HomeMy WebLinkAbout291148_2_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:
101111524
PROJECT ADDRESS:
608 W St Gertrude Pl Unit# 2
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
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
8/3/2022
INITIAL REVIEW
8/15/2022
EXPIRATION
1/30/2023
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Danny Rodriguez
3.
TEL:
(714)926-4389
FAX:
VALUATION: $40,000.00
EMAIL:
drodjr50@gmail.com
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.
1. 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 A-1Provide a project description with a complete and detailed scope of work on the cover sheet of the plans.PC #2: Comment not addressed. Provide written complete and detailed scope of work on cover sheet.
Provide the following design data on the first sheet (R106.1.1)
☐Sheet Index
☒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
☐Flood Zone: AE
☒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.Clearly indicate on floor plan the location of existing walls, new walls, and walls to be removed. Please provide Wall Legend.
Attic access and Ventilations –
☒Show location(s) of 22" x 30" attic access with 30" minimum clear headroom. (R807.1) Note on plan: Mechanical, electrical and plumbing are not part of this plan review and approval. MEP are subject to building field inspection.Provide exhaust/hood at new kitchen range (100 cfm min).Provide new door and window schedule with types and U-factor/SHGC per T24 on plan.Include T24 sheets to drawing index.Sheet SD1Prescriptive method does not work on current plan north wall. SW cannot be more than 10’-0” from end of wall. Ensure all prescriptive requirements are met otherwise calculations and design will be required if further discrepancies discovered. Specify (E) foundation minimum dimensions on plan.Note to verify existing foundation occurs at existing garage door opening, else new footing to be provided and doweled into existing foundation and slab on grade. Thickened slab as shown in Detail 2B/SD1 is not adequate for prescriptive design. PC #2: Comment not addressed, existing foundation to be noted on plans to be VIF else new foundation to be added. New foundation alternative shall be provided on plan and doweled into existing foundation and slab on grade if prescriptive design is to be used. Very often existing garage doors do not have foundation and require new foundation.Detail 4 – Note existing stucco to be verified in field else new stucco required at underside of eave.Sheet SD2Existing items such as roof rafter, ridge beam, etc…, must be identified in section and details as such. It must be easily distinguishable to determine what is new or being replaced and what is existing.Additional CommentsSheet SD1 – Provide shearwall type at added shearwall along north wall.Provide nailing at typical roof sheathing note. (End of Comment)