HomeMy WebLinkAbout320896_4_Corrections.docxTENANT IMPROVEMENT
PLAN CHECK COMMENTS
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:
101120962
PROJECT ADDRESS:
1302 E Seventeenth St Unit# B
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):
B
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
9/30/2024
INITIAL REVIEW
10/6/2024
EXPIRATION
3/29/2025
RECHECKS:
1.12/14/24
PROJECT APPLICANT CONTACT PERSON:
2.2/1/25
David Kang
3.3/6/25
TEL:
(949)336-6636
FAX:
VALUATION: $150,000.00
EMAIL:
dkang@cdieng.com
FLOOD ZONE: X-06059C0163J
APPLICABLE CODE: 2022 CALIFORNIA BUILDING CODE (CBC) WITH
CITY OF SANTA ANA AMENDMENTS
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 2corrected 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 return marked up set of drawings with corrections.CBC Sections A106.1 and A106.3.4.1, All drawings and supporting documents shall be prepared, stamped and signed by a California licensed architect or registered civil engineer.Pending 12/14/24All persons preparing plans, specifications, and instruments of service for others shall sign those plans, specifications and other instruments of service for others shall sign those plans, specifications and other instruments of service and all contracts therefore. This requirement applies to both exempt and non-exempt projects. Business and Professions Code Chapter 3, Division 3, Section 5536.1(a).Pending 12/14/24This review does not include mechanical, plumbing, fire sprinkler system, or electrical work. Separate plans, applications, fees, plan checks, and permits are required for mechanical, plumbing, fire sprinkler systems, 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 sets of drawings ((714)573-6100) For Type I hood
- Police Department approval on the corrected/final set of drawings (647-5840)
- Public Works Agency approval (647-5039)
- County of Orange Health Department approval on the corrected/final set.
- Proof of Worker’s Compensation Insurance shall be required at the time of permit issuanceLabel and note hourly fire rating of:Ok 12/14/24
- ShaftsReference each fire-resistive assembly to a CBC Chapter 7, Table and Item number:Pending 12/14/24 provide complete approved assembly per Gypsum manual or CBC chapter 7.Provide item number.Pending 2 /1/ 25 provide item number with detail per item number Pending 3/6/25, unable to find details for the blanket or wrap in lieu of shaft, provide ICC report and details on the drawings.
- ShaftsProvide typical section view detail of all new partitions and ceilings showing:Ok 12/14/24
- Size, spacing, and material of framing members
- Note gauge and ICC Research Report number and installation/construction requirements for metal framing
members.
- Method of attaching framing to the building structure. Compliance shall be shown with CBC Section 1607.13
for lateral support of the walls. Do not support top of walls to suspended ceiling system unless calculations
and drawing prepared by a registered engineer are submitted for review. Submit structural engineering
calculations for walls in rooms with a floor to building structure above height greater than 14’.
- Sheathing material and details of attachment. Note type, size, and spacing of fasteners.
- Heights of partition, suspended ceiling, structure above.Provide detail for low height wall. Pending 12/14/24 Complete all soffit and furred out wall details. Provide complete detailing, including number, type, location of fasteners and how attachment ismade to the building structure. Show compliance with CBC Section 803. Pending 12/14/24, Not found Ok 2/1/25 Provide a height of the headroom under the soffit.Ok 12/14/24Item #19, called on sheet A1.1 is missing from the floor plan.Ok 12/14/24CBC Section 11B-404.2.7, Hand-activated door opening hardware shall be centered between 30” and 44” above the floor. Latching and locking doors that are hand activated and which are in a path of travel shall be operable with a single effort by lever-type hardware, by panic bars, push-pull activating bars, or other hardware designed to provide passage without requiring the ability to grasp the opening hardware. Locked exit doors shall operate as above in egress direction.Ok 12/14/24CBC Section 11B-404.2.9, Note on the drawings: “Maximum effort to operate doors shall not exceed 5 pounds for exterior doors and interior doors, such pull or push effort being applied at right angles to hinged doors and at the center place of sliding or folding doors. Compensating devices or automatic door operators may be utilized to meet the above standards. When fire doors are required, the maximum effort to operate the door may be increased to the minimum allowable by the appropriate administrative authority, not to exceed 15 pounds.Ok 12/14/24Show minimum 12” clearance to the strike edge of bathroom door.Ok 12/14/24Please show if there is any curb ramp from the public sidewalk and accessible parking to the building. provide detail. Pending12/14/24, provide 24” clearance to the strike edge of door to have 60”x60” landing , or change the door swing inward. Ok 2/1/25Is there any curb and separation between path of travel and accessible parking , please see red mark on sheet A1.0.Ok 12/14/24No detectible warning allowed on the accessible aisle, please remove it.Ok 12/14/24Tactile exit signs shall be required at the following locations:Ok 12/14/24
- Each grade-level exterior exit door shall be identified by a tactile exit with the word “EXIT.”
- Each exit door that leads directly to a grade-level exterior exit by means of an exit enclosure, or an exit
passageway, shall be identified by a tactile exit sign with the words “EXIT ROUTE.”
- Each exit door through a horizontal exit shall be identified by a sign with the words “TO EXIT.”Drawings submitted to the Building Division for review shall provide the following information to insure compliance with CBC Section 11B-202.4:
- An accessible entrance Pending 12/14/24 Provide clear landing or change swing door direction.Ok 2/1/25
- An accessible route to the altered areaPending 12/14/24Ok 2/1/25
- Accessible restrooms
- Accessible telephone (if any)
- Accessible drinking fountains, and
- Parking, signage and alarmsPending 12/14/24, provide signage for the van accessible parkingOk 2/1/25CBC Section 11B-208.2.4 , Item 2. One in every six accessible spaces, but not less than one, shall be served by an access aisle 8’-0” (96”) wide minimum and shall be designated van accessible as required by Section 11B-502. The words NO PARKING shall be painted on the ground within each eight’ loading and unloading access aisle. This notice shall be painted in white letters no less than 12” high and located so that it is visible to traffic enforcement officials. ( Call on the site plan) Pending 12/14/24, call out on the site planOk 2/1/25Complete the attached Disabled Accessibility Documentation Form. Pending 12/14/24, it is not complete please see notes on the form.Ok 2/1/25 Provide I-hr fie rated detail for the shaft.Pending 12/14/24Pending 2/1/25, see comment # 11.Pending 3/6/25Provide weight of Type I hood on the drawingsOk 12/14/24 Please clarify roof top units showed on sheet M102, are new or existing.Ok 12/14/24Provide structural calculations and drawings, stamped and signed by a California licensed architect or registered civil engineer for:
- New mechanical equipment on roof (note on Roof Framing Plan weight of each existing and new piece of
equipment on the roof)
- New equipment screening on roof
- Structural support of shaft(s) and/orhood(s)Pending 12/14/24, provide complete engineering calculation and construction detail Pending 2/1/25, Provide complete engineering calculation and detail for the shaft Pending 3/6/25, please see comment # 11, If there is no shaft.CBC Section A106.1. Calculations must be presented in a clear, legible, and organized manner conducive for structural plan review. A table of contents must be provided and pages must be numbered for referencing purposes. Resubmit revised calculations showing compliance.Ok 12/14/24 12/14/24Add to the Job description new Roof top unit and new roof screening. Ok 2/1/25Elevation 4/A2.1, referenced on sheet A1.1, does not apply. Please revisit it. Ok 2/1/25Sheet S2.0, bathroom partition wall cannot carry lateral load and vertical load from the hood. See detail 2/ SD1.0. Pending 2/1/25, detail 2 of sheet SD1, for he hood supported by the partition wall, either provide bracing similar to the lower detail on sheet SD1, or justify existing interior partition wall able to support 5 lb lateral support plus seismic load from the hood. And also Please check wall bracing connection based on reaction of the wall Ok 3/6/25Sheet S2.0, There is a full height-demisingwall, revise detail for hood #1.Ok 2/1/25Sheet S2.0, How would sleeper supported over king post and full height post. ( beam # 8)Pending 2/1/25, revise detail 3 of sheet SD1.0, since top plate cannot be cut.Sheet S2.0. Not clear, is beam #4 supported over the sleeper beam #6? Provide complete detail.Pending 2/1/25, Detail 6/ SD1 doesn’t match the location.Sheet SD-1, show how beams supported over existing roof rafters.Ok 2/1/25Sheet S2.0, provide full height cross section to show how sleepers supported over the sleepers. ( For RTU and roof screening) Pending 2/1/25, provide full cross section to show each sleepers and king posts from beam #4 to beam # 6. Provide connection detail for king post to the top and the bottom of sleeper. Show the different heights.Pending 3/6/25 No Construction detail for the roof screen.Sheet SD-1.0, detail for the roof screening detail 4, doesn’t match engineering calculation detail, please revise accordingly. 2/1/25Pending 3/6/25, Framing plan is changed, Sheet SD-1, show beams are pressure treated, ( red mark) Show location of both beams on the framing plan with the size per calcualtionConnection detail and supports of the beam over the roof joists. Engineering calculation detail on sheet 19 doesn’t match detail 4 of sheet SD-1, please revise accordinglySheet SD-1.0, detail 4, show connection detail and support of the slipper beams over roof joists. Ok 2/1/25Sheet SD1.0, detail 2 provide plan view for bracing for the hood. Provide bracing at 2 directions.Ok 2/1/25Sheet S2.0, details don’t capture the whole load path for the hoods, provide full height cross section at both directions to show all members and connection details.Pending 2/1/25, see comment # 38.Sheet SD1.0, detail 2, provide Hss per calculation and show maximum length of the bracing per calculation on the details. Provide connection detail Pending 2/1/25Ok 3/6/25Sheet SD1, roof framing show all the beams on the plan.Sheet SD-1 , provide double framing and identify new double lines on the roof framing plan.Make a note on the drawings “FOR THE CLEARNCE FOR THE NEWW HOODS PLEASE SEE MECHANICAL PLAN”.