HomeMy WebLinkAbout289421_7_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:
101110992
PROJECT ADDRESS:
1423 N Mar-Les Dr Unit# 3
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, U
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
8/30/2022
INITIAL REVIEW
9/2/2022
EXPIRATION
2/26/2023
RECHECKS:
1.11/14/22
PROJECT APPLICANT CONTACT PERSON:
2.4/9/23
Xavier Velasco
3.6/12/23
4. 7/10/23
5. 7/28/23
TEL:
(714)335-1522
FAX:
VALUATION: $95,640.00
EMAIL:
xavierjordi@posteo.net
FLOOD ZONE:
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.
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.
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.
- 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).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__2_ bedroom(s).Amount of $4,948.00; net addition of 2 bedrooms
Provide a fully dimensioned Site Plan on the drawings and on a separate 8-1/2" x 11" sheet of paper. Ok 11/14/22
New one- and two-family dwellings and townhouses shall have an automatic fire sprinkler system installed in accordance with CRC Section R313.3 or NFPA 13D. Contact the Santa Ana Fire Department for fire sprinkler permit requirements (714) 647-5839. (CRC R313)Ok 11/14/22
Specify finish floor elevation of first floor. (CBC 107.2.5)Ok 11/14/22Show the complete legal description and assessor's parcel number on the plans. Pending 11/14/22 not found Ok 4/9/23
Provide an Index of drawings on cover sheet.Ok 11/14/22The address of the building, and the name and address of the owner(s) and person(s) preparing the plans are required on the first sheet of the plans. (CBC 107)Ok 11/14/22Include address and telephone number of the responsible designer and date of signing of drawings.Ok 11/14/22
List all deferred submittals on cover sheet. (CRC R106.3.3)Ok 11/14/22
Provide eave / overhang / projection setback to all property lines. Pending 11/14/22 Provide 1-hr fire rated for the overhangs. Pending 4/9/23, Not Found Pending 6/12/23, please call the detail. Pending 7/10/23, detail on page 6C, creates concealed space, please revise the detail.Ok 7/28/23
Lots shall be graded to drain surface water away from foundation walls. The grade shall fall a minimum of 6 inches within the first 10 feet. (CRC R401.3) Pending 11/14/22 , show on the site plan.Pending 4/9/23Pending 6/12/23 Please show on the site plan.Ok 7/10/23Basements, habitable attics, and every sleeping room in dwelling units must have a window or exterior door for an emergency exit, sill height not more than 44 inches above the floor, 5.7 square feet of openable area, 24 inches clear opening height, 20 inches clear opening width and shall open directly into a public street, alley, yard, or exit court. Windows ______ do not comply. (CRC R310.1-R310.1.3) Ok 11/14/22Show 30-inch clear width for water closet compartments and 24-inch clearance in front of a water closet. Ok 11/14/22Show location of heating equipment on the plans. (CRC R303.8)Ok 11/14/22Shower 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)Ok 11/14/22Private garage shall be separated from the residence and its attic by a minimum ½ -in gypsum board applied to the garage side. Ok 11/14/22 Provide 2 #5 top and bottom for footing per soils report.Ok 11/14/22 Provide #4 rebar at 18” O.C , both direction for slab per soils report.Ok 11/14/22Provide 15 mil polyethylene moisture barrier per soils report.Ok 11/14/22Provide 5 inch thick slab for driveway.Ok 11/14/22Please note Geotechnical observation during construction info on the drawings from page 9 of the soils report.Ok 11/14/22Provide minimum 24” square for pad footings per soils report.Ok 11/14/22Specify 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) Pending 11/14/22, Show on the detail.Ok 4/9/23
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)Ok 11/14/22
Geotechnical engineer shall review and stamp foundation plan.Ok 11/14/22
Please note information for site preparation/ Grading from page 5 of the soils report on the foundation plan.Ok 11/14/22
Provide a minimum of two No. 5 bars at top and at bottom of continuous footing. Ok 11/14/22
Note on drawings: "Truss supplier shall submit calculations and shop drawings signed by a registered civil engineer to the responsible project designer who agrees to review the shop drawings for acceptance prior to fabrication. Shop drawings and calculations shall be submitted to the Building Safety Division for acceptance after the responsible project designer has noted his/her acceptance and prior to fabrication.”Ok 11/14/22
Truss drawings must reflect compliance with CBC Sections:
-Plans, structural calculations, and specifications must be prepared by a California registered civil
engineer. (A106.1)
- Fire-resistive protection of trusses when required by Table 6-A.
-Regulation of prefabricated construction including required inspections and certifications. (1703.6)
Revise structural calculations to show compliance with AF&PA SDPWS T4.3.4 for shear wall ratio of 2:1. For design to resist seismic forces, shear wall height-width ratios greater than 2:1, but not exceeding 3½:1, are permitted provided the allowable shear values in T4.3.4 are multiplied by 2bs/h. Pending 11/14/22, Garage shear wall ratio exceeding 2:1, provide detail for perforated shearwall and provide hold downs at each shearwall. Pending 4/9/23, please provide response and corrected detail. Please See sheet S-1, Detail 8/ SD2 doesn’t apply.Pending 6/12/23 This is not a perforated shearwall. Provide hand calculation or provide other method of shear walls.Pending 7/10/23, please specifically, identify which method of NDS is provided. Minimum length of the shearwall shall be 2 feet.
Pending 7/28/23, Make anote at the structural drawings” Sheathing shall be extended to the inside edge of the post”
For detail 12/SD-2 , provide detail to show how hinges will be prevented. Pending 11/14/22, plywood is not preventing hinges. Pending 4/9/23, provide bracing. Pending 6/12/23, don’t see any bracing on detail 12/SD2, per your response. Ok 7/28/23
Provide shearwall at the front of the garage. Pending 11/14/22 Please see comment #36. Pending /9/23 Ok 6/12/23
Provide shearwall on line “ B”.Ok 11/14/22
Detail 8/SD2 does not apply to the garage opening.Pending 11/14/22, Garage has a full opening Pending 4/9/23Pending 6/12/23Please see redmark on sheet S-1, provide holddown and strap . This is not a perforated shear wall for the skinny shearwall. Pending 7/28/23, for the garage shearwall, make a note “ Sheathing shall be extended to the inside edge of the post. “
Provide drag from garage to the house. Pending 11/14/22, from Line B to the ADU. Pending 4/9/23 Ok 6/12/23
Provide drag from shear wall on line “A” to the openingOk 11/14/22
Please review calculations and show all calculations based on CBC2019 and IBC 2018. Pending 11/14/22 Pending 4/9/23 Ok 6/12/23
On calculation show weight of the exterior and interior walls. Pending 11/14/22 Pending 4/9/23, Please see sheet 9 of calculation , weight of the tile is 7.2 lb, please include fire sprinkler , exterior and interior wall load, Pending 6/12/23, Not Found Ok 7/28/23Insulation shown on the plans does not agree with CF-1R form; revise framing plans. Wall R=_21, ceiling R=30.Ok 11/14/22Note 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) Ok 11/14/22All hose bibs must be protected by an anti siphon device. (CPC 603.1) Ok 11/14/22Please fill out attached Residential Cal-Green check list and certificate and copy them on the drawings.Ok 11/14/22 4/9/23Provide addresses on the site plan per previous red mark.Ok 6/12/23Please identify property lines on sheet 1 of site plan. Pending 6/12/23 Show 15 feet ingress and egress on South side. Ok 7/10/23Please revise calculation based on new loading, please include all the loadings from comment # 44.Pending 6/12/23, This is not an existing building, you cannot use 5% rule on your calculation.Ok 7/28/23