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Home My WebLink About289128_2_Corrections.docx 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: 101110910-101110914 PROJECT ADDRESS: 1345,1347,1349,1351,1353- N Santiago St PLAN CHECK ENGINEER: Lee, WayneTEL:714 647-5848 EMAIL: wlee@santa-ana.orgFAX:714 647-5897 TYPE OF CONSTRUCTION: III B OCCUPANCY CLASSIFICATION(S): S-2 PLAN CHECK DATES: REMARKS/RECHECK ITEMS: APPLICATION 6/21/2022 INITIAL REVIEW 7/15/2022 EXPIRATION 12/18/2022 RECHECKS: 1.11/30/2022 PROJECT APPLICANT CONTACT PERSON: 2. Frank Wright 3. TEL: (310)750-8939 FAX: VALUATION:$75,000.00 EMAIL: fwright082@gmail.com FLOOD ZONE:X-0602320163J APPLICABLE CODE: 2019 CALIFORNIA BUILDING CODE (CBC) WITH CITY OF SANTA ANA AMENDMENTS Additional plan check fee will be apply after the 3rd round of plan check. All items noted on this plan check report must be addressed. 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. - Public Works Agency approval (647-5039).Provide note on plan to indicate the stored material of the storage area and prove it complies with S2 occupancy.(PC2) Plan check response: Add note to the screen wall and shade sail layout plans.Provide storage area layout and dimensions to show required width of the egress routes and accessible routes. Show location of entrances and exits to each stored area under this permit ( 5 areas)(PC2) Plan check response:Replace sheet A-405 through A-430 with screen wall and shade sail layout plans for the STORAGE AREA design. Update the sheet index to match those sheets.Update sheet D-600 to show façade design for the screen walls.Remove sheets not applying to the scope of work.Each roof-covered area is considered as building or structure. Fire separation between CMU buildings and each covered storage area is required. A recommendation is to consider all 6 buildings (1345-1355) and 5 shade area as one single building. Please provide detailed allowable area analysis (type IIIB, non-sprinklered, B/S2) to show the design will work on the drawing. (CBC chapter 5)(PC2) Plan check response:Clarify type of construction (VB ?).Revise square footage calculation in area breakdown to match plans (e.g. site plan).Revise floor plan and site plan to show 10 feet minimum clearance is required from the edge of the shade, measured perpendicular to any property lines. South side of the shades does not comply.Revise detectable warning location not to be on the access aisle. Show consistent with permit #101109232.If the second exit door from STORAGE AREA 5 is provided, show it on the site plan.Provide an occupant load table to show number of occupancies on each building and each shade storage area. Square footage of area, occupancy group, occupant load factor and number of occupancies are required in the table.Provide an enlarged plan to provide egress analysis. A recommendation is to consider all 6 buildings (1345-1355) and 5 shade area as one single building and analyze the whole building. Another option is to provide independent exit door at the 26 feet wall on each stored area, directly exit into the parking and continue without obstruction to the public way.Provide a fully dimensioned means of egress floor plan addressing all occupiable spaces and indicating the following:Calculate and specify the occupant load at individual spaces per Section 1004Specify the overall occupant load of the tenant spaceShow intended egress routes, specifying the cumulative occupant load at exit access doors, corridors, stairways, etc.Show the common path of travel and the exit access travel distances by right-angle method to negotiate obstructions. (no diagonal)Calculate the minimum width of all means of egress componentsShow the required and actual distance between exit and exit access doorwaysIlluminated and tactile exit signs with location and details.(PC2) Plan check response:Refer to red marks on sheet A-501 and A-502:Revise plan to show travel distance to be measured from the remotest point on each storage area to the exit.STORAGE AREA 5 show travel distance exceed 100 feet. Provide two means of egress are required fromSTORAGE AREA 5 complying with CBC chapter 10, 1006 and CBC 1007.1.1 and 11B.Provide illuminated and tactile exit signs at all doorways from all storage area egress into the building.Note the following on the plans: “The means of egress, including the exit discharge, will be illuminated to a level of not less than one foot-candle at the walking surface at all times the building space served by the means of egress is occupied”.Note on the plans: “Exit signs shall be internally or externally illuminated at all times. Externally illuminated exit signs shall be connected to an emergency power system (batteries, unit equipment or an on-site generator) that will automatically illuminate the exit signs for a duration of not less than 90 minutes in case of primary power loss.”Provide and show tactile exit signs complying with Section 11B-703 and in accordance with Section 1013.4.Note on plan to identify if the shade storage area are serving both customers and employees.(PC2) Plan check response: Not available. Provide the note on a conspicuous place on plan.The storage area shall be accessible, provide floor layout of this area and from the entrance to the area be connected by an accessible route.Add note to plan. Floor and ground surfaces shall be stable, firm, and slip resistant. (11B-302.1).Add note to plan. Vertical changes in level for floor or ground surfaces may be ¼ inch high maximum and without edge treatment. Changes in level greater than ¼ inch and not exceeding ½ inch in height shall be beveled with a slope not steeper than 1:2. (11B-303, Figures 11B-303.2 & 11B-303.3)Add note to plan. The running slope of walking surfaces shall not be steeper than 1:20 (5%). The cross slope of walking surfaces shall not be steeper than 1:48 (2.083%). (11B-403.3)Required toilet facilities for employees and customers in other than shopping malls or centers shall have a maximum travel distance not to exceed 500 feet. Show location of the accessible restroom that serving each shade area on the site plan to provide maximum travel distance from the remotest point to the restroom does not exceed 500 feet. (CPC 422.4)(PC2) Plan check response: Revise site plan on sheet A-101 to justify travel distance from STORAGE AREA to the accessible restrooms.Sheet S-10.0 and S-11.0. Specify distance between each HSS 8x4 columns and to the existing building to locate each columns on plan.Please design and specify minimum seismic separation distance between new walls and existing CMU buildings on plan.Detail 6/SD1.0. Specify wall-sheathing material between studs on both side of the studs.(PC2) Plan check response: Refer to item #23.Cross-reference detail 1/SD1.0 into the applicable location on ether structural or architectural plan.Submit (2) copies of structural calculation.(PC2) Plan check response:Revise calculation to comply with 2019 CBC and ASCE 7-16.Show dimensions on structural foundation plans to show spacing and location of each HSS columns.Provide additional details to show location (notes: top and bottom is not clear) of the SB2 and SB3 with dimensions, spacing of the studs, attachment details for the studs to the beams, bracing of the studs, anchorage to the concrete foundation…Provide explanatory calculation and diagram to show the tributary area and direction of the applied force for vertical and lateral forces in the beam and column design. Clarification. Thebeam calculation shows the beam supports D+Lr only (not support for any lateral force). Provide design and detail shows how the out-of-plane and in-plane lateral forces to transfer from the studs to the concrete footing?Provide calculation to justify the free-standing 26 feet high metal stud in walls.Currently, plywood in detail 6 is optional. However, if the plywood in detail 6/SD1.0 to provide continuous lateral in-plane bracing for the studs, provide shear wall calculation to specify type, grade, species of the plywood and nailing.Provide footing design and details for the metal stud anchored. Please clarify on plan and details. Current design shows no concrete footing supporting the walls.Show column number on the structural plans to cross-reference cantilever column design from calculations to the structural plans. Clarify how detail 1/SD8.0 applies to the column next to the existing footing of the building? Provide design and detail for HSS footing where the existing footing occurs within the proposed HSS footing.Due to insufficient information, structural plans still partially reviewed. Please note new comments may apply.END OF COMMENTS