HomeMy WebLinkAbout288279_3_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:
101110645
PROJECT ADDRESS:
3300 W Segerstrom Ave
PLAN CHECK ENGINEER:
Ahangian, KathyTEL:714
647-5812
EMAIL:
Kahangian@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
III B, SPK
OCCUPANCY CLASSIFICATION(S):
B, S-2
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
6/6/2022
INITIAL REVIEW
6/11/2022
EXPIRATION
12/3/2022
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Bryan Monyoya
3.
TEL:
(949)251-1710
FAX:
VALUATION: $250,000.00
EMAIL:
bryan@cadtronics.net
FLOOD ZONE: X-0602320258J
APPLICABLE CODE: 2019 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.This 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)
- 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 issuanceSubmit a signed copy of the contract showing labor and materials for all work to be done under the subject building permit application. The plan check engineer may accept the contract price as the valuation of improvements for unique/unusual projects in lieu of using a cost per square foot basis.Show on the plans:
- Type of Construction ( III-B)Submit a letter addressed to the Building Safety Division describing in detail the manufacturing process from material delivery, storage, handling, packaging, and shipping of finish product. Include an equipment list describing use in the process. Floor plan shown on sheet A1, doesn’t match sheet A1.00, ( Referenced sheet)Please identify if the equipment on sheet A1 are new or existing?Provide size of the window in storage room , for fixed glazing provide tempered glazing. Provide construction detail for walls in storage room.Provide typical section view detail of all new partitions and ceilings showing:
- 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’.
- Heights of partition, suspended ceiling, structure above.Provide calculation for full height wall, detail 3/D1to include top and bottom connection and top and bottom track gauge.CBC section 1009, Accessible means of egress shall comply with this section. Accessible spaces shall be provided with not less than one accessible means of egress. Provide exit door for storage room on sheet A2.CBC Sections 1002 and 1028 EXIT DISCHARGE. That portion of a means of egress system between the termination of an exit and a public way. ( Provide door at the gate) General. Exits shall discharge directly to the exterior of the building. The exit discharge shall be at grade or shall provide direct access to grade. The exit discharge shall not reenter a building.CBC 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.CBC 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. Provide minimum 60“ landing at door #6. ( Sheet A2)Tactile exit signs shall be required at the following locations:( Please see red mark)
- 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 access door from an interior room or area to a corridor or hallway, which is required to have a visual
exit sign, 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.”On elevation 13/D1, height of the user interface button and compliance with accessibility.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
- An accessible route to the altered area
- Accessible restrooms
- Accessible telephone (if any)
- Accessible drinking fountains, and
- Parking, signage and alarmsSanitary facilities serving the area of new work shall be disabled accessible. Revise the drawings to show compliance with CBC Section 11B-603 and 11B-604.3.1. ( Since it is altered)Provide completely dimensioned floor plans, elevations and sections of sanitary facility insuring wheelchair clearances complying with CBC Section 11B-603 and 11B-604.Complete the attached Disabled Accessibility Documentation Form.This building is subject to the State of California Energy Conservation Regulations:
- 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, Par 6, 2019California 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 ARCHITECTURAL drawings shall have the required energy efficiency compliance
documentation with completed signature blocks filed on the plans. The same information may be copied on
the Electrical Plans for the Electrical Plan Checker.
- The energy plan check consultant must complete the attached “Energy Conservation Plan Check Consultant
Qualification Statement.”( Please see attached form)For mezzanine demo, engineer of record please make a note on the drawings “Removing mezzanine would not affect any structural elements of existing structure.” Provide complete structural calculation for all 10 roof top units.Provide 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 roofCBC Section 1603.1.5, Earthquake design data. The following information related to seismic loads shall be shown, regardless of whether seismic loads govern the design of the lateral-force-resisting system of the building:
- Seismic importance factor, I, and occupancy category.
- Mapped spectral response accelerations, SS and S1.
- Site class.
- Spectral response coefficients, SDS and SD1.
- Seismic design category.
- Basic seismic-force-resisting system(s).
- Design base shear.
- Seismic response coefficient(s), CS.
- Response modification factor(s), R.Note on the drawings design live and dead loads. Also, note on the drawings other special design loads.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.Provide calculation and design for compression struts over 11 feet tall.Detail 5B /D1.1; provide calculation to justify size and connection of the bracing. Detail 5A/ D1.1, provide spacing between the purlins, and provide blocking if required.