HomeMy WebLinkAbout318745_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:
101120248
PROJECT ADDRESS:
401 N Garfield 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-2
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
8/1/2024
INITIAL REVIEW
8/18/2024
EXPIRATION
1/28/2025
RECHECKS:
1.11/07/2024
PROJECT APPLICANT CONTACT PERSON:
2.12/19/2024
Gabriel Alvarez
3.
TEL:
(562)417-9609
FAX:
VALUATION: $400,000.00
EMAIL:
gabe@gadesignbuild.com
FLOOD ZONE: X-0602320276J
Note: Numbers in parenthesis (unless otherwise noted) refer to code sections of the 2022 California Residential Code (CRC); 2022 California Building Code (CBC); CMC = 2022 California Mechanical Code; CPC = 2022 California Plumbing Code; CEC = 2022 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.
The applicant shall obtain clearances/approvals for the following after obtaining approval from Building and Safety Division, prior to building permit issuance (CHECKED BOXES REQUIRED ONLY):
☒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. Applicant must pick up red marked sets from city prior to resubmittal and return marked up set with resubmittal.DrawingsSheet T-1.0
Under Scope of Work, provide the following note:
“Change of Use from commercial to residential and commercial. “
Residential Tenant Improvement: (9) Residential dwelling units: (4) studios and (5) one-bedroom.
Change-out 24 windows.
New façade and wood siding.
Site work includes parking lot restriping and trash enclosure.
Provide the following note:
“The commercial space shall not be occupied until the building permit of the commercials space is approved and finaled.”
Documents for deferred submittal items shall be submitted to the registered design professional in responsible charge who shall review them and forward them to the building official with a notation indicating that the deferred submittal documents have been reviewed and found to be in general conformance to the design of the building. The deferred submittal items shall not be installed until the deferred submittal documents have been approved by the building official.
Fire sprinkler drawings shall be submitted and approved by the Orange County Fire Authority (OCFA) prior to the final of the building permit.
Under Project Description, specify the following: “1st floor 3371-sqft, 2nd floor 3261-sqft.”
Include energy documentation on the plan.
PC #2: See additional comments regarding Energy Compliance.Add Structural sheets to Sheet Index.PC #2: Add Sheet SD4 to Sheet Index.Add Structural contact information in Project Directory.
Add the following on the plan:
Deferred Trusses –
Submit two (2) sets of truss calculations and plans to the city for plan check.
The truss calculations and plans shall include review of roof, mechanical and lateral loads (chord/strut & brace loads); also include review of top chord and bottom chord for axial + flexure between panel joints.
The truss calculations and plans shall be stamped, signed and dated by a licensed civil/structural engineer.
The truss plans shall be “review stamped” and “wet” signed by the engineer of record.Verify Occupancy in Project Description. New and Existing seem to be reversed. PC #2: Verify existing Occupancy. Previous occupancy was not apartment building.Sheet SP-2.0Provide structural design and detailing for new trash enclosure framing, walls, slab, foundation, etc…PC #2: Roof projection proposed for trash enclosure shall not extend past property line.PC #3: Walls less than 5’-0” from PL shall be 1-hour fire rated at full height. Please justify 1-hour fire rated achieved at CMU wall and HSS beam. Fire rated system shall be provided on both exterior and interior of trash enclosure.Sheet A-1.4Provide detail and design for new safety railing on roof. Sheet A-3.0Detail 6 – Coordinate with Structural drawings and details. Detail 1/SD-2 shows overhang to be lower than shown in this detail. Sheet S-1Provide ICC approved moisture barrier for the existing concrete slab. Verify new continuous footing depth specified in Symbols & Legends. Depth does not match minimum depth required shown in detail. 24” minimum will be enforced as shown. Sheet S-2Verify if floor sheathing is to be replaced. Details spec existing sheathing. Revise details as needed or clarify on plan. Verify where 4x6 Post atop HDR3 occurs above on Roof Plan. Verify detail reference 8/SD1 at new FB5. Detail # on Sheet SD1 does not look correct. Verify Where (N) 4x12 beam occurs at new stairs between 1SW-3 and 1SW-4.Sheet S-3Verify shear transfer from high roof to lower diaphragm. Provide shear transfer to transfer diaphragm load at elevation change to shearwall at lower roof. Provide detail for shear transfer from diaphragm to interior shearwall on left side of stairs.Verify detail reference 9/SD1 at interior shearwall. Detail does not look correct.Revise detail 5/SD3 for new roof Trusses. Verify blocking between truss connection.Sheet SD-1Detail 5 – Simpson SET-XP product has been discontinued and replaced. Please revise product as needed.Detail 5 – See comment #13. Revise plans or details as needed. Detail 8 – There are two detail 8’s on sheet. Revise as needed. Sheet SD-2Detail 1 – Justify existing parapet specified in detail, new parapet should be constructed with reroof and reframing.Detail 1 – All sheathing shall be specified as new in details where being replaced. This includes in details and detail labelsDetail 1 – Coordinate roof overhang with Architectural. Detail 6/A-3.0 shows overhang at top of parapet. Revise details and design as needed.PC #2: Coordinate with architect. Revised architectural looks to have removed roof overhang at parapet.PC #3: Detail 1 still shows connection for overhang and specifies overhang. Please remove all items associated with overhang connection.Detail 5 – Provide framing size for blocking between new roof truss and existing wall. Sheet SD-3Detail 8 – Existing roof trusses shall be specified as new. This includes in details and detail labels. Typical all details. Detail 13 – Specify boundary nailing atop blocking over shearwall. CalculationsPage 10 – Justify Cr = 1.15 for non-repetitive beams. This comment applies to all beam calculations. (e.g. RB1, HDR1, HDR4 etc..)Additional PC #2 CommentsDocumentationProvide documentation to demonstrate compliance with the California Energy Code. Title 24 compliance shall be included in drawing set.PC #3: Please provide LMCC conformance report on separate non mechanical sheets and apply to separate set reviewed and approved by Building and Safety division. Provide documentation to demonstrate compliance with the 2022 California Green Code. Compliance shall be included in drawing set.PC #3: Sheets T-1.1 and 1.2 not found in drawing set. Please provide.Sheet T-1.0, under Project Directory, verify name of the owner. The name of the owner does not match the name of the owner of the application. (End of Comment)