HomeMy WebLinkAbout266555_1_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:
101104052
PROJECT ADDRESS:
2941 N Hesperian Way Unit# A
PLAN CHECK ENGINEER:
So, AnsonTEL:714
647-5830
EMAIL:
Aso@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
V B
OCCUPANCY CLASSIFICATION(S):
B, M, S-1
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
7/14/2020
INITIAL REVIEW
8/13/2020
EXPIRATION
1/10/2021
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Ronnie Rollman
3.
TEL:
(619)358-9220
FAX:
VALUATION: $250,000.00
EMAIL:
Ronnie@BakerArchitecture.com
FLOOD ZONE: X-0602320144J
APPLICABLE CODE: 2019 CALIFORNIA BUILDING CODE (CBC) WITH
CITY OF SANTA ANA AMENDMENTSSheet T1Please revise the project address to “2941 N. Hesperian Street - Unit A, Santa Ana CA 92706”.Under Project Data, the total floor area of the building is 14,718 square feet. It appears the type of construction and occupancy groups in this building exceed the allowable area limitation per CBC section 506. Please provide an allowable area calculation per CBC section 506.2.2. If the allowable calculations do not meet code requirements using type V-B construction, consider type III-B construction as the exterior walls of the existing building are constructed with concrete tilt-up material. Typically, a concrete tilt-up building meets the two-hour fire rating for exterior walls. If the type III-B construction is chosen, provide a letter to report the existing exterior walls meet the two-hour fire rated requirements in CBC Table 601 and specify one of the item numbers in CBC Table 721.1(2).Sheet A0What is the occupancy group in unit B? Does the existing one-hour demising wall meet the occupancy separation requirement in CBC Table 508.4?Sheet A0.1Specify a dimensional width of the truncated dome on the site plan. The minimum width shall be 36 inches.Detail 2: Update code reference number to “11B.502.6.4” on the accessible symbol note.Detail 2: Provide details on the accessible symbol such as size, color and position.Detail 2: specify blue painted borderline around the perimeter of the access aisle.Detail 2: Cross reference detail number “4/A0.1” on the truncated-domes note.Detail 4: Revise the truncated domes’ height to 0.2 inches.Detail 4: Revise the specification of truncated domes’ color to “33538”.A referenced number appears to be missing near the entrance door on the site plan.Sheet A1The front-entrance door has a wrong keynote number. Revise it to keynote #2.Sheet A2Move the referenced detail number “2/A7” closer to the drinking fountains.Sheet A3There is a dead-end condition in the south-east corner of the building. The width clearance between storage racks is measured to be 9’-10”. The length of the dead-end corridor shall be less than 2.5 times the least width of the dead-end corridor (2.5 x 9.83’ = 24.58’). The distance between the end wall and exit door is measured at 32.5 feet. Revise design as necessary.Sheet A6Restroom Plan: The leader on keynote one is pointing at the sink. It should be pointing at the mirror.Few notes are merged together on elevation A and B on detail 2.Sheet A7Detail 7: Provide structural calculations for the 17-foot infilled at exterior wall. Consider wind load of 110 mph with exposure B on the metal-stud wall and connection design.