HomeMy WebLinkAbout284778_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:
101109605
PROJECT ADDRESS:
401 S Huron Dr
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
3/1/2022
INITIAL REVIEW
3/28/2022
EXPIRATION
8/28/2022
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Oscar Vega
3.
TEL:
(714)499-1247
FAX:
VALUATION: $87,000.00
EMAIL:
oscar.vegar@vecodesigns.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.
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 T-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
☐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 sheets GN-2, A-5.1, A-5.2 and any other missing sheets to Sheet Index.Revise repeated sheet S4.1.Sheet A-1.1Note 26 is cut off, please fix.Sheet A-2.3Specify kitchen range hood/exhaust (100cfm min) on plan.Provide U-Factor and SHGC for all new windows.Note on plan: Mechanical, electrical and plumbing are not part of this plan review and approval. MEP are subject to building field inspection.
Penetrations in wall or floor/ceiling assemblies in two-family dwellings shall comply with Section R302.4. Provide complete details on the plans. Floor/ceiling assemblies separating dwelling units shall have both an STC and an IIC rating of at least 50. Provide details on plans and provide verification of tested assemblies to achieve the required STC and IIC ratings of 50.
Handrails –
☒Handrails shall be provided at least on one side of each continuous run of treads or flight with four or more risers. (R311.7.8)
☒Handrails shall not project more than 4.5” on either side of the stairway. (R311.7.1)
☒Provide handrails not less than 34" or more than 38" above the nosing of tread. (R311.7.8.1)
☒Provide 1¼" to 2" handgrip, 1½" from wall. (R311.7.8.3)
☒Handrail(s) shall be continuous the full length of the flight. Ends shall be returned or terminate in posts. (R311.7.8.2)
Attic access and Ventilations –
☐Show location(s) of 22" x 30" attic access with 30" minimum clear headroom. (R807.1)
☐Show on the plans - attic vent locations, type and size (area = 1/150 of the attic space). Provide an attic cross ventilation summary; on the plans indicate the total area required versus provided. (R806.1)
☒For an FAU located in the attic, provide a minimum access of 22 x 30 inches, a 24-inch wide walkway, a 30-inch deep work platform, and electric light outlet adjacent to the furnace and switched by the opening. (CMC 904.11 & 305)New building, or addition more than 1000 sq.ft. – Provide Whole house ventilation. On the plan, please provide/show method of whole house ventilation in compliance with ASHRAE Standard 62.2. – provide complete notes, details and calculations. (150.0(o))Sheet A-2.4Specify kitchen range hood/exhaust (100cfm min) on plan.Sheet S1.0Provide Material Notes for Steel framing, welding, bolts, etc.Sheet S2.0Verify (N) or (E) Foundation on plan, hatch is not clear in some areas such as continuous foundation at new first floor office and walk in closet.Provide calculations for SSW foundation.Sheet S2.1Show SW types on plan.Provide framing for trellis or reference framing location on plan.Verify drag at interior shearwalls at new first floor office and walk in closet.Verify drag at new 3’-6” shear wall at entrance. Sheet S2.2Provide straps at return wall shear walls into main structure.Sheet S3.1Detail 7 – Existing items not legible, please fix.Detail 9 – Please verify Detail 5/S4.2 should be S3.1.Detail 9 – Provide AB embedment length.Sheet S4.0Detail 8 – Verify if framing shown is existing or new.Detail 9 – Verify if framing shown is existing or new.Sheet S5.0Detail 8 – Provide minimum dimension to new rafter tie. Sheet S5.1Detail 3 – Verify 24” min dimension shown.CalculationsVerify full bracing for RB-6 to RB-10(End of Comment)