HomeMy WebLinkAbout283338_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:
101109169
PROJECT ADDRESS:
1105 S Oak St
PLAN CHECK ENGINEER:
Lo, JonathanTEL:714
647-5822
EMAIL:
Jlo@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
V B
OCCUPANCY CLASSIFICATION(S):
R-3, U
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
3/15/2022
INITIAL REVIEW
4/8/2022
EXPIRATION
9/11/2022
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Raymond Jorgensen
3.
TEL:
(949)933-7443
FAX:
VALUATION: $100,000.00
EMAIL:
rayjorgensen@sbcglobal.net
FLOOD ZONE: X-0602320276J
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 corrected sets of plans.Meetings between the project applicant/designer and the plan reviewer shall be by appointment only. Please call (714) 647-5822 for an appointment.
5. 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.
☒Public Works Agency approval (647-5039).
☐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).
☒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.
☐Proof of Worker's Compensation Insurance shall be required at the time of permit issuance.
☐Grading Permit. Application is made through the Building Safety Division (647-5800) and the plan review is by the Public Works Agency (647-5039).Comments have been provided on drawing and calculation hard copies in relation to all comments below. These may be picked up at Building and Planning department at applicants’ discretion.DrawingsSheet T-1
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.
☒Flood Zone: X
☐Flood Zone: A
☐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.Add Deferred List on cover sheet with all deferred items and submittal requirements, e.g. Trusses, etc.Sheet A-0.2Title 24 shall be completed through EnergyPro 8.3.Sheet A-1.1Provide drainage and flow direction around addition on Site Plan.Sheet A-2.1BProvide notes 2.23 and 2.24 in keynotes.
Stairways (R311.7) –
☒Show minimum 36” clear width.Sheet A-2.1Provide existing wall in wall legend to clearly identify existing walls.Sheet A-3.1Provide smoke detector and carbon monoxide alarm outside new Master Bedroom.Note on plan: Mechanical, electrical and plumbing are not part of this plan review and approval. MEP are subject to building field inspection.Sheet A-8.1Provide U-Factor and SHGC in window schedule.Sheet A-9.1Detail corrosion–resistant weep screed minimum of 4” above the earth or 2” above paved areas. (R703.7.2.1)Sheet A-9.2Coordinate concrete stair thickness with structural.Sheet S1.2Provide Soil/Foundation notes including parameters used, Geotechnical engineer information, and report information.
Submit a review letter by soils engineer and incorporate any requirements and recommendations into the plans.
The soils report requires foundation excavations to be reviewed by soils engineer. Note on the foundation plan "Prior to requesting a Building Department foundation inspection, the soils engineer shall inspect and approve the foundation excavations".Sheet S2Verify A35 spacing for shearwall Type 4, revise details with provided A35 spacing as needed.Provide Shearwall length along Gridline 4.Provide LFRS design for reconstructed workshop.Sheet S3Provide detail referenced at 4” dia foundation drain or revise reference as needed.5” minimum slab on grade to be used per soils report.Specify Helical Pier type in note or on plan to match calculations.Provide elevation change between structure floor and porch floor on plan.Detail 1 – Coordinate stair thickness with Architectural.Sheet S4Specify Drag Truss on plan as well as required drag load and load type required.Reference framing details on roof plan, including eave, gable, ridge, California Framing, porch details, etc. Sheet S5Verify concrete retaining wall rebar effective depth shown in Section B with 1/SD1.Verify shear transfer at Roof Truss along Gridline 4 eccentric to shear wall. Dowel new slab on grade into foundation.Foundation shall be 1’-6” minimum embedment from lowest adjacent grade per Soils Report. Revise foundation size as well as required reinforcing to meet minimum requirements or better.Detail 2 – Provide Anchorage for ABU44Z.Detail 3 – Verify rebar in CMU wall called out. Sheet S6Reference foundation details at workshop foundation plan.Specify if foundation is existing or new for reconstruction.Detail 2 – Specify blocking at top of kicker braces. Sheet SD1Detail 3 – Specify EN at bottom of sheathing to mud sill.Detail 4 – Extend sheathing to mud sill or provide alternate shear transfer connection to foundation.Verify Helical Pier depth noted, recommend detail showing placement and overall depth.Verify 10” spacing in Note 1.CalculationsSheet C-1: All framing sizes designed shall be provided on framing plans, e.g. HDR, Floor Beam, etc.Sheet D-1: Verify allowable soil bearing used with soils report.Sheet D-2: Foundation rebar shown in design does not match details, please revise to match.Sheet D-9: Slab being used to resist sliding shall be doweled into footing and/or wall.Sheet D-14: Please clarify T/C load used for individual wall. Applies to all shear walls.Sheet D-18: Provide any wind uplift loading on deferred trusses on drawings.Sheet F-6: Provide any wind uplift loading on deferred trusses on drawings.(End of Comment)