HomeMy WebLinkAbout187507_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:
10179250
PROJECT ADDRESS:
437 E Adams St
PLAN CHECK ENGINEER:
Vo, TungTEL:714
647-5830FAX:714
647-5897
TYPE OF CONSTRUCTION:
V B
OCCUPANCY CLASSIFICATION(S):
R-3, U
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
7/16/2013
INITIAL REVIEW
8/13/2013
EXPIRATION
1/12/2014
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Javier Mendez
3.
TEL:
(714)754-7190
FAX:
(714)616-5281
VALUATION: $182,600.00
EMAIL:
emendjav@sbcglobal.net
FLOOD ZONE: X-0602320278J
Note: Numbers in parenthesis (unless otherwise noted) refer to code sections of the 2010 California Residential Code (CRC); 2010 California Building Code (CBC); CMC = 2010 California Mechanical Code; CPC = 2010 California Plumbing Code; CEC = 2010 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) 647-5830 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.
- 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.
-Grading Permit. Application is made through the Building Safety Division (647-5800) and the
plan review is by the Public Works Agency (647-5039).
Delete notes and details that do not apply to this project. (CBC 107)Show the complete legal description and assessor's parcel number on the plans.
Provide building information on plans:
- Occupancy type: R3 / U
- Construction type: Type V – B
- Fire sprinklered: Yes / No
- Fire sprinkler type:(where applicable)
Provide a statement on the title sheet of the plans that this project shall comply with following codes:
- 2010 California Residential Code (CRC)
- 2010 California Building Code (CBC)
- 2010 California Electrical Code (CEC)
- 2010 California Mechanical Code (CMC)
- 2010 California Plumbing Code (CPC)
- 2010 California Green Building Standards Code (CGBS) or CALGreen
- 2010 California Energy Code (CEnC)
- City of Santa Ana Municipal CodeShower 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)Private garage shall be separated from the residence and its attic by a minimum ½ -in gypsum board applied to the garage side. 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 detail of roof construction assembly. (CRC 902.1) Specify ICC approval number and weight per square foot for roof coverings. (CRC R905.3.4 and R905.3.5) 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)
3”x3”x.229” steel plate washers are required on all anchor bolts in a braced wall line. (CRC R403.1.6.1)Submit two (2) copies of a geotechnical report for the subject project in accordance with CBC Section 1802. The geotechnical engineer shall include in said report applicable items noted under CBC Section 1803.6.CBC Section 1803.6 Reports. The soil classification and design load-bearing capacity shall be shown on the construction document. Where required by the building official, a written report of the investigation shall be submitted that includes, but need not be limited to, the following information:
- A plot showing the location of test borings and/or excavations.
- A complete record of the soil samples.
- A record of the soil profile.
- Elevation of the water table, if encountered.
- Recommendations for foundation type and design criteria, including but not limited to: bearing
capacity of natural or compacted soil; provisions to mitigate the effects of expansive soils; mitigation
of the effects of liquefaction, differential settlement and varying soil strength; and the effects of
adjacent loads.
- Expected total and differential settlement.
- Pile and pier foundation information in accordance with Section 1810.
- Special design and construction provisions for footings or foundations founded on expansive
soils,as necessary.
- Compacted fill material properties and testing in accordance with Section 1804.5.
CBC Section 1803. Geotechnical report recommendations are considered to be minimum standards. Structural calculations and drawings must meet or exceed said minimum standards. Show compliance with the following geotechnical report recommendations:
The geotechnical report requires foundation excavations to be reviewed by a geotechnical engineer. Note on the foundation plan "Prior to requesting a Building Safety Division foundation inspection, the geotechnical engineer shall inspect and approve the foundation excavations." (1803)
Have the consulting geotechnical engineer review and approve the foundation plans. (1803)Note on the Foundation Plan(s): “Prior to calling for Foundation Inspection, the building corners shall be surveyed and staked by a California licensed Land Surveyor or qualified Civil Engineer. The survey and staking must be documented and bear the stamp and signature of the person responsible for the survey and staking. The certification document must be submitted to the Building Inspector at the time of Foundation Inspection.”
Provide a minimum of two No. 4 bars at top and at bottom of continuous footing.
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)The construction documents shall provide sufficient clarify to indicate the location, nature, and scope of the proposed green building features. CGBC 102.2Plans shall indicate method of verification of compliance with all CALGreen requirements. Third party or other methods shall demonstrate satisfactory conformance with mandatory measures. Include City's Mandatory Measures Checklist copies onto plans.Provide a 3-inch clearance on all sides, back and top and 6 inches in front of the furnace and water heater. (CMC 904.2) Show exhaust hood and exhaust vent above cooking appliances at the kitchen. (CMC 504.2) Show how the dryer will be vented to the outside air. (CMC 504.3) A dryer compartment shall be provided with a minimum opening of 100 square inches for makeup air in the door or by other approved means. (CMC 504.3.2) Note on the plans: "An approved backwater valve is required for drainage piping serving fixtures located below the elevation of the next upstream manhole cover. Fixtures above such elevation shall not discharge through the backwater valve. Clean outs for drains that pass through a back water valve shall be clearly identified with a permanent label stating “backwater valve downstream." (CPC 710.1) All hose bibs must be protected by an anti siphon device. (CPC 603.1) Provide water heater anchor straps within the upper and lower 1/3. (CPC 508.2) Bathrooms and powder rooms are required to have at least one GFI receptacle outlet within 36 inches of each lavatory. (CEC 210.52(D)) At least one outlet to be installed at the front and rear of each dwelling unit. (CEC 210.52(E)) An accessible receptacle outlet is required on balconies, decks, or porches of dwelling units above grade level. (CEC 210.52(E) 3)
Correction is ready to pick up at the counter. Please see additional corrections on plan and calculation. Additional corrections may follow when revised plan resubmitted.