HomeMy WebLinkAbout286170_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:
102110012
PROJECT ADDRESS:
401 S Poplar St
PLAN CHECK ENGINEER:
Huang, GaryTEL:714
647-5862
EMAIL:
Ghuang@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
V B
OCCUPANCY CLASSIFICATION(S):
U
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
4/6/2022
INITIAL REVIEW
5/2/2022
EXPIRATION
10/3/2022
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Juan Rodriguez
3.
TEL:
(714)975-0961
FAX:
VALUATION: $10,000.00
EMAIL:
navtikarodriguez@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 2019 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.
Please see correction 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 plan check fees.
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. This project is in a special flood hazard area designated on the flood insurance rate map (FIRM) as zone A or AE. This zone requires that the lowest finish floor elevation (including basement) of the structure shall be at (or above) base flood elevation determined by a hydrology study for the A zone, or at (or above) the base flood elevation specified for the AE zone, on the flood insurance rate map. All elevations must be referenced to the National Geodetic Vertical Datum. Reference should be made to the Flood Plain Management Ordinance, Santa Ana Municipal Code, Chapter 7, for complete requirements. Drawings shall show compliance with said ordinance including noting flood zone and finish floor elevation."
☐3. Note on plans: "A Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE shall be completed by a California Licensed Land Surveyor or California Registered Civil Engineer who is authorized to practice land surveying. The completed ELEVATION CERTIFICATE must be submitted to the Building Inspector at the time of foundation inspection, and a FINAL CERTIFICATE must be submitted at the time of final inspection."
☐4. Provide a project description with a complete and detailed scope of work on the cover sheet of the plans.
☒5. 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.
☐6. Provide the following design data on the first sheet (R106.1.1)
☐Occupancy groups (R-3/U)
☐Type of construction (V-B)
☐Automatic Fire Sprinkler (YES or NO)
☐Number of stories.
☐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.
☒7. Note on plan: Mechanical, electrical and plumbing are not part of this plan review and approval. MEP are subject to building field inspection.
☒8. Room dimensions –
☒Provide minimum floor area = 70 sq. ft., minimum dimension in any direction = 7-ft. (R304)
☐Specify on the plans 7-ft ceiling height for habitable space, hallways. Laundry room, bathroom, toilet room, and un-habitable basements shall have ceiling height not less than 6-ft 8-iches. (R305.1)
☐9. Show/provide safety glass in hazardous locations (R308) –
☐Glazing in doors – all fixed and operable panels of swinging, sliding and bifold doors.
☐Glazing within 24” of door and those bottom edge is less than 60”.
☐Glazing with exposed area more than 9 sq. ft with bottom edge is located less than 18” above the walking surface and top edge is located more than 36” above the floor.
☐Glazing in enclosure for or walls facing hot tubs, bathtubs, showers, whirl-pools, saunas, steam rooms where the bottom edge of the glazing is less than 60” above the any standing surface.
☐Glazing in railings
☐Glazing adjacent to stairways, landings and ramps with 36” horizontal of a walking surface and bottom edge located less than 60” above the floor.
☐Site built windows shall comply with Section 2404 CBC.
☐10. Emergency escape and rescue openings – (R310)
☐Provide emergency escape from basements, habitable attics and every sleeping room. (R310.1)
☐The escape opening shall have a minimum net clear opening of 5.7 sq. ft. with 24" minimum net clear height and 20" minimum net clear width. Escape window shall have a finished sill height not more than 44" above the floor. At grade-floor is allowed to have escape opening of 5.0 sq. ft. (R310.1)
☐Window fall protection: Window fall protection shall be required when window sill located less than 24” above the finished floor of the room in which the window is located. (R312.2)
☒11. Means of egress / Doors – (R311)
☐All dwellings shall provide with a means of egress. The means of egress shall provide a continuous and unobstructed path. Provide minimum one side-hinged door with minimum clear width of 32 inches and 78 inches clear height (3’-0” x 6’-8” door).
☒On the plan, provide a landing or floor on each side of each exterior door. Landing shall have width of not less than the door served and a minimum of 36” measured in the direction of travel.
☒Landing shall not be 1 ½” lower than the top of the threshold when doors swing over the landing or floor; otherwise, landing can be 7 ¾” maximum lower than the top of the threshold.
☐12. Please provide minimum 36” clear access throughout the building (hallway). (R311.6)
☐13. Smoke Alarms – Provide smoke alarm(s) in each sleeping room; in each area giving access into each sleeping room; in basement and habitable attics. (R314)
☐14. Carbon Monoxide Alarms – Provide carbon monoxide alarms at outside of each sleeping area, in the immediate vicinity of the bedroom(s); on every level of a dwelling unit including basements. (R315)
☐15. Protection wood against decay shall comply with section R317.
☒16. Detail corrosion–resistant weep screed minimum of 4” above the earth or 2” above paved areas. (R703.7.2.1)
☒17. Roofing requirements – (R902.1)
☒A Class “C” roof is required. On the plan, specify manufacturer’s name, ICC/UL report number and Class for the roofing material.
☐Specify the pitch of the roof plan. Provide two layer of vapor barrier if roof slope is lower than 4:12.
☐Cool roof is required. On the plan, specify CRRC #.
☐18. Please see marked-up plans for additional requirement/comments.
Energy Conservation – Title 24 Energy forms & calculations
☒1. Provide documentation to demonstrate compliance with the California Energy Code.
☒2. Climate zone 8 is used.
☒3. Compliance forms with signatures must be provided on plans.
☐4. Kitchen shall be vented to the outside. On the plan, please show exhaust fan(s) in kitchen (100 cfm minimum).
☐5. New building, or addition more than 1000 sq.ft. – Provide Whole house ventilation. On the plan, please provide/show method of whole house ventilation in compliance with ASHRAE Standard 62.2. – provide complete notes, details and calculations. (150.0(o))
☐6. Provide building sections to show building envelope, including wall, floor, and roof/ceiling insulation, per Title 24 calculation.
☒7. On the plan, please specify U-factor (not higher than 0.3) and SHGC (not higher than 0.23 min) for building fenestration, per Title 24 calculation.
Structural Plan Review Comments:
☐1. Soil Report: A soil reported is required for proposed detached structure exceeding 750 sq.ft. The geotechnical investigations shall be conducted in accordance with Section 1803.2 and reported in accordance with Section 18.3.6 of the 2016 CBC. (R401.4 CRC)
☐ 2. The foundation plan should be reviewed and approved by the Geotechnical Engineer. (1803)
☒3. Show braced walls in compliance with Section R602.10; otherwise, engineer design is required.
☐4. Final plans and calculations are to be stamped, signed and dated by a California licensed architect or California registered civil engineer.
☐5. Provide on the plans, structural material notes (ex. Lumber species & grade, glu-lam beams, concrete (fc’ = ___ psi (min)), steel reinforcement, special inspection requirements, etc.))
☐6. Provide roof and floor sheathing specification.
☐7. Footing shall be embedded minimum 18” below the finish grade with two (2) #4 reinforcing bars at top and bottom (total 4 re-bars).
☐8. Concrete slab: Minimum 4” thick, reinforced with #4 bars at 18” on center, each way. Concrete slab shall be provided with moisture barrier. ☒Additional Review Comment:
Sheet A-3
Detail 2: Verify cover patio framing size, 2x6 is called out on plan
Detail 2: provide PSL beam size on plan
Detail 3: provide PSL beam size on plan
Detail C: reference detail on plan
Sheet A-4
Patio Framing Plan:
provide structural calculation justify 2x6 is adequate under all load combinations.
Verify roof framing member size, detail 2/A-3 indicate 2x12
Provide/indicate size of PSL framing per detail 2/A-3. No framing size is found
Foundation Plan:
Provide thickness of concrete slab
Verify if detail B/A-5 shall be B/A-3?
Sheet A-4
Roof Framing Plan
Provide framing size and spacing of the rafter tie
Provide location/elevation of rafter tie
Provide connection detail of rafter tie to roof rafter
Foundation Plan
Provide location of lateral resisting system – shear wall and holdowns
Provide construction detail(s) of lateral resisting system
Provide construction detail(s) for foundation size and reinforcing
Provide size and thickness of landing slab
Red marked comment set is available to pick-up at the City Hall. (End of Comment)