HomeMy WebLinkAbout283862_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:
101109339
PROJECT ADDRESS:
1653 W McFadden Ave
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
2/3/2022
INITIAL REVIEW
2/4/2022
EXPIRATION
8/2/2022
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Darcy Bormann
3.
TEL:
(562)688-2064
FAX:
VALUATION: $20,000.00
EMAIL:
darcycashflows@gmail.com
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.
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 PlotAdd Site Flood Zone to building data.Add all applicable code references on cover sheet.Revise “Pages and Documents” to match drawing set. Ensure sheet labels and order match set submitted.Sheet A.1Add North Arrow on plan.Provide new door and window schedule on plans.Locate new attic access on plans. Provide framing and details.Sheet A.2Add North Arrow on plan.All new footings must be doweled into existing footings where two meet. Provide detail and dowel information.Provide details for new interior non-bearing wall top and bottom connections.Please clarify line type for new walls, multiple line types found on plan is unclear.Provide detail reference at new pad footing.Detail 2/SD2 referenced on south wall does not match detail provided on sheet SD-2.Provide detail for floor girder end connections.Show new post in west wall supporting patio framing and provide connection at base.Provide connection detail from new patio joist to new 4x10 beam.Sheet A.3Provide new roof information on elevations.Sheet A.4Add North Arrow on plans.Provide new roof rafter information on plan.Provide dimensions for new eaves projections.Provide detail for new eaves.Call out new ridge framing and size on plan.Provide connection detail from new patio joist to new 4x10 beam.Provide connection detail from new patio joist to existing wall.Provide patio slope on plan.Sheet A.5Note on plan: Mechanical, electrical and plumbing are not part of this plan review and approval. MEP are subject to building field inspection.Sheet SD-2Detail 2 – Footing to be embedded 18” min from lowest adjacent grade.Detail 2 – Call out (2) #4 Bars T&B Each way.Detail 3 – Revise roof truss to roof rafter and ceiling joist and provide connection. Otherwise identify roof truss on plan. Ceiling joist to roof rafter to be connected with 4-16d minimum.Detail 9 – Clear notes to be legible. Detail 9 – Verify vertical web members occur at roof rafter and ceiling joist. If so, provide sizes.Detail 9 – Verify end truss occurs with vertical web member, otherwise provide required member to nail sheathing to.Detail 15 – Revise called out Simpson cap to match plan. ECCQ44 does not seem correct at corner condition.Detail 15 – Provide Kicker size.Detail 15 – 4x6 post does not match plan, revise detail to match plan.Detail 15 – Note 5/8” dia lag bolt is not pointing to anything, please identify what this note is for.Sheet SD.1 (2)Remove repeated sheet.Sheet SD-2 (2)Remove repeated sheet.(End of Comment)