HomeMy WebLinkAbout322219_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:
101121396
PROJECT ADDRESS:
701 S Flower St
PLAN CHECK ENGINEER:
Ahangian, KathyTEL:714
647-5812
EMAIL:
Kahangian@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
V B
OCCUPANCY CLASSIFICATION(S):
R-3, U
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
10/30/2024
INITIAL REVIEW
12/3/2024
EXPIRATION
4/28/2025
RECHECKS:
1.2/19/25
PROJECT APPLICANT CONTACT PERSON:
2.5/7/25
Benito Corona
3.
TEL:
(714)371-7176
FAX:
VALUATION: $125,000.00
EMAIL:
bcndesigner@sbcglobal.net
FLOOD ZONE: X-06059C0257J
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 3corrected sets of plans.Meetings between the project applicant/designer and the plan reviewer shall be by appointment only. Please call (714) 647-5812 for an appointment.The drawings/information submitted for Building Safety Division review is incomplete. The applicant shall, prior to resubmitting, complete all construction documents to show compliance with the 2022California Building Standards Code with local amendments and to clearly indicate the scope of work under this building permit application. ( Provide CBC 2022, IBC 2021 for the engineering calculation)
Please see corrections on submitted plans. Red marked set must be returned with revised plans. Plans resubmitted without the red markup set may result in delayed review time and additional plancheck fees.
This review does not include mechanical, plumbing or electrical work. Separate plans, applications, fees, plan checks, and permits are required for mechanical, plumbing, and electrical work. Call 647-5800 for information.
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).
- Proof of Worker's Compensation Insurance shall be required at the time of permit issuance.
- School District Compliance Certificate; and 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 the work.
Provide design load criteria on the engineering calculation.Ok 2/19/25
Existing floor area of the house is 726 sf andnew addition is 290 sf, please revise accordingly.Ok 2/19/25
Change scope of work on the drawings to reflect (- Demo existing roof framing and reframe entire roof, relocate existing bathroom, add a new bedroom )Ok 2/19/25
Indicate and dimension all "assumed" property lines between buildings.Ok 2/19/25
Show fire separation distance on the East side of the house.Ok 2/19/25Projections of dwelling units and accessory buildings without an automatic residential fire sprinkler protection are not permitted less than 2 feet to the property line and are required to be 1 hour fire rated on the underside with a fire separation distance between 2 feet and 5 feet. (CRC Table R302.1 (1)) Pending 2/19/25, detail 2A /A3, doesn’t comply with I-Hr fire rated detailOk5/7/25On the East and West elevation show height of the top plate for the new addition.Ok 2/19/25
Lots shall be graded to drain surface water away from foundation walls. The grade shall fall a minimum of 6 inches within the first 10 feet. (CRC R401.3)Ok 2/19/25Basements, habitable attics, and every sleeping room in dwelling units must have a window or exterior door for an emergency exit, sill height not more than 44 inches above the floor, 5.7 square feet of openable area, 24 inches clear opening height, 20 inches clear opening width and shall open directly into a public street, alley, yard, or exit court. Window In ( Master Bedroom) does not comply. Also elevation shows 2 Single Hung, which doesn’t match the floor plan.Pending 2/19/27, 4’x4’ single hung window doesn’t comply with emergency egress, provide minimum 24” clear height. Pending 5/7/25, Is 4’-3” high window is a special order for .Show 30-inch clear width for water closet compartments and 24-inch clearance in front of a water closet. Ok 2/19/25Glazing next to the shower shall be tempered.Ok 2/19/25Show location of heating equipment on the plans. (CRC R303.8) Pending 2/19/25Ok5/7/25Provide smoke detector and carbon monoxide detector outside each separate sleeping area in the immediate vicinity of the bedrooms.Ok 2/19/25The minimum net area of under-floor space ventilation shall not be less than the floor area/150. (CRC R408.1) Ok 2/19/25Access shall be provided to all under-floor spaces. The floor access shall be a minimum 18” by 24” and openings through a perimeter wall shall be not less than 16” by 24”. (CRC R408.4) Pending 2/19/24, provide for existing house.Ok5/7/25Callout attic vent locations, sizes and types on plans. Provide attic ventilation calculation to show minimum ventilation is provided. (CRC R806.2)Ok 2/19/25Fireblocking is required in concealed spaces 10’ o.c. horizontal, vertically at the ceiling and floor levels, connections between horizontal and vertical spaces, Pending 2/19/24Ok5/7/25Specify a minimum 0.019” (No. 26 galvanized sheet gage) corrosion-resistant or plastic weep screed located below foundation plate line and 4 inches above grade on all exterior stud walls or 2-inches above paved areas. (CRC R703.6.2.1) Pending 2/19/24 Ok5/7/25Provide size of the ridge board on the drawings.Ok 2/19/25Sheet S-1,Mid span for the ridge board is 7’-6”, calculation shows 5’, revise calculation accordingly. ( 2x10 ridge board is overstressed). Pending 2/19/24, calculation shows 5 feet.Ok5/7/25Sheet S-1, 2 (2x8) used as ceiling beam are overstressed. Provide calculation to justify 2(2x8) as a beam. (12’ span) Pending 2/19/25 please see red mark. Also applied load is in the middle not at 3’.Ok5/7/25Seems like all the beams and double joists for the roof framing are over stressed, please revisit calculation for 2( 2x8), beams B1 and B2. Pending 2/19/25 Ok5/7/25Provide detail to show how new addition are dragged to the existing house for both additions. ( please see red mark)Pending 2/19/25Pending 5/7/25, provide detailSheet S-1, there is a conflict for ceiling joists on bedroom # 2 on the roof framing, please clarify Ceiling joists direction and size.Ok 2/19/25Show location of all posts on the foundation plan.Pending 2/19/25, show all the posts that are supporting all beams on the foundation plan , provide footing.Pending 5/7/25, not found Show exact location of the posts on the floor beams. Pending 2/19/25Pending 5/7/25Sheet S-1, on foundation plan Provide calculation for 2-(2x10) floor beams.Ok 2/19/25Provide shear key plan on the foundation and framing plan.Ok 2/19/25Sheet S-1, shear wall on line 3 is not sufficient since wind load governs, please revisit calculation.Ok 2/19/25
Detail how the interior shear walls are connected to the roof/floor diaphragm(s). (1603)Pending 2/19/25, provide details on the framing plan.Ok5/7/25
Detail 8/S-1, show how to prevent hinges.Pending 2/19/25, A35, doesn’t prevent hinges.Pending 5/7/25, Not found
Sheet S-1, detail 9B, doesn’t apply to the west side of addition , since the wall is higher than East side , provide related detail. (Same for the other addition on the East side ) Pending 2/19/25 provide complete detail with shear transfer on detail 10A/SD1.Pending 5/7/25, Section C-C on sheet A-3 doesn’t apply to location on sheet A-2.
Provide full height cross section through both addition showing framing, plate height s, insulation, foundation, finish floor and etc. ( Sheet S-1, see red mark)Pending 2/19/25, provide at both ends per red mark, provide also on North side.Pending 5/7/25, Section C-C on sheet A-3 doesn’t apply to location on sheet A-2.
The City has encountered a large number of inspection problems arising from a lack of specific framing details. The following listed items are required to be shown on the plans (CBC 107.1):Ok 2/19/25
- All plumbing walls are to be framed with a minimum of 6" studs.
- Permissible notching and boring of joists are to be shown on the plans and shall not exceed CBC
Section 2308.10.4.2 allowances.
- Notching of exterior and bearing/nonbearing walls shall not exceed 25%/40% respectively. Bored
holes in bearing/nonbearing walls shall not exceed 40%/60% respectively. In no case shall the
edge of the bored hole be nearer than 5/8 inch to the edge of the stud. (2308.9.10 and 2308.9.11)
- Header and trimmer details for doors and windows are to be shown with full length trimmers,
specifying the size of the header and trimmer. (2308.10.4.3)
Climate zone for the City of Santa Ana is 8, revise energy calculation to reflect Climate zone 8 versus 6. Pending 2/19/25 don’t use wite out, please run calculation with zone 8. Ok 5/7/25Indicate all compliance measures from the energy compliance documentation on the plans. (i.e., Insulation for sections, U-factors SHGC). Add to the door and window schedule or floor plans to show compliance. Ok 2/19/25Revise framing plans to indicate insulation for walls R= , ceiling R= , and raise floor R= per energy calculation.Ok 5/7/25 2/19/25Sheet SD1, detail 7A, shows 3 ceiling joists, framing plan shows 2, please clarify.Pending 5/7/25, detail 7A is wrong now, show connection for 2 ceiling joists to act as one member.Sheet SD1, detail 10 , provide detail for pony wall and shear transfer.Ok 5/7/25Sheet SD1, detail 9A , provide hanger for the roof rafters to the ridge board.Pending 5/7/25 not found, show how rafters attached to the ridge board. 5/7/25Seems like wind governs on shear wall #3, please calculate wind load for that line and upgrade the shear wall since the location of line 3 is changed from last submittal.Provide calculation for 2-2x8 floor joists on sheet S-1. Also Show location of supporting post on that member. Beam C2 ( 2-2x12) is DF #1 per calculation , please revise accordingly on the drawings. Details are all renumbered, please revisit the details and show them on the right location.