HomeMy WebLinkAbout236204_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:
10194837
PROJECT ADDRESS:
1513 1/2 N Parsons St
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
11/16/2017
INITIAL REVIEW
11/26/2017
EXPIRATION
5/15/2018
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Leon Tran
3.
TEL:
(714)418-6604
FAX:
VALUATION: $55,000.00
EMAIL:
trandesign7@gmail.com
FLOOD ZONE: A-0602320143J
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 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.
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.
-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).
In addition to other fees, a "Park Acquisition and Development Fee" in the amount shownbelow
shall be required pursuant to a resolution of the City Council for the Recreation andCommunity
Services Agency; net addition of ________ bedroom(s).Amount of $3,206.86; net addition of 1 bedroom
Provide a fully dimensioned Site Plan on the drawings and on a separate 8-1/2" x 11" sheet of paper.
This project is in a special flood hazard area designated on the flood insurance rate map (FIRM) as zone A or AE. This zone requires that the lowest finish floor elevation (including basement) of the structure shall be at (or above) base flood elevation determined by a hydrology study for the A zone, or at (or above) the base flood elevation specified for the AE zone, on the flood insurance rate map. All elevations must be referenced to the National Geodetic Vertical Datum. Reference should be made to the Flood Plain Management Ordinance, Santa Ana Municipal Code, Chapter 7, for complete requirements. Drawings shall show compliance with said ordinance including noting flood zone and finish floor elevation."
Note on plans: "A Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE shall be completed by a California Licensed Land Surveyor or California Registered Civil Engineer who is authorized to practice land surveying. The completed ELEVATION CERTIFICATE must be submitted to the Building Inspector at the time of foundation inspection, and a final certificate must be submitted at the time of final inspection."
Provide eave / overhang / projection setback to all property lines.Show 30-inch clear width for water closet compartments and 24-inch clearance in front of a water closet. For an FAU located in the attic provide a minimum access of 22 x 30 inches, a 24-inch wide walkway, a 30-inch deep work platform, and electric light outlet adjacent to the furnace and switched by the opening. (CMC 904.11 & 305)Revise plans to indicate that a 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. Revise plans at door from ________ to show compliance. (CRC R311.3.1) Identify the doors and windows on the floor plan to match door and window schedule.Callout attic vents locations, sizes and types on plans. Provide attic ventilation calculation to show minimum ventilation is provided. (CRC R806.2)The total net free ventilating area shall not be less than 1/150or 1/300 when a Class I or II vapor barrier is installed on the warm-in-winter side of the ceiling. (CRC R806.2) 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)
Submit engineering calculations for vertical and lateral loads prepared by a registered Civil, Structural Engineer or Architect. Additional Structural Corrections may apply.
CBC Section 1910.1. A 6-mil (0.006 inch) polyethylene vapor retarder with joints lapped not less than 6 inches shall be placed between the base course or subgrade and the concrete floor slab, or other approved equivalent methods or materials shall be used to retard vapor transmission through the floor slab.
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.
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 ):
- Continuous footings under exterior walls and interior bearing walls extending below grade 24" and
18" respectively and below foundation wall crawl hole. Piles or piers are permitted without
interconnected grade beams to support first floor loads only. Pad footing located under a reinforced
slab within the confines of a perimeter footing need not be connected by a grade beam.
- Two continuous No. 4 bars 4 inches from bottom and two continuous No. 4 bars 4 inches from top of
foundation.
- 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.
Detail how the interior shear walls are connected to the roof/floor diaphragm(s). (Since it is a long structure)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.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) Show building is in compliance with California Green Building Code.Please fillout attached CalGreen Checklist and Certification and copy it on the drawings.Show location of water heater.
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)
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
Provide strap from openings to the shearwall. Provide water heater anchor straps within the upper and lower 1/3. (CPC 508.2)