HomeMy WebLinkAbout323023_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:
101121661
PROJECT ADDRESS:
4041 W Garry Ave
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, F-1, S-1
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
11/21/2024
INITIAL REVIEW
11/23/2024
EXPIRATION
5/20/2025
RECHECKS:
1.1/8/25
PROJECT APPLICANT CONTACT PERSON:
2.2/23/25
Steve Appel
3.
TEL:
(951)710-6334
FAX:
VALUATION: $300,000.00
EMAIL:
sappel@kineticdesign.build
FLOOD ZONE: X-06059C0258J
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.Clearly indicate the scope of work under this building permit application:( Add 2 roof top units)
- Revise project job description on the building permit application worksheet to reflect the work to be done
under the subject building permit application.( Add 2 roof top units)
- Construction drawings must clearly show all work to be done under the subject building permit application.
- Delete all notes and details from drawings that are not a part of the work to be done under the subject building
permit application. This includes mechanical, plumbing and electrical work that is not specifically required by
the Building Code.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)
- County of Orange Health Department approval on the corrected/final set of drawings ((714)433-6000)
- Proof of Worker’s Compensation Insurance shall be required at the time of permit issuanceProvide the following:Pending 1/8/25, provide dimension,slope ,…and other required details.
- Disabled access compliance must be shown on the site plan.Sheet AS1.01Enlarge path of travel with detail to the entrance to show complies with accessibility. Pending 1/8/25, provide dimension and detail. Ok 2/23/24Enlarge floor plan for the entire area that affected by new cooling room to include exiting. ( please see redmark on sheet AS1.01) . Pending 2/23/25Provide typical section view detail of all new partitions and ceilings showing:Ok 1/8/24
- Size, spacing, and material of framing members
- Note gauge and ICC Research Report number and installation/construction requirements for metal framing
members.
- It is the project designer’s responsibility to coordinate work with the various trades to ensure that the size of
the wall cavity will be large enough to accommodate piping, fittings, ducts, etc. There has been a continuing
field problem of 2½” wide metal studs not being able to accommodate plumbing pipes.
- 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.CBC Section 1017.2. Travel distance limitations. Exits shall be so located on each story such that the maximum length of exit access travel, measured from the most remote point within a story to the entrance to an exit along the natural and unobstructed path of egress travel, shall not exceed the distances given in Table 1017.2. Pending 1/8/24 See comment #16. Ok 2/23/24Table 1016.1 Exit Access Travel Distance: Pending 1/8/25, our record and the drawings show the Occupancy is F1 and S1. Ok 2/23/24
OCCUPANCYWITHOUT SPRINKLERWITH SPRINKLERSYSTEM (feet)SYSTEM (feet)
A, E, F-1, I-1, M, R, S-1200250b
B200300c
F-2, S-2, U300400cSheet A102, Provide exit access travel distance from Point A to the exit door on the east side of the building.Pending 1/8/24, show 2 exits. Pending 2/23/25 how the length to east side exit.Sheet A102, exit access travel distance shown on the plan seems over 250 feet. Pending 1/8/25 requirement #2 of section 1017.2.2, not met. Height from the floor to the roof is 34 feet versus 24 feet.. Ok 2/23/24CBC Section 1022.2.2 Exterior exit doors shall lead directly to the exit discharge or the public way.Pending 2/23/25 , show for the east side door.Provide a man door for the East and the West gate to provide access to the public way.Ok 1/9/25Provide on the drawings a complete door schedule, showing:
- Door sizes ( door # 101 and # 103)
- Hardware complying with exiting and disabled accessibility requirements CBC Section 11B404.2.7, 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 1/9/25CBC Section 11B404.2.9, 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 1/9/25Tactile exit signs shall be required at the following locations:Ok 1/8/25
- 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.”Drawings submitted to the Building Division for review shall provide the following information to insure compliance with CBC Section 11B-202.4 Pending 1/8/25, provide detail for all items. Ok 2/23/24
- An accessible entrance Pending show the entrance with detail.
- An accessible route to the altered area
- Accessible restrooms
- Accessible telephone (if any)
- Accessible drinking fountains, and
- Parking, signage and alarmsEach lot or parking structure where parking is provided for the public as clients, guest or employees, shall provide accessible parking as required by CBC Section 11B-502.Pending 1/8/25, Not found. Ok 2/23/24CBC Section 11B-208.2.4. 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. Pending 1/8/25, Not found. Ok 2/23/24Sanitary facilities serving the area of new work shall be disabled accessible. Revise the drawings to show compliance with CBC Section 11B-603 and 11B-604.3.1Pending 1/8/25, Not found. Ok 2/23/24Complete the attached Disabled Accessibility Documentation Form.Pending 1/8/25, Not found. Ok 2/23/24Show location of all existing RTUs on the roof plan.Ok 1/8/25Provide structural calculations and drawings, stamped and signed by a California licensed architect or registered civil engineer for: Pending 1/8/25
- New mechanical equipment on roof (note on Roof Framing Plan weight of each existing and new piece of
equipment on the roof)Sheet S-100 detail 9/S200 provide connection detail for 4x6 beam to 4x6 beam. Detail 9/S200, show how LUS hanger attached to the open web truss. Page 8 of calculation ,revise 4x6 calculation to include seismic reaction from RTU.Pending 2/23/25
- New equipment screening on roof- CBC Section A106.1. A key plan must be provided for the structural members designed on all pages of calculations so that the calculations and plans may be correlated.Ok 1/8/25Sheet A201, Remove all the equipment that are not part of this permit or provide information including dimension, weight and anchorage detail. Engineering calculation might be required. Pending 1/8/25, remove equipment #1 on sheet A.201. Ok 2/23/24Show height of the metal panel walls on detail 3/ A-201.Ok 1/8/25Provide ICC report or LA report for the insulated panel’swith span table. OK 1/8/25Provide engineering calculation to justify insulated panel’s size and please show on the structural drawings.. OK 1/8/25Provide beam for all the opening with engineering calculation to show supporting of 25 feet tall pony walls and the motorized roll up door. Pending 1/8/25, provide complete detail for the roll up door and show where supported. Show the columns that you mentioned in the respond letter.. Ok 2/23/24Provide complete construction detail for the openings and the roll up door.Pending 1/8/25 please see comment # 38 – 44Show how would the 2 rows of the roll up door be supported over 6x8, provide full height header.Provide construction detail for the double door opening.Pending 1/8/25 please see comment # 38 – 44. Ok 2/23/24 1/8/25Detail 6/S200 and 11/S200 on the drawings don’t match calculation, provide complete detail to show 2x16.5 douglas fir #1 on the details per calculation. make sure that the lumber is available in the market. Show the load path to the foundation.. Ok 2/23/24Provide connection detail for the roll up door to the nonbearing wall.Detail 6 /S200, panels are not designed to carry load, they are nonbearing walls.Pending 2/23/25, show how panels supported over the headers Detail 6/S200; provide end support at each side.. Ok 2/23/24Show how the 22 feet pony wall will be supported laterally.. Ok 2/23/24Detail 3/ S200, provide end support. . Ok 2/23/24Detail 3/S200, show how the hanging panels supported laterally.. Ok 2/23/24Sheet 9 of the calculation, Provide capacity for the existing truss to justify the new load and compare required roof truss capacity to the existing capacity.. Ok 2/23/24