HomeMy WebLinkAbout287469_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:
101110393 ,101111261,101111262,101111263
PROJECT ADDRESS:
955, 959, 963,967 N Bewley St
PLAN CHECK ENGINEER:
Ahangian, KathyTEL:714
647-5812
EMAIL:
Kahangian@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
V B, SPK
OCCUPANCY CLASSIFICATION(S):
R-3
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
6/27/2022
INITIAL REVIEW
7/18/2022
EXPIRATION
12/24/2022
RECHECKS:
1.11/14/22
PROJECT APPLICANT CONTACT PERSON:
2.5/16/23
Ada Rose
3.
TEL:
(714)426-2953
FAX:
VALUATION: $310,000.00
EMAIL:
ada@yngarchitects.com
FLOOD ZONE:
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 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.
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.
- 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 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.
-Grading Permit. Application is made through the Building Safety Division (647-5800) and the
plan review is by the Public Works Agency (647-5039).
Please clearly specify type of the fund used for this project. Is there any public fund allocated to this project? Pending 11/14/22 , make a note on the drawings “ No public Fund allocated to this project”Ok 5/16/23In addition to other fees, a "Park Acquisition and Development Fee" in the amount shownbelow
shall be required pursuant to a resolution of the City Council for the Recreation andCommunity
Services Agency; net addition of 4 bedroom(s). ( For each resident)Amount of $7,352.00; net addition of 4 bedroomsScale provided for floor plan doesn’t match dimensions on the plans, please revise accordingly.Ok 11/14/22
Delete notes and details that do not apply to this project. ok 11/14/22
Prior to the issuance of building permit(s), tract maps, parcel maps, lot line adjustments, public way abandonments, covenant, conditions and restrictions (CC&R's), etc., related to the subject project must be legally recorded with the County of Orange. (Make A Note On The Drawings)ok 11/14/22
The address of the building, and the name and address of the owner(s) and person(s) preparing the plans are required on the first sheet of the plans. (CBC 107) ( Provide for all buildings on the Cover sheet) pending 11/14/22 , Provide address on the Area table.Ok 5/16/23
List all deferred submittals on cover sheet. (CRC R106.3.3) Pending 11/14/22 , Add “Truss Drawings as a deferred submittal”Ok 5/16/23
Add a note on the cover sheet: “Separate permit(s) is/are required for accessory building, landscape, patio covers, fences, swimming pool, retaining walls, demolition, etc.”
Provide eave / overhang / projection setback to all property lines. Pending 11/14/22 please show dimensions.Ok 5/16/23
There are chimneys on the elevation please clarify is it decorative or there are fireplaces. ( show fire places if there is any)
Show height of window headers on the elevation.Basements, 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. ( For all bedroom’s window )do not comply. (CRC R310.1-R310.1.3) Pending 11/14/22 , They cannot go through other people hose to exit. Please see red mark.Ok 5/16/23Show 30-inch clear width for water closet compartments and 24-inch clearance in front of a water closet. Ok 11/14/22Show location of heating equipment on the plans. (CRC R303.8)ok 11/14/22 CBC section1030, Emergency escape and rescue openings shall be required in each sleeping room. Such openings shall open directly to a public way or to a yard or court that opens to a public way.Pending 11/14/22 cannot go through neighbor house. See red mark sheet A1.1.Pending 5/16/23 Provide sidewalk with dimension from backyard gates to the Public area, sheet A1.1.All new construction, interior or exterior alterations, repairs, or additions requiring a permit and having a valuation in excess of $1,000, or when one or more sleeping rooms are added or created, the entire dwelling shall be provided with smoke detectors located as required for a new dwelling. (CRC R314.3) Smoke alarms shall be installed in the following locations:( For All the Units)
- In each sleeping room.Ok 11/14/22
- Outside each separate sleeping area in the immediate vicinity of the bedrooms.
- On each additional story of the dwelling, including basements and habitable attics but not
including crawl spaces and uninhabitable attics. In dwellings or dwelling units with split
levels and without an intervening door between the adjacent levels, a smoke alarm
installed on the upper level shall suffice for the adjacent lower level provided that the lower
level is less than one full story below the upper level.All new construction, Interior or exterior alterations, repairs, or additions requiring a permit and having a valuation in excess of $1,000,, an approved carbon monoxide alarm shall be installed in dwelling units and in sleeping units within which fuel-burning appliances are installed and in dwelling units that have attached garages shall be provided with carbon monoxide alarms (CRC R315)( For All the units)OK 11/14/22
- Carbon monoxide alarms shall only be required in the specific dwelling unit or sleeping unit for
which the permit was obtained. Carbon monoxide alarms required by Sections R315.1 and
R315.2 shall be installed in the following locations: ( SEE RED MARKS)
- Outside of each separate dwelling unit sleeping area in the immediate vicinity of the bedroom(s).
- On every level of a dwelling unit including basements.
- Where more than one carbon monoxide alarm is required to be installed within the dwelling unit or
within a sleeping unit the alarm shall be interconnected in a manner that activation of one alarm
shall activate all of the alarms in the individual unit.
For an FAU located in the attic provide a minimum access of 22 x 30 inches, a 24-inch wide walkway, a 30-inch deep work platform, and electric light outlet adjacent to the furnace and switched by the opening. (CMC 904.11 & 305)( For all the units) Pending 11/15/22 provide detail on Architectural plans.Ok 5/16/23Shower compartments and walls above bathtubs with shower heads installed shall be finished with a smooth, nonabsorbent surface to a height of not less than 72” above the floor. (CRC R307.2)Ok 11/15/22Glass enclosure doors and panels must be labeled Category II. Swing door outward. Net area of shower receptor shall be not less than 1,024 sq. in. of floor area, and encompass 30-inch diameter circle. (CPC411.7) Not found 11/15/22Ok 5/16/23Window # A, shall be tempered ( For Bathroom in unit 7)ok 11/15/22 Show type of door # D in the living room. Ok 11/15/22For each enclosed attic space with a maximum vertical height greater than 30 inches, provide a minimum of 22 x 30 inches attic access. (CRC R807.1) ok 11/15/22Glazing adjacent to stairway, landings and ramps within 3’ horizontally and 5’ vertically of a walking surface shall have a minimum category classification of II (CPSC 16 CFR 1201) or A (ANSI Z97.1) when more than 9 square feet. (For unit 955 and 967 Bewley) Pending 11/15/22 call on the drawings for unit 7 &10.Ok 5/16/23
Garages beneath habitable rooms shall be separated from all habitable rooms above by not less than a 5/8-in type X gypsum board. (CRC R302.6) Not found 11/15/22Ok 5/16/23Provide a complete full-height section and details of stairway showing: (CRC R311.7)ok 11/15/22
- Minimum width of 36 inches.
- Enclosed usable space under a stairway requires ½ inch gypsum board on the enclosed side. (CRC
R302.7)Stairways within dwelling units and exterior stairways serving a dwelling unit shall have an illumination level of not less than 1 foot-candle measured at the center of the treads and landings. (CRC R303.6)Ok 11/15/22The minimum clear width of stairways is clear 36” above the handrail. Ok 11/15/22Handrails shall not project more than 4.5” on either side of the stairway and the minimum clear width of the stairway at and below the handrail height shall be 31.5” and 27” when installed on one side and both sides, respectively. (CRC R311.7.1) ok 11/15/22Provide detail of roof construction assembly. (CRC 902.1) ok 11/15/22Specify ICC approval number and weight per square foot for tile and special roof coverings. (CRC R905.3.4 and R905.3.5) Pending 11/15/22 weight not found.Ok 5/16/23The total net free ventilating area shall not be less than 1/150or 1/300 when a Class I or II vapor barrier is installed on the warm-in-winter side of the ceiling. (Show compliance with CRC 806.2 or provide calculation based on 1/150 ) pending11/15/22 , If ventilation is 1/300 , then provide Class I and II vapor barrier per code.Ok 5/16/23Provide detail at eave vents to show a minimum 1” space between the insulation and bottom of the roof sheathing. (CRC R806.3) ok 11/15/22Fireblocking is required in concealed spaces 10’ o.c. horizontal, vertically at the ceiling and floor levels, connections between horizontal and vertical spaces, concealed spaces between stair and landing, openings around vents, pipes, ducts, cables, wires, chimneys and fireplaces. (CRC R302.11)ok 11/15/22Show exterior wall construction assembly. A minimum of one layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt shall be applied over studs of all exterior walls. Specify that two layers of Grade D or 60 minute Grade D paper shall be applied over all wood base sheathing. (CRC R703.2) ok 11/15/22Specify 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) ok 11/15/22
The residence shall conform to the State Energy Conservation Standards. Submit forms and calculations for review and blueprint the final forms on the plans. Pending 11/15/22 not includedPending 5/26/23, Energy calcutionthat is provided is for building 2 which is not part of this application please provide energy calculation for Building 3.
- Signed Energy Efficiency Documents must be printed on the plans.
- Also, submit 2 copies of signed Energy Efficiency calculations.
-The permit applicant shall be responsible for obtaining an energy plan check from a consultant
who is qualified to perform an energy efficiency analysis in accordance with the California Code
of Regulations (CCR), Title 24, Part 1 (Administration) (2019 California Energy Code).
The plan check consultant must sign documentation certifying that a thorough, competent review
has been performed on behalf of the Enforcement Agency.
- The corrected/final drawings shall have the required energy efficiency compliance documentation
with completed signature blocks filed on the plans.
-The energy plan check consultant must sign documentation forms on behalf of the Building
Safety Division.
- The energy plan check consultant must also complete the attached “Energy Conservation
Plan Check Consultant Qualification Statement”.
Note on the drawings, ventilation heating and air conditioning system shall have MERV 6 filters or better. Pending 11/15/22 , please show on the architectural drawings.Ok 5/16/23Submit a complete energy compliance package complying with 2019 CESC Section 150.(T24-1-10.103) Pending 11/15/22 Not found , shall be on the architectural drawings.Pending 5/16/23 Provide for building 3The Mandatory Measures Checklist (MF-1R) form, showing compliance with 2019 CESC Section 150, is to be incorporated into the plans. Pending 11/15/22 Not found Pending 5/13/23 For Bldg 3All new windows and doors shall have a label indicating the U-factor and SHGU. Comply with energy documentation requirements.Ok 11/15/22Indicate mechanical equipment on plans, specify the make, model, capacities, and minimum efficiencies for both heating and cooling, and provide evidence of 2019 CESC certification. Pending 11/15/22 Show on the architectural drawings.Ok 5/16/23 Indicate water heater insulation requirements on the CF-1R form. Pending 11/15/22Pending 5/13/23Revise framing plans to indicate insulation for walls R= , ceiling R= , and raise floor R= climate zone 8. (Per energy calculation) ok 11/15/22Submit an acoustical analysis report in accordance with the California Building Code Section 1207- Sound Transmission Control. The drawings shall incorporate all acoustical analysis report recommendations. (This requirement does not apply to detached single-family dwellings.) ( Section 1206) ok 11/15/22Note on plans that a townhouse common wall cavity shall not contain plumbing or mechanical equipment, ducts, and vents. (SHOW ON THE COVER SHEET) ok 11/15/22A townhouse common wall shall be continuous from the foundation to the underside of the roof sheathing, deck or slab and extend the full length of the wall, including wall extensions through and separating attached enclosed accessory structures. Ok 11/15/22 Please fillout attached Cal-Green Check List and Certificate and copy it on the drawings. Ok 11/15/22For each Dwelling Unit, install a listed raceway to accommodate a dedicated 208/240-Volt branch circuit (40 Amp). On the plan. Please show compliance with section 4.106.4.1.Pending 11/15/22, show on the garage floor plan. Pending 5/13/23, Not found on sheet A6.0Provide minimum required PV system size on the drawings per energy calculation. ( On the Cover sheet) Pending 1/15/22 show on the architectural plan’s cover sheet.Ok 5/16/23Show walks and sidewalks on Accessible route comply with section 1113A.pending 11/15/22/ Show from the street to all units.Pending 5/16/23, show from the backyard gate.Section 1110A, when a building or portion of a building is required to be accessible or adaptable, accessible route shall be provided to all portion of the building. Pending 11/15/22, show on the site plan.Ok 5/16/23Provide clearance from interior and exterior side of door #A for unit 8. ( Section 1132A.5.2.) Ok 11/15/22 Show width of the hallway for all units.Ok 11/15/22 Section 1126A.6, provide height of the door hardware for unit 8. Pending 11/15/22, specifically show for unit 8 and 10 Ok 5/16/23
Section 1126A.5, Provide lever type hardware and type of latch and locks for door on First floor for unit 8. . Pending 11/15/22, specifically show for unit 8 and 10 Ok 5/16/23Show closer effort to operate doors comply with 1132A.6. . Pending 11/15/22, specifically show for unit 8 and 10 Ok 5/16/23
Show type of latch or lock comply with 1132A.7 and 1132A.8.. Pending 11/15/22, specifically show for unit 8 and 10 Ok 5/16/23Provide clear floor space for kitchen in unit #8 complies with 1133A. ok 11/15/22Provide removable base cabinet per 1133A.3. Pending 11/15/22 please Show elevation and detail.Ok 5/16/23 Show changes in level on accessible routes comply with 1131A.to include garage to the house , living room to the back yard. Pending 11/15/22 Ok 5/16/23 Show kitchen in unit 8 complies with 1133A.Pending 11/15/22 please show all the cabinets and work surfaces.Pending 5/16/23, show maximum 34” high for Counter/BarShow all interior and exterior doors comply with CBC 1132A.Pending 11/15/22 Show the threshold for the front door.Ok 5/16/23 Show bathroom on the first floor complies with section 1134A. and clarify which option will be applied.Pending 11/15/22 Enlarge bathroom floorplan, provide dimension and show compliance with 1134A. show all fixtures clearances. 11/15/22 Pending 5/16/23, show minimum 36” clearance and 18” for the center of toilet. Show electrical receptacle switch and control heights comply with 1136A.pending 11/15/22 Call for all adaptable units and provide elevation Pending 5/16/23, Not FoundShow dimension for Run and rise for the steps at the porch for unit 8 and 10.Also is there any steps at the unit 7 and 9? 11/15/22Ok 5/16/23
For Garage door to the dwelling for unit 8 and 10, show compliance with 1132A.3 through 1132A.9. see section 1109.A 11/15/22Ok 5/16/23For new ramp, Provide dimension for bottom landing and intermediate landing for the ramps. Per CBC 11A 11/15/22Ok 5/16/23
For New ramp, provide Handrail and wheel guide. 11/15/22 Per CBC 11A.Ok 5/16/23******* Please note, For future buildings, including building #1 and Building #2, please show Emergency egress direct access to the public way , before first submittal********Structural plan reviewer : Gary Huang (714)647-5862☒ Structural Review Comment:
Submit a review letter by the soil engineer indicate that all foundation/specifications have been implemented as per soil report
[Comment NOT Resolved – NO letter were found. Please provide review letter by the soil engineer]
Sheet S200
Foundation schedule: coordinate foundation schedule with calculation and provide missing design. Enercalc calculation F2 is 4x4 footing; calculation summary callout 3x10; the drawing schedule callout 3x3
[Comment NOT Resolved – provide missing calculation for foundation design for F1 and F4 under Hardy frame. See comment 3f for additional comments]
[Comment NOT Resolved – footing design in Enercalc should include overturning moment and shear derived from lateral loads (not just only dead loads and live load]
Provide one (1) hand calculation show how shear wall/holdown is designed from roof level to foundation level, include overstrength factor where applicable.
Calculation shall include how forces are being generated for story shear and indicate tributary area used
[Comment Resolved]
Provide calculation justify footing size & rebar design including uplift force due to shear wall analysis
[Comment Resolved]
Sheet S201
Provide drag design along line K
[Comment Resolved]
Verify shear wall calculation along line K. V = 10.38psf * 9’/2 * 158’ = 7380# > 2445 # per calculation
[Comment Resolved]
Indicate drag strap mark number typical to all on the drawing
[Comment Resolved]
Provide structural calculation
Justify column under discontinue wall is adequate with overstrength factor, typical
[Comment Resolved]
Justify beam under discontinue wall is adequate with overstrength factor, typical
[Comment Resolved]
Verify structural calculation
Seismic load for shear wall design on 2nd floor shall include forces from roof level. It shall be 10.38 psf not 4.15 psf. Revise calculation
[Comment Resolved]
Provide hardy frame 12x78 design and selection table for review
[Comment NOT Resolved – calculation page 24 does not indicate how hardy frame design load are derived. Please provide design value.
Please note that hardy frames are stack each other from roof level, please provide calculation for uplift check at the foundation level. See Comment 2a for additional comments
Also, please indicate hardy frame 1 1/8” diameter HD bolt grade on plan that is being used in design analysis]
Provide structural calculation for diaphragm and drag design
[Comment Resolved]
Provide in calculation, indicate in a diagram the tributary area of each shear wall line. It might need additional shear wall along line K and ling B
[Comment Resolved]
Verify reference call out 3/S400 shall be 5/S400?
[Comment Resolved]
Sheet S202
Clarify roofing dead load in structural calculation. Clay tile typical weight is about 10psf. Roofing used in calculation is about 5.6psf. Insufficient
[Comment Resolved]
Provide structural calculation for diaphragm and drag design at roof level
[Comment NOT Resolved – verify diaphragm nailing per calculation page on at 2nd floor at grid line 5 and grind line 13. Design shear – 19041lb/29’ = 656plf; Allowable shear for 10d nail at 6/6/10 is 640plf; No Good.]
[Comment Resolved]
Provide drag line along line E
[Comment Resolved]
Verify if reference detail 5/S311 shall be 1/S311
[Comment Resolved]
Sheet S300
Detail 13: transverse reinforcing spacing at top of footing shall comply with ACI section 10.7.6.1.6
[Comment NOT Resolved – ACI 10.7.6.1.6 required 3-#3 transverse reinforcing be distributed within top 5 inch]
[Comment Resolved]
Sheet S310
Detail 7: indicate framing size on plan where rail occur, typical
[Comment Resolved]
Detail 8: verify if H2.5 if needed at line 8
[Comment Resolved]
Detail 9: verify if H2.5 if needed at line K
[Comment Resolved]
Detail 10: justify how shear is transfer from line I and line K
[Comment Resolved]
Detail 11: justify how shear is transfer from line I and line K
[Comment Resolved]
Sheet S400
Detail 3: justify 3/8” thk plate is adequate to take the uplift force w/ overstrength factor or provide square weld between beam flange & bearing plate
[Comment Resolved](End of Comment)