HomeMy WebLinkAbout291760_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:
101111688
PROJECT ADDRESS:
326 W Eighteenth 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
8/24/2022
INITIAL REVIEW
9/18/2022
EXPIRATION
2/20/2023
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
David Nguyen
3.
TEL:
(510)650-5499
FAX:
VALUATION: $225,000.00
EMAIL:
httr.3g@gmail.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 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 A3.0New attic vent calculations shall identify each individual space requirement and provided, not total for two different levels. Verify floor openings in 2nd floor plan walk in closet and master bedroom enclosed by wall and X’ed out. If opening in floor intended, coordinate with structural.Sheet A4.0Provide details for exterior railing connections at landing.Sheet A5.0
Dwelling/garage separation –
☒Wall between garage/carport and dwelling – Provide minimum 1/2-inch gypsum board on the garage side; extended from foundation to the roof sheathing. (R302.6) Under-stair protection: Provide ½-inch gypsum board on walls, under-stair surface and soffit on the enclosed side. (R302.7)Detail corrosion–resistant weep screed minimum of 4” above the earth or 2” above paved areas. (R703.7.2.1)
Veneer –
On the plan, please specify manufacturer’s name, and ICC report number of the veneer.
Provide detail attachment of veneer. Sheet A6.0Provide Carbon Monoxide Alarm at 2nd floor in vicinity directly outside of bedroom. Sheet A7.0Note on plan: Mechanical, electrical and plumbing are not part of this plan review and approval. MEP are subject to building field inspection.Attached garage – For each dwelling unit, install a listed raceway to accommodate a dedicated 208/240-volt branch circuit (40 amp). On the plan, please show compliance with Section 4.106.4.1.Verify detail references in Building Sections, various details do not seem to match reference. (e.g. 2/SD2 at top of stairs.)Sheet S-1.1Foundation Note 2 – Continuous foundation shall be 14” width min per soil engineer recommendation. Foundation Plan (Main House) – verify holdown requirement at 8’-0” shear wall along south east wall. Sheet S-1.2Verify if 2-2x or header requirement at top of first set of stairs to landing per stair detail. Sheet S-1.3Roof Framing Plan (Main House) – Show 4x or double post at shear wall chords on plan and levels below to clarify where occurs. Roof Framing Plan (Main House) – Verify if floor openings occur at walk in closet and master bedroom as shown in architectural. See comment 2.Roof Framing Plan (ADU) – Provide ridge at garage California framing.Roof Framing Plan (ADU) – Verify shear transfer at drag along Grid B. Specify how shear transfers from roof diaphragm to double ceiling joist to shear wall. Roof Framing Plan (ADU) – Verify typ detail reference 11/SD-3 at non-bearing wall. CalculationsTwo Story House CalculationsPage 2 – Itemized loading at 2nd floor is not legible, please fix. ADU CalculationsPage 2 – Itemized loading at exterior wall is not legible, please fix. Page 6 – Verify diaphragm loading at line 4. Shearwall design looks to split diaphragm between line 3 and line 4 and not have them as one continuous shearwall line. If split, diaphragm design shall be revised to match actual diaphragm depth and width for each individual line. (End of Comment)