HomeMy WebLinkAbout311939_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:
101118088
PROJECT ADDRESS:
2118 W Dahl Ln
PLAN CHECK ENGINEER:
Huang, GaryTEL:714
647-5862
EMAIL:
Ghuang@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
V B
OCCUPANCY CLASSIFICATION(S):
R-3
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
2/8/2024
INITIAL REVIEW
2/10/2024
EXPIRATION
8/6/2024
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Victor Rios
3.
TEL:
(714)788-9836
FAX:
VALUATION: $15,000.00
EMAIL:
vicrios9620@gmail.com
FLOOD ZONE: X-0602320257J
GUIDELINES:
Comments contained within this report reflect only those of the Building and Safety Division. Additional comments or corrective action may be required by other Departments and/or outside Agencies
This Plan Review Report and all subsequent code references are based upon the most recent version(s) of the 2022 California Building Codes (CBC, CRC, CFC, CEC, CPC, CMC, CGBSC, and CEES)
The approval of plans and any supporting documents does not permit the violation of any section of the adopted building codes or other pertinent local ordinances, or state and federal laws
All listed plan review comments must be adequately addressed before a building permit can be issued
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.
PLAN REVIEW COMMENTS:
Applicant shall address all the checked‘☒’ correction comments below before resubmitting plans to Building Safety for recheck.
☒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.
☐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).
☐Public Works Agency approval (647-5039).
☐Proof of Worker's Compensation Insurance shall be required at the time of permit issuance.
☒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.
☐Grading Permit. Application is made through the Building Safety Division (647-5800) and the plan review is by the Public Works Agency (647-5039).
☒2. Note on plan: All concealed work installed without permits must be exposed for inspection to the satisfaction of the Building Inspector. This includes methods of attachment and all footings, structural members, mechanical, electrical, plumbing and insulation.
☒3. Note on plan: Mechanical, electrical and plumbing are not part of this plan review and approval. MEP are subject to building field inspection.
☒4. Provide a complete plot plan showing – (R106.2)
☐Location and size of all structures on the lot.
☐Identify all property lines and easements, streets, etc.
☒Show north arrow.
☐Distances between buildings (main house, detached garage, accessory dwelling unit, etc.).
☒Distances (setbacks) between buildings and property lines.
☒5. Exterior walls without Automatic Residential Fire Sprinkler – (Table R302.1(1))
Exterior walls located less than 5-ft from a property line shall be of one hour construction.
Exterior walls located less than 3-ft from a property line – No opening shall be provided.
Wall between 3-ft and 5-ft of the property line – 25% of wall openings are permitted.
Eaves projection – Provide one-hour protection on the underside of eave when eaves projected into the 5-ft of fire separation distance. No projection beyond 2-ft of the fire separation distance.
☒6. Exterior wall covering –
☒Detail corrosion–resistant weep screed minimum of 4” above the earth or 2” above paved areas. (R703.7.2.1)
☒Provide detail to show exterior wall covering with water-resistive barrier in accordance with Section R703.2. ☒Additional Review Comment:
For the purpose of Park & Rec Development fee calculation, please provide new ADU square footage to existing single family residence square footage ratio (ADU sf / SFD sf) on the Cover Sheet. Square footages shall NOT include garage, non-habitable attic space, non-habitable basement space, patio cover, patio enclosure, sunroom and similar uses.
Note on plan: The ADU sf / SFD sf ratio is for Park & Rec fee purpose only. The applicant is responsible for the given “SFR sf” of the existing primary residence; Building Safety staff are not responsible for the accuracy of the given “SFR sf”.
Sheet 1
Site plan: show/indicate on plan the shortest dimension to property line from the (N) patio
Sheet 2
West elevation: provide dimension from the bottom of window to sill height at the (N) closet
Sheet 3
Provide shear wall schedule and nailing pattern
Provide structural calculation justify uplift and provide holdown detail as required per calculation. Further review is required
Provide construction detail for wall framing with openings
Foundation plan
Provide construction detail for (N) footing dowel into (E) footing
Provide construction detail for (N) slab rebar dowel into (E) footing
Front porch layout foundation is different than framing plan. Coordinate and provide footing accordingly
Framing plan
Detail 8 on sheet 3 does not fully represent the condition for beam to wall. Revise detail and indicate the strap in detail
Provide construction detail from existing building to (N) closet for shear transfer.
Provide construction detail for how (N) 2x ridge connect to (E) ridge at the closet framing
Provide detail for how to support the ridge to door jamb at/above the (E) living room/dining room
Provide detail for California framing
Provide detail for ridge beam thru king post to supporting beam below (e.g. BM #7, BM#2, BM#3, BM#5, and BM#1)
Detail 1: concrete slab to be minimum 4” thick, reinforced with #4 bars at 18” on center, each way. Concrete slab shall be provided with moisture barrier for the (N) closet. Indicate on plan
Detail 7:
Provide maximum overhang dimension
Provide hurricane tie to prevent uplift
Red marked comment set is available to pick-up at the City Hall.(End of Comment)