HomeMy WebLinkAbout251013_3_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:
10199250
PROJECT ADDRESS:
2310 S Glenarbor 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
2/21/2019
INITIAL REVIEW
3/3/2019
EXPIRATION
8/20/2019
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Laura Guerrero
3.
TEL:
(562)688-7728
FAX:
VALUATION: $59,623.00
EMAIL:
Laura@gadesignbuild.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 = 2016 California 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. 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 persons preparing plans for others shall sign those plans. Business and Professions Code Chapter 3, Division 3, Section 5536.1 (a).
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.
- 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 / U
- Construction type: Type V – B 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)Glazing in swinging, sliding, and bifold doors 9 square feet or less shall be a minimum category classification of I (CPSC 16 CFR 1201) and II (CPSC 16 CFR 1201) when more than 9 square feet or sliding. (Table R308.3.1 (1), R308.3 (1)) Private garage shall be separated from the residence and its attic by a minimum ½ -in gypsum board applied to the garage side. Callout attic vent locations, sizes and types on plans. Provide attic ventilation calculation to show minimum ventilation is provided. (CRC R806.2) ,also for the area covered by california roof.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)
Detail the shear transfer connections which transfer lateral forces from horizontal diaphragms through intermediate elements and shear walls to the foundation. (1603)
Detail how the interior shear walls are connected to the roof/floor diaphragm(s). (1603)
Clearly identify all design assumptions & load criteria on the plans. As a minimum:
- Dead Loads of roof/ceiling, floors, exterior/interior walls (R301.2.2.2.1);
- Live Loads for roof, attics with limited storage, attics without storage, habitable attics and attics
served with fixed stairs, floors, and balconies/decks, and stairs per Tables R301.5 & R301.6;
- Wind Loads per Section R301.2.1and wind exposures per Section R301.2.1.5;
- Seismic Loads per Section R301.2.2;
- Local Jurisdiction Design Criteria per Table R301.2(1)
For plywood roof specify thickness, grade, T&G edges, panel span rating, nailing schedule and required blocking and panel layout pattern.
Provide details for retrofit shear and tension anchor bolts on plans. Provide calculations as needed
Provide strap between shearwall to the openings.
Provide strap from interior shear wall to the opening.
Is there any support or kicker for the ridge board at the California roof. (since it is a big span)
Please fillout attached SB-407 and copy it on the drawings.