HomeMy WebLinkAbout311997_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:
102118105
PROJECT ADDRESS:
1050 W Chestnut Ave
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
1/26/2024
INITIAL REVIEW
2/5/2024
EXPIRATION
7/24/2024
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Elizabeth Banales
3.
TEL:
(323)875-8888
FAX:
VALUATION: $40,000.00
EMAIL:
lizbanalesrealtor@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. Provide a project description with a complete and detailed scope of work on the cover sheet of the plans.
☒3. 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.
☒4. Every dwelling unit shall be provided with heating facilities capable of maintaining a room temperature of not less than 68°F (20°C) at a point 3 feet (914 mm) above the floor and 2 feet from exterior walls in habitable rooms at the design temperature. The installation of one or more portable space heaters shall not be used to achieve compliance with this section. (R303.10)
☒5. 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)
☒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.
☒7. Attic access and Ventilations –
☒Show location(s) of 22" x 30" attic access with 30" minimum clear headroom. (R807.1)
☒Show on the plans - attic vent locations, type and size (area = 1/150 of the attic space). Provide an attic cross ventilation summary; on the plans indicate the total area required versus provided. (R806.1)
☒8. Under-floor access and ventilation
☒Provide accesses to all under-floor spaces. On the plan, show locations of under-floor accesses – Access opening through the floor shall be 18”x24” minimum; openings through a perimeter wall shall be not less than 16”x24”. (R408.4)
☒Show on the plans – under-floor vent locations, type and size (area = 1/150 of the under-floor space). Locate openings at corners and provide cross ventilation. Provide a cross ventilation summary; on the plans indicate the total area required versus provided. (R408.1)
☒9. Plumbing fixtures and fixture setting (CPC 402.5)
☒Water Closet or bidet shall be set at minimum 15 inches from its center to a side wall or obstruction or at minimum 30 inches center to center to a similar fixture.
☒The clear space in front of a water closet, lavatory, or bidet shall be at least 24 inches.
☒Shower compartments, regardless of shape, shall have a minimum finished interior of 1024 square inches and shall also be capable of encompassing a 30 inch circle
☒10. Aging-in-place Design & Fall Prevention – (R327)
☒Reinforcement for grab bar: at least one bathroom on the entry level shall be provided with reinforcement installed. Where there is no bathroom on the entry level, at least one bathroom on the second or third floor of dwelling shall comply
Reinforcement shall be solid lumber or other construction materials approved by the enforcing agency.
Reinforcement shall not be less than 2x8 inches nominal lumber or other construction material provide equal height and load capacity. Reinforcement shall be located between 32 inches and 39 ¼ inches above the finished floor flush with the wall framing
Water closet reinforcement shall be install on both side walls of the fixture, or one side wall and the back wall
Shower reinforcement shall be continuous where wall framing is provided
Bathtub and combination bathtub/shower reinforcement shall be continuous on each end of the bathtub and the back wall. Additionally, back wall reinforcement for a lower grab bar shall be provided with the bottom edge located no more than 6 inches above the bathtub rim
☒Electrical receptacle outlet, switch and control height: Electrical receptacle outlets, switches and control (including controls for heating, ventilation and air conditioning) intended to be used by occupants shall be location no more than 48 inches measured from the top of the outlet box and not less than 15 inches measured form the bottom of the outlet box above the finish floor
☒Doorbell buttons: doorbell buttons or controls, when installed, shall not exceed 48 inches above exterior floor or landing, measured from the top of the doorbell button assembly. Where doorbell buttons integrated with other features are required to be installed above 48 inches measured from the exterior floor or landing, a standard doorbell button or control shall also be provided at a height not exceed 48 inches above exterior floor or landing, measure from the top of the doorbell button or controls.
☐11. Please see marked-up plans for additional requirement/comments.
Energy Conservation – Title 24 Energy forms & calculations
☒1. Kitchen shall be vented to the outside. On the plan, please show exhaust fan(s) in kitchen (100 cfm minimum).
CalGreen Plan Review Comments:
☒1. Plumbing fixtures flow rate limitation (Section 4.303)
Water closet – 1.28 gallon per flush
Shower head – 1.8 gallons per minute at 80 psi.
Lavatory faucets – 1.2 gallon per minute at 60 psi.
Kitchen faucet – 1.8 gallon per minute at 60 psi.
☒2. Bathroom Exhaust Fan (Section 4.506.1)
Fans shall be ENERGY STAR compliant and be ducted to terminate outside the building
Unless functioning as a component of a whole house ventilation system, fan must be controlled by a humidity control.
Structural Plan Review Comments:Sheet S-1: Provide general notes for light gage metal stud size used, including its propertiesSheet S-3Per architectural drawing at grid line 2 is metal stud wall. Provide stud size, spacing metal stud gauge, connection to wood framing above and below. Coordinate with architectural drawingsIdentify metal stud wall on plan to match architectural drawingsProvide drag design along grid line R2. Provide adequate shear transfer. Detail 7/S-4 has discontinue shear transferRoof Framing PlanCallout abbreviation “ERR” in drawing legend Maximum ceiling joist span per calculation is 7’-0”. Maximum distance measured on plan is 16’-0”. Revise drawing/calculation to matchPer architectural drawing shown a portion of shear wall along grid line R3 is metal stud shear wall. SEOR to provide justification for compatibility for a portion wood shear wall and portion light gage metal stud shear wall. Verify detail 8/S-5 along grid line R2, detail shown metal stud post. SEOR to coordinate with detail.Provide diaphragm thickness and nailing pattern used for the (N) patio Shear wall along grid line R2, specify shear wall callout “A” nailing size and spacing. Update shear wall schedule on sheet S-2Provide calculation justification for 6x6 post at patio is adequate for cantilever designFoundation planJustify shear transfer from shear wall above floor to pad footing thru crawl spaceLegendShould “ECJ” be new ceiling joist? Sheet S-4Detail 6Indicate ridge tie size required Ceiling span is in different direction per plan. Revise detail or coordinate with planDetail 7Provide framing connection at the top of cripple stud to 2x ridge boardProvide connection at the bottom of cripple stud to ceiling beam below Provide complete connection and framing callout for the metal stud ceiling beam and post connection. Per architectural drawing, this is a metal stud wall Detail 9Revise detail to shew how metal stud header is connected to beam CB-1Provide metal stud size and connection including welding size and thickness Revise detail to match plan. Plan shown metal stud header is connect to wood posts or wood wallDetail 11Provide metal stud blocking gauge used, connection to metal stud ceiling joist, including length of cut and bent Detail 12No roof rafter connect to (N) beam CB-4 per plan. SEOR to clarify Should the (E) C.J be (N) ceiling joist?? Detail 13SEOR to verify Simpson hanger size. Per drawing beam CB-4 is 6x12Detail 16Provide PHD schedule for review Detail 17Revise detail to show actual condition of shear transfer from roof diaphragm thru metal stud shear wall Revise detail to show actual condition per plan including shear transfer wood post to foundation thru crawl space. Sheet S-5Detail 4Ceiling joist is metal stud, revise connection to header beam Provide hurricane tie to resist upliftDetail 5Ceiling joist is metal stud, coordinate with plan drawingProvide blocking between ceiling joist? Provide size and connection Provide hurricane tie to resist uplift Detail 9Provide minimum concrete edge distance at bottom of footing Structural Calculation:Page 7: update metal stud design to 2020 edition. Page 13: Provide calculation justification for 6x6 post check for cantilever designPage 14: applied point loads (reaction from CB-4) value are different per enercalc result. ☒Additional Review Comment:
Sheet A-1.0
Update index list, missing sheet A-2.1, sheet A-4.0 and sheet S-5
Provide structural and energy consultant’s info
Sheet A-2.0
Architect/designer to show layout of (E) condition and proposed building condition. Per conversation with the owner, window C in master bedroom has been relocated
Missing window F call out in window schedule
Verify w/ window manufacture hat window “C” has minimum 20” net opening for egress window for master bed room
Detail 2
Verify detail. This detail is for exterior wall, but it is call out for the interior wall on plan. Revise detail.
Update detail title. It is not applicable for “bathroom”
Sheet A-2.1
Provide missing sheet for section cut AA/A-4.0 for review
Sheet EN1
Update Tittle 24 energy calculation based on 2022 building code
Sheet EN3
Update Low-Rise Residential Mandatory Measure Summary to latest 2022 building code
Red marked comment set is available to pick-up at the City Hall.(End of Comment)