HomeMy WebLinkAbout216585_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:
10188819
PROJECT ADDRESS:
1043 W Fairbrook Ln
PLAN CHECK ENGINEER:
Ahangian, KathyTEL:714
647-5812FAX:714
647-5897
TYPE OF CONSTRUCTION:
V B
OCCUPANCY CLASSIFICATION(S):
R-3
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
4/4/2016
INITIAL REVIEW
4/19/2016
EXPIRATION
10/1/2016
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Jaime Chavez
3.
TEL:
(714)651-8460
FAX:
VALUATION: $41,965.00
EMAIL:
GRT133@aol.com
FLOOD ZONE: X-0602320144J
Note: Numbers in parenthesis (unless otherwise noted) refer to code sections of the 2013 California Residential Code (CRC); 2013 California Building Code (CBC); CMC = 2013 California Mechanical Code; CPC = 2013 California Plumbing Code; CEC = 2013 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.
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.
Scale of Drawings must be large enough to insure legibility.
Provide a fully dimensioned Site Plan on the drawings and on a separate 8-1/2" x 11" sheet of paper. The minimum net area of under-floor space ventilation shall not be less than the floor area/150. (CRC R408.1) Provide the minimum 1-3/8 inch solid-core wood door, a solid or honeycomb core steel door not less than 1-3/8 inch thick, or a 20-minute fire rated door between the garage and residence unless both are protected by an automatic residential fire sprinkler system. (CRC R302.5.1) Doors between the garage and private residence shall be self-closing and self-latching. (CRC R302.5.1) Provide a section of stairway showing a maximum rise of 7.75 inches and a minimum run width of 10 inches for straight stairways. The maximum difference between the stair risers and treads shall not be greater than 3/8”. (CRC R311.7.4) 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)
3”x3”x.229” steel plate washers are required on all anchor bolts in a braced wall line. (CRC R403.1.6.1)
Provide a minimum of two No. 4 bars at top and at bottom of continuous footing.
Provide a weep screed for stucco at the foundation plate line a minimum of 4 inches above the earth or 2 inches above paved areas. (2512.1.2)
Show location of underfloor access crawl hole (18 x 24 inches). (CRC R408.4)
Call out anchor bolt size and spacing on foundation plan. Provide 1/2" diameter embedded 7" minimum at 6' o.c. maximum spacing (4' o.c. for 2 stories). CRC R403.1.6
Show 8" min distance from grade to wood sill framing and sheathing. CRC 317.1.
Please fillout attached SB407 form, and copy it on the drawings.
Show where the ceiling joists starts and where end.
Please revisit loading for new hips, apparently there is a typo.
On shear wall calculation on line 2, another interior shear wall 9 feet away from line 2 shearwall is considered. Please fields verify and show on foundation and framing plan the wall is meeting the requirements of shear wall.
For beam # 3 ½ x 9 ¼ , provide detail to show how existing rafters are being supported on new beam and how lateral load will be transferred from existing foor to beam and new shear wall.
Show how existing hip can carry additional load from new roof.