HomeMy WebLinkAbout296835_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:
101113359
PROJECT ADDRESS:
2033 S Halladay St
PLAN CHECK ENGINEER:
Huang, GaryTEL:714
647-5862
EMAIL:
Ghuang@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
V B
OCCUPANCY CLASSIFICATION(S):
R-3
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
12/30/2022
INITIAL REVIEW
1/14/2023
EXPIRATION
6/28/2023
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Francisco Pulido
3.
TEL:
(714)805-1749
FAX:
VALUATION: $28,000.00
EMAIL:
francisco.pulido5@yahoo.com
FLOOD ZONE: X-0602320276J
GUIDELINES:
Comments contained within this report reflect only those of the Building and Safety Division. Additional comments or corrective action may be required by other Departments and/or outside Agencies
This Plan Review Report and all subsequent code references are based upon the most recent version(s) of the 2019 California Building Codes (CBC, CRC, CFC, CEC, CPC, CMC, CGBSC, and CEES)
The approval of plans and any supporting documents does not permit the violation of any section of the adopted building codes or other pertinent local ordinances, or state and federal laws
All listed plan review comments must be adequately addressed before a building permit can be issued
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.
Please see correction 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 plan check fees.
PLAN REVIEW COMMENTS:
Applicant shall address all the checked‘☒’ correction comments below before resubmitting plans to Building Safety for recheck.
☒1. 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 Approval; and a copy of the school fee worksheet, completed 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).
☐2. 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."
☐3. 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."
☐4. Provide a project description with a complete and detailed scope of work on the cover sheet of the plans.
☒5. Note on plan: All concealed work installed without permits must be exposed for inspection to the satisfaction of the Building Inspector. This includes methods of attachment and all footings, structural members, mechanical, electrical, plumbing and insulation.
[Comment Resolved]
☐6. Provide the following design data on the first sheet (R106.1.1)
☐Occupancy groups (R-3/U)
☐Type of construction (V-B)
☐Automatic Fire Sprinkler (YES or NO)
☐Number of stories.
☐Floor area per occupancy group, including the existing structure(s)
☐Construction shall comply with the 2019 CRC, CBC, CPC, CMC, CEC, California Green Building Code, and California Energy Efficiency Standards Code editions.
☒7. Note on plan: Mechanical, electrical and plumbing are not part of this plan review and approval. MEP are subject to building field inspection.
[Comment Resolved]
☐8. Add note on the coversheet: Minimum ________(KW) photovoltaic system will be submitted under a separate permit and shall be issued prior to building frame inspection request.
☐9. Provide a complete plot plan showing – (R106.2)
☐Location and size of all structures on the lot.
☐Identify all property lines and easements, streets, etc.
☐Show north arrow.
☐Distances between buildings (main house, detached garage, accessory dwelling unit, etc.).
☐Distances (setbacks) between buildings and property lines.
☐10. Complete the Grading exemption checklist and reproduced onto the plan.If answering “NO” to any of the questions, a grading plan and a grading permit shall be required.
☐11. Provide a Site Drainage plan, prepared by a California registered civil engineer, with the following information, but not limited to:
Plan(s) shall be stamped, signed and dated by a California registered civil engineer
Location of all existing and proposed structures, property lines, right-of-way lines, and easements, including dimensions and setbacks
Drainage slopes and flow patterns
Drainage system such as swales, french drains, water collection and disposal system, etc.
Drainage plan shall indicate how the site grading or drainage system will manage all surface water flows to be diverted away from buildings and adjoining property lines, in accordance with all applicable codes
The grade shall fall not fewer than 6 inches within the first 10 feet from the foundation wall. Where lot lines, walls, slopes or other physical barriers prohibit 6 inches of fall within 10 feet, drains, or swales shall be constructed to ensure drainage away from the structure. Impervious surfaces within 10 feet of the building foundation shall be sloped not less than 2 percent away from the building. (R401.3 CRC)
☒12. Exterior walls without Automatic Residential Fire Sprinkler – (Table R302.1(1))
Exterior walls located less than 5-ft from a property line shall be of one hour construction.
Exterior walls located less than 3-ft from a property line – No opening shall be provided.
Wall between 3-ft and 5-ft of the property line – 25% of wall openings are permitted.
Eaves projection – Provide one-hour protection on the underside of eave when eaves projected into the 5-ft of fire separation distance. No projection beyond 2-ft of the fire separation distance.
[Comment Resolved]
☐13. Exterior walls with Automatic Residential Fire Sprinkler – (Table R302.1(2))
Exterior walls located less than 3-ft from a property line shall be of one-hour construction.
No opening is permitted when wall located lest than 3-ft from the property line.
Eaves projection – Provide one-hour protection on the underside of eave when eaves projected into the 3-ft of fire separation distance. No projection beyond 2-ft of the fire separation distance.
☒15. Attic access and Ventilations –
☒Show location(s) of 22" x 30" attic access with 30" minimum clear headroom. (R807.1)
☒Show on the plans - attic vent locations, type and size (area = 1/150 of the attic space). Provide an attic cross ventilation summary; on the plans indicate the total area required versus provided. (R806.1)
[Comment Resolved]
☒16. Roofing requirements – (R902.1)
☒A Class “C” roof is required. On the plan, specify manufacturer’s name, ICC/UL report number and Class for the roofing material.
☐Specify the pitch of the roof plan. Provide two layer of vapor barrier if roof slope is lower than 4:12.
☐Cool roof is required. On the plan, specify CRRC #.
[Comment Resolved]
☐42. Please see marked-up plans for additional requirement/comments.
Energy Conservation – Title 24 Energy forms & calculations
☒1. Provide documentation to demonstrate compliance with the California Energy Code.
☒2. Climate zone 8 is used.
☐3. Compliance forms with signatures must be provided on plans.
☐4. Kitchen shall be vented to the outside. On the plan, please show exhaust fan(s) in kitchen (100 cfm minimum).
☐5. New building, or addition more than 1000 sq.ft. – Provide Whole house ventilation. On the plan, please provide/show method of whole house ventilation in compliance with ASHRAE Standard 62.2. – provide complete notes, details and calculations. (150.0(o))
☒6. Provide building sections to show building envelope, including wall, floor, and roof/ceiling insulation, per Title 24 calculation.
[Comment NOT Resolved –Please provide Title 24 calculation for both the main building and the garage building]
☐7. On the plan, please specify U-factor (not higher than 0.3) and SHGC (not higher than 0.23 min) for building fenestration, per Title 24 calculation.
☐8. Photovoltaic system is required for all newly constructed low-rise SFD including detached ADU, and Multifamily buildings. On the plan, please specify minimum system size (in KW) in accordance with the Title 24 calculation. (Section 150.1(c)14; 150.1(b)(1))☒Additional Review Comment:
Sheet T-02
Provide construction detail of how to extend (E) wall stud from flat roof to a gable roof
[Comment Resolved]
Sheet S-2
Provide construction detail showing how (E) 2x4 and (N) 2x6 R.R. are connect and their relative elevation
[Comment Resolved]
Indicate (E) garage header size on plan and provide calculation justify added new wall above the garage door is adequate
[Comment Resolved]
Provide lateral analysis for roof diaphragm for both building
[Comment Resolved]
Verify detail 2/SD-2 reference. Should it be 2/SD-1?
[Comment Resolved]
Sheet SD-1
Detail 4: identify ceiling girder beam size on plan
[Comment Resolved]
Detail 11: provide drag calculation and update number of 16d nail required
[Comment Resolved]
Red marked comment set is available to pick-up at the City Hall. ☒Additional Review Comment (1/31/2023):
Sheet T-0.1
Clearly identify if the (E) garage is being convert to a living space. If is not a part of the scope of work. A separate permit is required for conversion. Remove interior partition shown
Sheet T-0.2
Detail 1: Identify on plan where is this section being cut; (E) garage is not being convert as it is not a part of this permit. Remove interior partition shown
Sheet S-2
For both the Main house and Garage building:
Identify the (N) rafter tie on plan, and provide construction detail. See comment on detail 4/SD-1 and detail 7/SD-1. If (E) R.R. to remain, it is not consider a rafter tie since it is lower than double top plate per detail 5/SD-1
Identify on plan the location of (E) R.R to remain per detail 5/SD-1
Sheet SD-1
Detail 4:
Clearly identify the existing member is (E) R.R or it is a C.J.?? It is conflicting information as shown on plan. Also identify location of (N) rafter tie on detail. See comment of plan S-2
Provide structural calculation for required rafter tie strap, and indicate on detail
Detail 7: Rafter Tie should not be more than 1/3 height from wall double top plate. Provide revise detail to indicate full section of (N) rafter tie, and (E) roof rafter.
Red marked comment set is available to pick-up at the City Hall.(End of Comment)