HomeMy WebLinkAbout267730_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:
101104404
PROJECT ADDRESS:
1911 1/2 N Spurgeon St
PLAN CHECK ENGINEER:
Ahangian, KathyTEL:714
647-5812
EMAIL:
Kahangian@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
V B
OCCUPANCY CLASSIFICATION(S):
R-3
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
8/25/2020
INITIAL REVIEW
9/8/2020
EXPIRATION
2/21/2021
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Jose Tovar
3.
TEL:
(760)600-6967
FAX:
VALUATION: $91,356
EMAIL:
jt@apexbuildsit.com
FLOOD ZONE: X-0602320163J
Note: Numbers in parenthesis (unless otherwise noted) refer to code sections of the 2019 California Residential Code (CRC); 2019 California Building Code (CBC); CMC = 2019 California Mechanical Code; CPC = 2019 California Plumbing Code; CEC = 2019 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.The drawings/information submitted for Building Safety Division review is incomplete. The applicant shall, prior to resubmitting, complete all construction documents to show compliance with the 2019 California Building Standards Code with local amendments and to clearly indicate the scope of work under this building permit application. There may be additional requirements when complete construction drawings and supporting data is submitted for Building Safety Division review.
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).( Please provide all grading requirements per attached Handout (Grading permit requirement for ADU) on the drawings in lieu of grading permit. )
Provide a fully dimensioned Site Plan on the drawings and on a separate 8-1/2" x 11" sheet of paper.
Provide a statement on the title sheet of the plans that this project shall comply with following codes:
- 2019 California Residential Code (CRC)
- 2019 California Building Code (CBC)
- 2019 California Electrical Code (CEC)
- 2019 California Mechanical Code (CMC)
- 2019 California Plumbing Code (CPC)
- 2019 California Green Building Standards Code (CGBS) or CALGreen
- 2019 California Energy Code (CEnC)
- City of Santa Ana Municipal Code
Provide eave / overhang / projection setback to all property lines.
On detail O1/ S-3 shows overhang is 30”, please revise to show maximum 12”.Projections of dwelling units and accessory buildings without an automatic residential fire sprinkler protection are not permitted less than 2 feet to the property line and are required to be 1 hour fire rated on the underside with a fire separation distance between 2 feet and 5 feet. (CRC Table R302.1 (1)) ( Show on the detail)Show location of heating equipment on the plans. (CRC R303.8)All new construction, Interior or exterior alterations, repairs, or additions requiring a permit and having a valuation in excess of $1,000,, an approved carbon monoxide alarm shall be installed in dwelling units and in sleeping units within which fuel-burning appliances are installed and in dwelling units that have attached garages shall be provided with carbon monoxide alarms (CRC R315)
- Carbon monoxide alarms shall only be required in the specific dwelling unit or sleeping unit for
which the permit was obtained. Carbon monoxide alarms required by Sections R315.1 and
R315.2 shall be installed in the following locations: ________.
- Outside of each separate dwelling unit sleeping area in the immediate vicinity of the bedroom(s).
- Where more than one carbon monoxide alarm is required to be installed within the dwelling unit or
within a sleeping unit the alarm shall be interconnected in a manner that activation of one alarm
shall activate all of the alarms in the individual unit. (Provide for the hallway)Shower 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)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)Provide diaphragm chord connection details addressing both tension and compression loading.
In lieu of soils investigation report per Sections 1803.6 of the 2019 California Building Code, revise structural calculations for minimum foundation/footing design requirements for small projects as follows:
- Allowable foundation pressure not to exceed 1000 PSF.
- The minimum depth of footings below undisturbed ground surface to be 12 inches.
Please fillout attached Grading form and copy it on the drawings.
Sill plates supporting shear walls with lateral loads greater than 350 pounds/foot require a 3-inch nominal or greater member. (T2306.3, Footnote i)
The detail provided for shearwall number 1, doesn’t have the capacity of 870 # please revisit the detail and capacity.
Detail the shear transfer connections which transfer lateral forces from horizontal diaphragms through intermediate elements and shear walls to the foundation. (Detail F-1/S3 and Gable end)
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.
- Header and trimmer details for doors and windows are to be shown with full length trimmers,
specifying the size of the header and trimmer. (2308.10.4.3)
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 diaphragm specify thickness, grade, T&G edges, panel span rating, nailing schedule and required blocking and panel layout pattern.
Show where ridge beams are being started and supported, show dimensions and provide calculation.
Provide calculation to show how 2x 8 will carry load from king posts.
Calculation shows 17’ span for ceiling joists, but drawing shows 30’ please revisit calculations accordingly.
Provide calculation to show Ceiling joists can carry loads from ridge beam. (detail KSR/ S-3)
Provide strap from shearwall to the opening at the front of the house.
On detail EST / S-3 show how the hinge will be prevented.
Provide framing plan for the porch.
At the porch show how 6x 10 beam will be supported on 4x4 post.
Please fillout attached Cal-Green forms and copy it on the drawings.Indicate all compliance measures from the energy compliance documentation on the plans. (i.e., Insulation for sections, U-factors SHGC). Revise door and window schedule or floor plans to show compliance. Insulation shown on the plans does not agree with CF-1R form; revise framing plans. Wall R= 15 ceiling R=30.Show exhaust hood and exhaust vent above cooking appliances at the kitchen. (CMC 504.2) All hose bibs must be protected by an anti siphon device. (CPC 603.1) Specify that Ground Circuit Interrupter (GFI) outlets shall be provided in bathrooms, garages, basements, crawl spaces, outside, and at all kitchen counters and islands. (CEC 210.8(A)) Provide an electrical floor plan showing location of receptacle and lighting outlets. (CEC 210.52(A-H) & 210.70) Provide panel schedule and load calculations in accordance with CEC Article 220. Revise electrical plans to show receptacle outlets so that no point along the wall is further than 6 feet from an outlet. (CEC 210.52(A)) Bathrooms and powder rooms are required to have at least one GFI receptacle outlet within 36 inches of each lavatory. (CEC 210.52(D)) Please change window #4 to 4x4 sliding on window schedule.