HomeMy WebLinkAbout295192_1_Corrections.docxIMPROVEMENT
PLAN CHECK COMMENTS
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:
101112789
PROJECT ADDRESS:
2320 S Redhill Ave
PLAN CHECK ENGINEER:
Le, TungTEL:714
647-5896
EMAIL:
Tle10@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
V B, SPK
OCCUPANCY CLASSIFICATION(S):
A-2, B, M, S-2
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
11/23/2022
INITIAL REVIEW
11/26/2022
EXPIRATION
5/22/2023
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Heidi Hare
3.
TEL:
(949)246-0492
FAX:
VALUATION: $4,159,863.00
EMAIL:
heidi@jlhare.com
FLOOD ZONE: X-0602320279J
APPLICABLE CODE: 2019 CALIFORNIA BUILDING CODE (CBC) WITH
CITY OF SANTA ANA AMENDMENTS
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.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 sets of drawings ((714)573-6100)
- Police Department approval on the corrected/final set of drawings (647-5840)
- Public Works Agency approval (647-5039)
- Grading Permit. Application is made through the Building Safety Division (647-5800) and the plan review is by
the Public Works Agency (647-5039)
- County of Orange Health Department approval on the corrected/final set of drawings ((714)433-6000)
- School District Compliance Certificate; 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 work. Refer to the attached handout.Sheet T1.0: Project Scope: The scope of work statement appear incomplete – Please complete the statement to specify scope work includes “…”. Project Scope: Please specify Mechanical, Plumbing and Electrical are under separate review and application. Building Area: Please verify for the 4 sides of 60-ft yard are available for the unlimited allowable building area. Adjust building area analysis as necessary. Please provide plumbing fixture calculation to show required and provided plumbing fixtures accordance to the plumbing code. Sheet AS1.0: On the plan, please clearly show all property lines. Identify property line (PL) and street on the planA 60-ft year are required on all four (4) sides for unlimited area building. Please coordinate and revise building area analysis accordingly. Sheet A2.1: Enclosed space canopy outside of Unit 1, Unit 2, Unit 3, Unit 4: A second exit door is required for the enclosed space outside of each suite. Exit doors shall be sized with accumulated occupant loads from the inside + outside spaces. Revise egress analysis on sheet T1.0 as necessary per comment #1 above. Key note # 5: Sloped sidewalk or patio – Please note on plan slope shall not be more than 2% in all directions. Sheet A2.3: On the plan, please specify manufacturer’s name and ICC report number for the skylight. On the plan, please specify roofing material for the canopy areas. Sheet A3.2: Building Sections: Please show minimum ceiling height, including canopies area. Please provide detail to show finish floor between the interior of the building and area at enclosed & covered canopies. Provide detail and clearly cross-reference detail onto the plan. Sheet A4.0: Women’s Restroom: Please provide/show an ambulatory water closet compartment. (11B-213.3.1)Accessible water closet compartments – please reference to the applicable details on sheet T3.1 for accessible requirement. Accessible urinal – Please reference to the applicable details on sheet T3.1 for accessible requirement. Sheet A5.0: Fulling Doors: Glazing in following doors (doors L through X) shall be tempered glass. Energy Building envelope: On the plan, please provide Title 24 Energy Compliance forms for the building envelope. Structural Review Comments: Please remove note “NOT FOR CONSTRUCTION” on all structural plan sheets. Please submit foundation plan and details to the geotechnical engineer for review and approval. The geotechnical engineer shall “review” stamp the plans for conformance with the soil report recommendation. Sheet S1.1: Pad / Isolated footing note #4 – For clarity, please revise note to specify use the most restricted depth of footing thickness per schedule or minimum embedment depth per Foundation Plan Note. Detail 104 & 106 on sheet S4.1: Please revise plan to provide positive connection (dowels) between concrete slab and pad footing. Detail 101 & 102 on sheet S4.1: Please provide/show positive connection (dowels) between concrete slab and continuous footing. Please provide construction detail for the electrical room. Show wall support at slab and ceiling. Detail shall clearly cross-reference onto the plan. Foundation plan indicated “Provide soil improvement by others per geotechnical report to mitigate soil liquefaction” – Please specify method of soil mitigation on the plan. Sheet S1.1: Please provide detail to show steel column to footing, along gridline A. Sheet S2.1: Roof framing plan – Detail 217 and 218 referenced to sheet S5.1 were not applicable. Please revise detail reference accordingly. Detail 206/S5.1 called out at line D (adjacent to line 3) for steel beam supporting roof trusses was not applicable. Please provide detail to show steel beam supporting roof trusses. Detail shall clearly cross-reference onto the plan. At line D: Strap truss to truss – Please clarify whether the strap is required at every truss or only required where it’s shown/callout on plan. On the plan, please provide roof specification for the roof diaphragm over the balconies. Provide ICC report number for the metal roof deck. Please provide detail to show canopy roof framing attachment to building wall at line C and line B. Clearly cross-reference detail onto the plan. Lateral / Shear wall – Diaphragm loads: it appears that the diaphragm load is exceeding the diaphragm capacity. Please provide calculation for the roof diaphragm. Provide hand calculation if necessary. Shear walls are required at gridline B to resist the lateral loads from left portion of the building (left of gridline 5). Please revise plan and calculation to show lateral resisting system along line grid line B. For clarity, please specify wall length for the CMU shear wall panel on the plan. Grid line 1 and 8: Please provide detail to show connection of steel W beams to CMU shear wall. Canopy between gridlines 6.4 and 8: Please provide lateral resistance system at wall line A. Design metal roof deck diaphragm for deflection and rotation. Canopy roof deck between gridlines 1 and 5: Provide lateral resistance system at wall line A, B, and line 5. Provide calculation for diaphragm deflection and rotation. Please limit diaphragm span/depth ratios to 2. Additional lateral resisting systems are required between line 1 and 5 to limit the span/depth ratios. Provide detail to show shear transfer from metal roof deck/diaphragm to CMU shear walls. Detail shall clearly cross-reference onto the plan. Line C: wall panel located between line 6 & 7 – Please revise plan to show MJI rebar located at the end of wall. Masonry shear wall MW1 design: CMU shear wall at corner condition: Please clarify if additional reinforcement is required at walls corner (similar to end wall). Could not locate calculation for CMU shear wall at line E, and line C. (End of Comment)