HomeMy WebLinkAbout296383_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:
102113177
PROJECT ADDRESS:
620 1/2 E Virginia Ave
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
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
12/15/2022
INITIAL REVIEW
1/12/2023
EXPIRATION
6/13/2023
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Rafael Orozco
3.
TEL:
(714)469-7232
FAX:
VALUATION: $90,000.00
EMAIL:
tucomp@gmail.com
FLOOD ZONE: X-0602320163J
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.
- 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).
-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.
Provide building information on plans:
- Occupancy type: R3 / UProjections of dwelling units and accessory buildings without an automatic residential fire sprinkler protection are not permitted less than 2 feet to the property line and are required to be 1 hour fire rated on the underside with a fire separation distance between 2 feet and 5 feet. (CRC Table R302.1 (1)) Walls of dwelling units and accessory buildings without an automatic residential fire sprinkler protection with a fire separation distance less than 5 feet are required to have a full one hour rating. (CRC Table R302.1 (1)) Basements, habitable attics, and every sleeping room in dwelling units must have a window or exterior door for an emergency exit, sill height not more than 44 inches above the floor, 5.7 square feet of openable area, 24 inches clear opening height, 20 inches clear opening width and shall open directly into a public street, alley, yard, or exit court. Windows ______ do not comply. (CRC R310.1-R310.1.3) Please show existing garage floor plan and new floor plan.Show 30-inch clear width for water closet compartments and 24-inch clearance in front of a water closet. Provide dimension for the landing at the entry door.Show location of heating equipment on the plans. (CRC R303.8) ( Please show on the floor plan)Bathrooms, laundry rooms, water closet compartments and similar rooms shall be mechanically ventilated in accordance with the CMC. ( Please show on the floor plan)Glazing within 24” arc of either vertical edge of the door and less than 5’ from the walking surface shall be safety glazed. (CRC R308.4 (2)) Glazing in door and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathrooms, showers less than 5’ above the standing surface shall have a minimum category classification of II (CPSC 16 CFR 1201). (CRC TR308.3.1 (1) & 308.4(5)) Provide landing with dimension at the front door.Provide detail of roof construction assembly. (CRC 902.1) Specify a minimum 0.019” (No. 26 galvanized sheet gage) corrosion-resistant or plastic weep screed located below foundation plate line and 4 inches above grade on all exterior stud walls or 2-inches above paved areas. (CRC R703.6.2.1)
The City has encountered a large number of inspection problems arising from a lack of specific framing details. The following listed items are required to be shown on the plans (CBC 107.1):
- All plumbing walls are to be framed with a minimum of 6" studs.The maximum U-factor and SHGC for glazing From T-24. Revise plans to show compliance.Show exhaust hood and exhaust vent above cooking appliances at the kitchen. (CMC 504.2) ( Show on the floor plan)All hose bibs must be protected by an anti-siphon device. (CPC 603.1) ( Show on the floor plan)Bathrooms and powder rooms are required to have at least one GFI receptacle outlet within 36 inches of each lavatory. (CEC 210.52(D)) Provide roof framing members and span to show complies with CRC 2019.Provide thickness for the foundation .Please design holddowns for the 3 feet shearwall on line A.Wind load is governing on sheet 7 of lateral calculation, Please change shearwall value on line A and Line B, to resist the wind load on sheet 7. Provide shear wall on the west side. Detail 4/SD2, show new full height studs for closing garage door. Provide shear transfer to the footing. Provide posts at each side of headers over 4 feet.The porch on North side is new, provide complete construction detail.Show posts size and footing size on sheet S1.On the elevation and floor plan, show new porch posts to comply with sheet S1.Please fillout attached Cal green forms and copy them on the drawings.