HomeMy WebLinkAbout280717_2_Corrections.docxSPC
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:
101108361
PROJECT ADDRESS:
201 E Fourth St
PLAN CHECK ENGINEER:
Lee, WayneTEL:714
647-5848
EMAIL:
wlee@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
V B, SPK
OCCUPANCY CLASSIFICATION(S):
B,M, A-2
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
10/25/2021
INITIAL REVIEW
11/11/2021
EXPIRATION
4/23/2022
RECHECKS:
1.1/17/2022
PROJECT APPLICANT CONTACT PERSON:
2.
Jeff Beddow
3.
TEL:
(949)722-7400
FAX:
(949)722-8855
VALUATION:$75,000.00
EMAIL:
jeff.saproperties@gmail.com
FLOOD ZONE:X-0602320276J
APPLICABLE CODE: 2019 CALIFORNIA BUILDING CODE (CBC) WITH
CITY OF SANTA ANA AMENDMENTSThis 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).All architectural drawings and supporting documents shall be prepared, stamped and signed by a California licensed architect.Show and identify property lines on the plot plan.Show unit or space number of the proposed tenant (studio kitchen) on the drawing title block and supporting document.Add note to the scope: change of occupancy from dining area (A-2) to classroom (B).Indicate the occupancy group to B, M, A2, and R2 for the total building occupancy on plan.Posting of Occupant Loads in the classroom area (CBC 1004.9): Any room used that is used for an assembly purpose shall have the capacity of the room posted in a conspicuous place on an approved sign near the main exit or exit-access doorway.Show clearance with dimensions. Recessed doors maneuvering clearances for forward approach shall be provided when any obstruction within 18” of the latch side at an interior doorway, measured perpendicular to the face of the door or gate. (CBC 11B-404.2.4.3 & Figure 11B-404.2.4.3 (a))Specify dimensions and weight of the type 1 hood.Show location of all new hoods and cross-reference its elevation on the floor plan.Where new counter is located in the public area, specify maximum counter height to be 34” from finish floor.Provide at least one accessible hand sink.(CBC 11B-212.3):Provide minimum 5’0” depth in front of the sink for maneuvering to allow for forward approach to sink. (CBC 11B-304.3, 11B-606.2)The front of the higher of the rim or counter surface shall be 34 inches maximum above the finished floor. (CBC 11B-606.3)Provide knee clearance 27 inches high minimum above the finished floor at a depth of 8 inches minimum increasing to 29 inches high minimum above the finish floor at the front edge. See CBC Figure 11B-306.3(c). (CBC 11B-306.3.3, Example #1, 11B-606.2)Knee clearance shall be 11 inches deep minimum at 9 inches above the finish floor and 8 inches deep minimum at 27 inches above the finish floor. (CBC 11B-306.3.3, 11B-606.2)Sink shall be located 18 inches minimum from side wall measured to center line of fixture. (CBC 11B-606.6)Sinks shall be 6-1/2 inches deep maximum. (CBC 11B-606.7)Space extending greater than 6 inches beyond the available knee clearance at 9 inches above the finished floor shall not be considered toe clearance. (CBC 11B-606.2, 11B-360.2.4)Clarify and identify if there is any newly installed or altered rooftop equipment on the roof plan. Provide equipment anchorage design and details by engineer on plan.PC2: Not resolved. Provide structural calculation and connection details on plan for the new roof top units.STRUCTURALProvide anchorage and maximum design weight of the type 1 hood.Provide floor framing design and detail for the new openings at the 2nd floor and roof. Provide framing plans, structural calculations and structural details. Show gravity and lateral design for the new opening framing.Structural plans and calculation shall be prepared, stamped, signed and dated by a licensed civil or structural engineer.NEW COMMETS PER REVISED PLAN1. Detail 6/A-3. Extend 1-hour fire wall to the underside of the roof sheathing. Revise detail to extend 5/8” type X gypsum board to the underside of the roof sheathing. (717)2. Provide structural calculation and connection details on plan for the new rooftop units.3. Cover sheet. Add installing new rooftop units in the scope of work description.END OF COMMENTS