HomeMy WebLinkAbout295963_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:
101113060
PROJECT ADDRESS:
2547 W McFadden Ave Unit# B
PLAN CHECK ENGINEER:
Lee, WayneTEL:714
647-5848
EMAIL:
wlee@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
VB
OCCUPANCY CLASSIFICATION(S):
M, S-1
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
12/8/2022
INITIAL REVIEW
1/3/2023
EXPIRATION
6/6/2023
RECHECKS:
1.3/7/2023
PROJECT APPLICANT CONTACT PERSON:
2.
Alexis Roth
3.
TEL:
(562)216-5244
FAX:
VALUATION: $540,115.00
EMAIL:
aroth@kkaia.com
FLOOD ZONE: X-0602320257J
APPLICABLE CODE: 2019 CALIFORNIA BUILDING CODE (CBC) WITH
CITY OF SANTA ANA AMENDMENTS
All items noted on this plan check report must be addressed.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 3corrected sets of plans.Please return marked up set of drawings with corrections.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.
- Police Department approval on the corrected/final set of drawings (647-5840)
- Public Works Agency approval (647-5039)PLAN CHECK COMMENTS:Refer to marked up set of drawings with additional corrections.PC2: The redmarks on the first submittal which related to structural design are required to be reviewed after structural plans are submitted.Sheet T1.1.Remove sheet SG2.1 that is not part this permit for signage.According to City’s record, specify type of construction as Type VB on plan.Revise the storage occupancy from S-2 to S-1 for storage associated with auto parts.Sheet index. Change description to Floor plan on sheet A1.1.Add “2019 California Green Standards Code” as part of the governing Codes.Revise the description of the scope of work add the following:Consolidate Unit C and D with Unit B.Façade improvements consist of new storefront and exterior lighting.Add description to clarify if any rooftop equipment to be added or altered. (Do not refer to mechanical plan).Clarify if any rooftop equipment to be added or altered. Obtain separate building, mechanical and electrical permits. For building plan review, architectural roof plan, structural roof framing plans, equipment anchorage, structural supporting details and structural calculation will be required and under separate permit.Clarify and elaborate the “Fire life safety” item. Describe what to be deferred in the “Deferred submittal under separate permit”.Sheet ASP1.1Show complete information on the site plan:Lot lines enclosing the property.North arrow.Location of each tenant/unit in the 2547 W McFadden Ave Building.Unit number.Identify an accessible path of travel from the nearest accessible parking space to the accessible tenant entrance door. (Do not refer this item to egress plan). Along the accessible path of travel, provide accessible parking space, access aisle, curb ramp, detectable warning and signage details to show compliance with the 2019 CBC 11B. The permit valuation $540,115 exceeds the threshold dollar amount, the exterior accessible POT requires fully comply with the 11B. PC2: Sheet ASP1.1. Provide minimum 36” wide detectable warning across the entire length of the zero curb area in plan 2.The drawing title states “no change in parking”. Please verify on plan to show the existing accessible parking is fully compliance with the 2019 CBC 11B requirements with diagrams and details. If the existing parking is only partially complied, identify the elements to be upgraded to fully comply with the Code and delete ““no change in parking”.PC2: Sheet ASP1.1. Delete “no change in parking” notes. New detectable warning is required.Sheet D2.1It appears the stairway on grid line 9 will be removed. Please add note on plan to clarify.Sheet A1.1 – A1.3Per partition legend #P5 on sheet A1.1 and detail 9/A4.2, show new vented wall on all floor plans. Identify the location (exterior vs interior) related to the existing storefront. The submitted plan only shows storefront glazing, but no vented walls.On sheet A1.2. Provide dimensions on this plan on all aisles and between racks/shelves to show clear width to comply with egress and accessibility requirements.Sheet A2.1. Clarify the vented walls’ location and show them on the building elevations if they are located on the exterior side of the storefront.Sheet A4.2Provide structural framing design for new drywall ceiling, restroom framing, new storefront, structural member connection and details. Structural calculation and plans are required.PC2: Per your response, the design is referred to structural sheet S0, S1 and S3. However, structural sheets are not submitted.Detail 5, 6, 7 and 8. Cross-reference structural connection details with fasteners specified into the (1) vertical studs to roof framing and concrete slab and (2) diagonal bracing to the vertical studs and roof framing.PC2: Per your response, the design is referred to structural sheet S0, S1 and S3. However, structural sheets are not submitted.Sheet A4.4.Detail 4. Provide attachment design for compression struts to the roof framing. Currently, design refers to detail 3/A4.4, but no design information on that detail.Sheet A5.2.Indicate the thickness of the tempered glass of each light of glazing on the drawings. (2406)The new storefront shall comply with 2019 Energy Code. On this plan, show SHGC and U factor to comply with the Energy fenestration design.MEANS OF EGRESSSheet G1.1.Show occupancy group on egress plan.Revise travel desistance calculation from part A space. 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.Two exits or exit access doorways from parts area A (M occupancy) space shall be provided where the the common path of travel distance exceeding the values listed in Table 1006.2.1. (91 feet >75 feet) See red marks on plan. Plans shows one exit does not comply.Provide exit signs as red marked on plan. The exit signs shall be readily visible from any direction of egress travel and clearly indicate the direction of egress travel. (CBC 1013)Tactile exit signs shall be required at the following locations:
- Each grade-level exterior exit door shall be identified by a tactile exit with the word “EXIT.”
- 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.”For the purpose of Section 1013.4, the term “tactile exit signs” shall mean those required signs that comply with Chapter 11B, section 11B-703.1, 11B-703.2, 11B-703.3 or 11B-703.5.Group M stockroom egress- The exit path through the stockroom in the Group M occupancy shall comply with all of the following:Show a minimum 44” wide demarcated aisle, defined by full- or partial-height fixed walls or similar construction that will maintain the required width and lead directly from the retail area to the exit without obstructions.Note on the plans: “The stock in the stockroom is of the same hazard classification as that found in the main retail area.”Note on the plans: “The stockroom doors shall not have locking hardware on the egress side.”Note on plans: “Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort.”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.”ACCESSIBILITYIdentify an accessible path of travel from the nearest accessible parking space to the accessible tenant entrance door. (Do not refer this item to egress plan). Along the accessible path of travel, provide accessible parking space, access aisle, curb ramp, detectable warning and signage details to show compliance with the 2019 CBC 11B. The permit valuation $540,115 exceeds the threshold dollar amount, the exterior accessible POT requires fully comply with the 11B. Identify all features that will be altered to bring into current compliance with (CBC 11B-202.4)PC2: Sheet ASP1.1. Provide minimum 36” wide detectable warning across the entire length of the zero curb area in plan 2.Show detailed information, including dimensions, on existing accessible parking, curb ramps to verify conformance with the current requirements. (CBC 11B-502, 11B-405, 11B-603 through 11B-606.7)E.g. sheet G1.1. In part B area, the clear width for aisles shall be 44 inches minimum (not 36 inches). Increase all aisle width. (11B-403.5.1 exception 4).Sheet A5.1. Add note to the door schedule: “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.”Provide accessible counter dimensions (LxWxH) and details on plan. A portion of the counter surface that is 36 inches long minimum and 34 inches high maximum above the finish floor shall be provided. A clear floor or ground space complying with Section 11B-305 shall be positioned for a parallel approach adjacent to the 36 inch minimum length of counter.
Exception: Where the provided counter surface is less than 36 inches long, the entire counter surface shall be 34 inches high maximum above the finish floor. (11B-904.4.1 Parallel Approach)Sheet A4.1. Note on the all-gender (unisex) door-mounted restroom sign detail. Unisex toilet and bathing facilities shall be identified by a circle ¼” thick, 12” in diameter, with a ¼” thick triangle with a vertex pointing upward superimposed on the circle and within the 12” diameter. The triangle symbol shall contrast with the circle symbol, either light on a dark background or dark on a light background. The circle symbol shall contrast with the door, either light on a dark background or dark on a light background (CBC 11B-216.8.1,11B-703.7.2.6.3)Sheet A4.1. Show dimensions of the drinking fountain wing walls not less than 18 inches in length. (11B-602.9).ENERGYFor alternating storefront, provide building envelope design to comply with 2019 California Energy Code for review. Incorporate all NRCC pages on the drawings as part of this building permit package. Do not refer the design to other package such as “ See Mechanical plans”.PC2:Sheet A5.4. Part B of the NRCC form, this energy design shows new addition to the existing tenant space. However, this is to combine existing tenant spaces into one spaces. Please clarify and revise energy design.Revise sheet A5.2 to match the fenestration performance (U-factor, SHGC, VT) in park K of NRCC form.Sheet A5.5. The responsible person’s declaration statement shall be signed and completed by the licensed architect in record.GREENThe permit value exceeds $200,000. Projects with valuation of $200,000 or above shall meet all of the requirements of 2019 CalGreen, Divisions 5.1 through 5.5. Provide CalGreen requirements on the drawing.PC2: Sheet A6.1. Update the checklist and show compliance of the following:Water conserving plumbing fixtures and fittings per CGBC 5.303.3.STRUCTURALProvide structural engineering design and details for the new exterior door opening located at the rear of the building. Structural plans and calculations shall be stamped, signed and dated by a California licensed architect, Civil or Structural Engineer. Note that this is a Type VB building, justifying the existing lateral support is required due to making the new exterior wall opening.PC2: Pending. Structural plans are not submitted. Provide structural framing design for new drywall ceiling, restroom, office, vestibules,furred walls, interior partitions and headers between area A and B (red marks on sheet * A1.3), new storefront, structural member connection and details. Structural calculation and plans are required.PC2: Pending. Structural plans are not submitted.Refer to detail 9/A4.2, provide vented wall design and connection details at the top and bottom support. Cross-reference connection details into the framing and foundation plans.PC2: Pending. Structural plans are not submitted.Refer to sheet A4.2 detail 5, 6, 7 and 8. Cross-reference structural connection details with fasteners specified into the (1) vertical studs to roof framing and concrete slab and (2) diagonal bracing to the vertical studs and roof framing.PC2: Pending. Structural plans are not submitted.END OF COMMENTS