HomeMy WebLinkAbout281137_2_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:
101108482
PROJECT ADDRESS:
1431 W Riviera Dr
PLAN CHECK ENGINEER:
Ahangian, KathyTEL:714
647-5812
EMAIL:
Kahangian@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
V B
OCCUPANCY CLASSIFICATION(S):
R-3, U
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
11/4/2021
INITIAL REVIEW
1/3/2022
EXPIRATION
5/3/2022
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Craig Blume
3.
TEL:
(714)310-9557
FAX:
VALUATION: $75,000.00
EMAIL:
craig.blume@architectsblume.com
FLOOD ZONE: AE-0602320144J
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 3corrected sets of plans.Meetings between the project applicant/designer and the plan reviewer shall be by appointment only. Please call (714) 647-5812 for an appointment.
Please see corrections on submitted plans. Red marked set must be returned with revised plans. Plans resubmitted without the red markup set may result in delayed review time and additional plancheck fees.
All drawings and supporting documents shall be prepared, stamped, and signed by a California licensed architect or registered professional engineer. (CRC R301.1.3, CBC 107.1 and 107.3.4.1).
This review does not include mechanical, plumbing or electrical work. Separate plans, applications, fees, plan checks, and permits are required for mechanical, plumbing, 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.
-Public Works Agency approval (647-5039).
- Proof of Worker's Compensation Insurance shall be required at the time of permit issuance.
- School District Compliance Certificate; and a copy of the building permit application, signed by
the plan check engineer, shall be required by the School District to verify the scope of the work.
Provide a fully dimensioned Site Plan on the drawings and on a separate 8-1/2" x 11" sheet of paper. Ok 7/21/22
On site plan please call addition is less than 40% of the existing floor area.Ok 7/21/22
Provide eave / overhang / projection setback to all property lines.Ok 7/21/22Show location of heating equipment on the plans. (CRC R303.8)Ok 7/21/22The minimum net area of under-floor space ventilation shall not be less than the floor area/150. (CRC R408.1) Pending , show size of the openings 7/21/22Glazing over 9 square feet in area with bottom edge less than 18” above the floor and exposed top edge greater than 36” above the floor shall be safety glazed. (CRC R308.4 (3)) Ok 7/21/22Provide a complete full-height section and details of stairway showing: (CRC R311.7)Ok 7/21/22
- Maximum rise of 7¾ inches and minimum run (tread) of 10 inches.
- Minimum width of 36 inches.
- Framing (stringer, landing, etc.) size, bracing, connections, footings. Stairways within dwelling units and exterior stairways serving a dwelling unit shall have an illumination level of not less than 1 foot-candle measured at the center of the treads and landings. (CRC R303.6)Ok 7/21/22
Exterior stairways serving a dwelling unit shall have an artificial light source located in the immediate vicinity of the top landing of the stairway. (CRC R303.6)Ok 7/21/22Dimension landings at top and bottom of stairs measured in the direction of travel not less than the stair width. (CRC R311.7.5) Ok 7/21/22Handrails are required on at least one side of a continuous run of treads or flight with four or more risers. (CRC R311.7.7) Ok 7/21/22The top of handrails shall be placed not less than 34 inches nor more than 38 inches above the nosing of the treads. A clear space of 1-1/2 inches is required between the handrail and the wall. ok 7/21/22Provide post size for beam # RB-2 at each location.Provide detail how (2) 4x6 posts placed on the footing and how they are connected.Pending .provide detail with positive connection, any post base? 7/21/22Detail 6/S-4 doesn’t match location on sheet S-3.Pending still there 7/21/22Provide detail of roof construction assembly. (CRC 902.1) Ok 7/21/22Provide minimum class B roofing material.Ok 7/21/22
A ridge board, valley and hip members not less in depth than the cut end of the rafter is required. It shall be a vertical load-bearing member when roof slope is less than 3 inches in 12 inches. CRC R802.3Ok 7/21/22Indicate all compliance measures from the energy compliance documentation on the plans. (i.e., Insulation for sections, U-factors SHGC). Revise door and window schedule or floor plans to show compliance. (T24-1-10.111)Ok 7/21/22Provide an electrical floor plan showing location of receptacle and lighting outlets. (CEC 210.52(A-H) & 210.70) Ok 7/21/22Please fillout attached Sb-407 form and copy it on the drawings.Pending Please fillout attached form and copy it on the drawings. 7/21/22Please note; Red Marks shall be picked up for additional comments, Please see comment # 5. Corrections on original red marks have not been addressed. Please see comments below.Please refer to original red marks; rawings on sheet S2 and S3 , are not legible, unable to follow existing framing plan and existing foundation plan. Sheet S-2 shows shearwall type “C” and sheet S3 shows shear wall type “ B” please clarify.Please revise calcaultion to match revised structural drawings. Please show how Ridge board/ Hip beams connections will be supported. Any posts?Detail 12/S-5 shows diagonal bracing, where would it be supported at and show maximum 45-degree angle will be provided.Per original red mark, provide shearwall at the front of the house? Provide drag with detail at the shear wall on line “B”. Detail 8/S-4 does not apply to the location on sheet S-3. Provide detail to show strap from addition to the existing house.