HomeMy WebLinkAbout290438_2_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:
101111319 & 101111320
PROJECT ADDRESS:
5 E Hutton Center Dr Unit# 500 & 5 E Hutton Center Dr Unit# 600
PLAN CHECK ENGINEER:
Lee, WayneTEL:714
647-5848
EMAIL:
wlee@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
I A, SPK
OCCUPANCY CLASSIFICATION(S):
B
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
7/25/2022
INITIAL REVIEW
8/5/2022
EXPIRATION
1/21/2023
RECHECKS:
1.08/27/2022
PROJECT APPLICANT CONTACT PERSON:
2.
Taleen Metcalf
3.
TEL:
(949)724-8958
FAX:
VALUATION: $50,000.00 / $50,000.00
EMAIL:
tmetcalf@saaia.com
FLOOD ZONE: X-0602320278J
APPLICABLE CODE: 2019 CALIFORNIA BUILDING CODE (CBC) WITH
CITY OF SANTA ANA AMENDMENTSThe 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.
- Public Works Agency approval (647-5039)Provide typical section view detail of all new partitions and ceilings showing:
- 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.
- 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’.
- Provide on the drawings details for the lateral support of partitions, rails and similar space dividers less than
5’ 9” in height.
- Sheathing material and details of attachment. Note type, size, and spacing of fasteners.
- Heights of partition, suspended ceiling, structure above.PC2: The request design is not provided at the new partition of the IT storage at 6th floor.Provide accessible and egress design on the new door at the new IT storage room. Refer to sheet A-2.0.6 typical note #2. The door schedule is not available on plan.PC2: Incomplete design. Revise door schedule to provide:Door dimensions.Handles, pulls, latches, locks, and other operable parts on doors and gates shall comply with 11B-309.4 Operation. Operable parts of such hardware shall be 34 inches minimum and 44 inches maximum above the finish floor or ground. Where sliding doors are in the fully open position, operating hardware shall be exposed and usable from both sides. §11B-404.2.7The force for pushing or pulling open a door or gate other than fire doors shall be as follows: §11B-404.2.9Interior hinged doors and gates: 5 pounds maximumSliding or folding doors: 5 pounds maximum.Required fire doors: the minimum opening force allowable by the appropriate administrative authority, not to exceed 15 pounds.41. Swinging door and gate surfaces within 10 inches of the finish floor or ground measured vertically shall have a smooth surface on the push side extending the full width of the door or gate. Parts creating horizontal or vertical joints in these surfaces shall be within 1/16 inch of the same plane as the other and be free of sharp or abrasive edges. Cavities created by added kick plates shall be capped. §11B-404.2.10END OF COMMENTS