HomeMy WebLinkAbout237135_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:
10195163
PROJECT ADDRESS:
3106 S Joane Way
PLAN CHECK ENGINEER:
Mazarji, ZacTEL:714
647-5831FAX:714
647-5897
TYPE OF CONSTRUCTION:
V B
OCCUPANCY CLASSIFICATION(S):
R-3, U
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
12/26/2017
499 addition
INITIAL REVIEW
1/11/2018
EXPIRATION
6/24/2018
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Matthew Tong
3.
TEL:
(714)423-6907
FAX:
VALUATION: $54,391.00
EMAIL:
mtong81@gmail.com
FLOOD ZONE: X-0602320259J
Note: Numbers in parenthesis (unless otherwise noted) refer to code sections of the 2016 California Residential Code (CRC); 2016 California Building Code (CBC); CMC = 2016 California Mechanical Code; CPC = 2016California Plumbing Code; CEC = 2016 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. Meetings between the project applicant/designer and the plan reviewer shall be by appointment only. Please call (714) 647-5831 for an appointment, if needed.Please see red mark drawings for additional plan check comments. Red marked set must be returned with e sets of revised plans. All final 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. Plan check comments are FYI. 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.
Provide wall legend to identify all new, existing and removed walls on the floor plan and show location of existing window/door when removed due to addition.
Specify finish floor elevation of first floor. (CBC 107.2.5). Lots shall be graded to drain surface water away from foundation walls. The grade shall fall a minimum of 6 inches within the first 10 feet. (CRC R401.3)Shower compartments and walls above bathtubs with shower heads installed shall be finished with a smooth, nonabsorbent surface to a height of not less than 72” above the floor. (CRC R307.2)Glass enclosure doors and panels must be labeled Category II. Swing door outward. Net area of shower receptor shall be not less than 1,024 sq. in. of floor area, and encompass 30-inch diameter circle. (CPC411.7) Drawings to indicate that new landing, with a width not less than the width of door and length in the direction of travel of not less than 36 inches, will be provided on each side of doors. The elevation of landing shall not exceed 1 ½ inch difference than the threshold of the doorway (7 3/4 inch if door does not swing over the landing or steps) in each direction. (CRC R311.3.1) Specify that the maximum slope of any landing shall not exceed ¼ inch per foot. (CRC R311.3) 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)) Specify tempered window adjacent to new bath room addition. (CRC R308.4 (2)) Fireblocking is required in concealed spaces 10’ o.c. horizontal, vertically at the ceiling and floor levels, connections between horizontal and vertical spaces, concealed spaces between stair and landing, openings around vents, pipes, ducts, cables, wires, chimneys and fireplaces. (CRC R302.11)
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.
- Double walls used as plumbing walls are to be a minimum of 8" wide and no "flat" studs permitted.
Staggered studs are acceptable.
- Permissible notching and boring of joists are to be shown on the plans and shall not exceed CBC
Section 2308.10.4.2 allowances.
- Notching of exterior and bearing/nonbearing walls shall not exceed 25%/40% respectively. Bored
holes in bearing/nonbearing walls shall not exceed 40%/60% respectively. In no case shall the
edge of the bored hole be nearer than 5/8 inch to the edge of the stud. (2308.9.10 and 2308.9.11)
- Header and trimmer details for doors and windows are to be shown with full length trimmers,
specifying the size of the header and trimmer. (2308.10.4.3)
- All framed buildings which are required to be designed by an engineer or architect must be signed
prior to submission into plan check
- All stud bearing walls are required to comply with the minimum requirements for load bearing walls.
Show location(s) and provide typical construction details. (2308.9)
- Other methods may be used provided a satisfactory engineering and/or architectural design is
submitted.
The residence shall conform to the State Energy Conservation Standards. Submit forms and calculations for review and blueprint the final forms on the plans. (provide required signature on the T-24 Form)
The plan check consultant must sign documentation certifying that a thorough, competent review
has been performed on behalf of the Enforcement Agency. Please see attached.
Please refer to attached 2016 Gal Green Forms and provide a completed copy on the drawings.
Reference detail, 7 on Sheet 17, Submit calculations for design of shear block (Nail/bolt) due do large span of roof rafters. Detail the shear transfer connections which transfer lateral forces from horizontal diaphragms through intermediate elements and shear walls to the foundation. (1603)
Reference detail 17 on Sheet SD2; Detail how the interior shear walls are connected to the roof/floor diaphragm(s). (1603) please refer to red marks on the drawings. . Show a concrete encased electrode (UFER ground) on the foundation plan, sized in accordance with Article 250.52A (3). Show location of bonding wire to metal water supply system, or ground rods. (CEC 250.52A (1) & (5))