HomeMy WebLinkAbout197198_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:
10182211
PROJECT ADDRESS:
1522 W Eleventh St
PLAN CHECK ENGINEER:
Ahangian, KathyTEL:714
647-5812FAX:714
647-5897
TYPE OF CONSTRUCTION:
V B
OCCUPANCY CLASSIFICATION(S):
R-3, U
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
8/13/2014
INITIAL REVIEW
9/22/2014
EXPIRATION
2/9/2015
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Ignacio Garcia Ochoa
3.
TEL:
(714)904-4823
FAX:
VALUATION: $22,500.00
EMAIL:
ochoam@aol.com
FLOOD ZONE:
Note: Numbers in parenthesis (unless otherwise noted) refer to code sections of the 2013 California Residential Code (CRC); 2013California 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.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.
- Proof of Worker's Compensation Insurance shall be required at the time of permit issuance.Show a 7' minimum ceiling height for habitable rooms, hallways, bathrooms, toilet & laundry rooms, and basements containing these spaces. (CRC R305.1) Show exterior wall construction assembly. A minimum of one layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt shall be applied over studs of all exterior walls. Specify that two layers of Grade D or 60 minute Grade D paper shall be applied over all wood base sheathing. (CRC R703.2) 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)
Foundation and floor slabs on expansive soil shall conform as follows, unless approved soil report indicates soil is not expansive by the Expansion Index Test method, or recommends other details (1808.6 ):
- Floor slab 3½ inches thick over 4-inch thick coarse aggregate base or plastic moisture barrier
membrane (6 mils thick) and reinforced with No. 3 bars at 24 inches on center both ways or 2 layers
of 6 x 6 - 10/10 welded wire fabric or 1 layer of 6 x 6 welded wire fabric.
- Saturate the soil 18 inches deep before placing the concrete slab.
Note on the plans that foundation anchor bolts in walls shall have an approved plate washer under each nut; and the nuts shall be tightened just prior to covering the wall framing. Plate washers a minimum of 3 inch by 3 inch by 0.229 inch thick shall be used on each bolt. (AF&PA SDPWS 4.3.6.4.3)
Detail how the interior shear walls are connected to the roof/floor diaphragm(s). (1603)Note on plans that “Field-cutting ends, notches and drilled holes of preservative-treated wood shall be treated in the field in accordance with AWPA M4”. (CRC R317-1.1)
Provide details for retrofit shear and tension anchor bolts on plans. Provide calculations as needed
Provide 3 x 3 x .229" plate washers. CRC R602.11.1
Provide shear wall at 4 sides of the addition,
Please show all the exterior insulation and ceiling insulation per T-24 on the framing plan.
Please fillout attached Sb407 form and print on the drawings.