.9)Sheet S-1Add North Arrow to plan.Show elevation changes for all landings on foundation plan.Provide calculation for 4x10 HDR at bearing wall.Provide framing and detail all around attic access opening.Provide ceiling beam size at porch. If beam is intended to be continuous 4x10 CB-1, revise Simpson Cap at post.Provide connection at end of ceiling beam noted in Comment #13.Sheet SD-1Detail 01 – Show 24” min footing embed from grade per Soils Engineer.Detail 02 – Show 24” min footing embed from grade per Soils Engineer.Detail 02 – Revise footing rebar to match or reference (2) #5 T&B shown on sheet S-1.Detail 04 – Revise footing rebar to match or reference (2) #5 T&B shown on sheet S-1.Detail 05 – Show 24” min footing embed from grade per Soils Engineer.Detail 05 – Simpson CBSQ requires 3” side cover minimum around base, revise as neededDetail 06 – Show 24” min footing embed from grade per Soils Engineer.Detail 08 – Show 24” min footing embed from grade per Soils Engineer.Detail 08 – Simpson CBSQ requires 3” side cover minimum around base, revise as neededDetail 24 – Verify 4x header on top of wall framing. CalculationsPage 4 – Please fix wind parameter legibility.Provide calculation for 4x10 header at bearing wall.(End of Comment)