HomeMy WebLinkAbout285391_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:
101109770
PROJECT ADDRESS:
1212 S Bristol St Unit# 17
PLAN CHECK ENGINEER:
Lee, WayneTEL:714
647-5848
EMAIL:
wlee@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
V B
OCCUPANCY CLASSIFICATION(S):
B, F-1, M
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
3/14/2022
INITIAL REVIEW
5/11/2022
EXPIRATION
9/10/2022
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Lawrence Wright
3.
TEL:
(714)426-2952
FAX:
VALUATION: $370,000.00
EMAIL:
lawrence@yngarchitects.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. If you feel that an item is not applicable to your project, note “N/A” and discuss the reason with the plan checker.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.Please return marked up set of drawings with corrections.CBC Sections A106.1 and A106.3.4.1, All drawings and supporting documents shall be prepared, stamped and signed by a California licensed architect or registered civil engineer.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.
- 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)Sheet A1.0. On the site plan, show all lot lines for the 1212 S Bristol St. The accessible routes from any accessible parking spaces cannot travel behind any other parked cars. One of the accessible parking spaces does not meet the requirement. Moreover, accessible parking spaces have not match aerial view photo. Please visit the site and clarify the accessible parking space and accessible path of travel (11B-202) on the site plan.Provide existing floor plan identifying all units, demising walls, occupancy and fire walls at all impacted units area.Identify location and demising walls on unit #15 and #17A on both existing and proposed floor plan.On the proposed site plan, identify _-hour fire rating of demising walls between all adjacent units to the proposed tenant.Identify existing fire walls on plan. This building is classified as type VB with no fire sprinklered. Fire walls may be utilized to separate the building not to exceed the allowable floor area. (NS=9000 sf for B occupancy)Show total occupant load: 55 for proposed #17 unit under project data.Revise scope of work. Indicate all existing unit number and square footage of all impacted units to be combined into unit #17. Indicate if any existing units to remain, but the floor area is reduced. Separate permit is required on other impacted units.Clearly indicate all occupancies in the new unit #17 in the project data. The occupancy shall match the information on sheet A2.3.Also refer to sheet A2.3, clarify if the hazardous occupancy “H-5” applies to kitchen area. Further review will be required if H occupancy occurs. Per CBC 306.2, plan shows 4388 sf. kitchen which may be classified as F-1 occupancy. Sheet X2.1 through A2.5. Provide a wall legend indicating whether the wall is:
- Existing, new, or to be removed
- A fire-resistive assembly
- Bearing walls versus non-bearing partitionsIdentify the “use”, “square footage” and “occupancy group” on each room/space on both existing and proposed floor plans. Information is partially provided shown on each plan. A complete information is required on each drawing.Clarify on plan if any structural bearing or shear walls are removed. Add note on plan weather the existing demising walls to be removed are structural walls. Structural support, design and detail for demolishing existing structural walls are required. Provide minimum 44” clearance between equipment to any adjacent equipment or walls. Show dimensions throughout the floor plan.Remove and enclose the door between office and adjacent units. Revise plan to provide detail of enclosing the door opening.Sheet A2.1. The reinforced wall located between safe dep room and adjacent unit to be consistent between existing/demo and proposed floor plans. Please clarify on both plans. The new proposed reinforced wall also shall be indicated in the wall legend. Provide assembly detail and structural design for the wall support.Sheet A2.1. Clarify equipment #29 to specify type of dry storage with dimensions (e.g. shelves, storage racks…). Revise layout of equipment #29 to be consistent on all plans. Please not storage racks requires building permit and structural framing and anchorage design is required. Sheet A2.1.Specify the dimensions and weight of the floor mounted equipment on the plans. Provide engineering calculations and structural plans for the support and anchorage of the floor mounted equipment weighing more than 400 pounds or with a center of mass more than 4-feet above the floor level. [ASCE 7-16, Sections 13.1]Sheet A2.2. Identify ceiling height on all space/room on plan.Sheet A2.2. Provide complete description of the electrical legend for each symbol.Sheet A2.2. A few “objects” are blocking the egress and accessible routes in the corridor. Please clarify and revise design.Sheet A2.2. Provide ceiling design and details in the Safe & counting room and unisex restroom.Sheet A2.3. Clarify the occupancy group in the kitchen/factory area on floor plan and table. It appears group H-5 is incorrectly assigned.Sheet A2.4. Add note to plan that:” maximum travel distance for occupancy A, B, F-1, M and S-1 shall not exceed 200 feet”.Sheet A2.4. Revise travel distance measurement and calculation and shall not exceed 200 feet. 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. See redmarks on plan.Sheet A2.4. Use “right-angle” method to calculate travel distance. See sample redmarks on plan.Provide illuminated exit signs on plan. The exit signs shall be readily visible from any direction of egress travel and clearly indicate the direction of egress travel.Provide illuminated exit signs on plan at each exit door.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.”Doors equipped with a key operated locking device shall have a readily visible, durable sign posted on the egress side adjacent to the door stating: THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED. The sign shall have one-inch high letters on a contrasting background.CBC Section 1010.1.2.1, ALL Exit doors shall swing in the direction of exit travel when serving any hazardous area or when serving an occupant load of 50 or more. Revise plan to show exterior door only swings outward.Sheet A2.5. Please clarify what is the meaning or intension of the hatch on the floor plan.Sheet A2.5. Detail A and detail B. Design by the engineer is required per architectural notes. Provide a cross-section for all new partitions showing:The ICC approval # for the metal studs and all fasteners.Type, size, gage and spacing of studs.The method of attaching partition walls to the roof or floor above and to the floor below. Height of the partition, suspended ceiling and roof or floor framing above.Thickness of wall sheathing material and details of attachment.Sheet A2.5. Door #3 shall not swinging into the corridor to block the egress path. Revise plan.ACCESSIBILITY
For clarity, please use dotted line to distinguish between stripping and accessible path of travel. By reading current site plan, it implies stripping is provided all the way from public sidewalk to the tenant space entrance.
Clarify on the site plan the accurate accessible route from public sidewalk to the accessible entrance of the unit. Site plan appears not match the site condition. Please visit the project site and clarify on the site plan. The accessible route shall be fully compliance with 2019 CBC 11B. Identify:
At least one accessible path of travel from public sidewalk to tenant space accessible entrance.
At least one accessible path of travel from one accessible parking space to tenant space accessible entrance.
On the accessible path of travel, show location of the detectable warnings between the accessible parking space and pedestrian sidewalk at the zero curb area.Provide accessible drinking fountains per California Plumbing Code and Building Code. No fewer than two drinking fountains shall be provided. When provided, one drinking fountain shall comply with 11B-602.1 through 11B-602.6, 11B-602.8 and 11B-602.9 and one drinking fountain shall comply with 11B-602.7 and 11B-602.9. Delete detail 5/A3.3. Provide complete design and details.Detail 8 /A3.3. Delete pictogram shown on the door-mounted sign.Detail 8/A3.3. Revise mounting height for wall-mounted signage. Tactile characters on signs shall be located 48 inches minimum above the finish floor or ground surface, measured from the baseline of the lowest Braille cells and 60 inches maximum above the finish floor or ground surface, measured from the baseline of the highest line of raised characters. Refer to Figure 11B-703.4.1. (11B-703.4.1).Please verify on plan that the water closet sidewall have sufficient length between the door and rear wall to accommodate grab bar. See redmark on plan.See redmarks on the drawings.GREENThis permit valuation is 370,000. Projects with valuation of $200,000 or above shall meet all of the requirements of 2019 CalGreen, Divisions 5.1 through 5.5.ROOFTOP UNITProvide architectural roof plan. On the roof plan, provide specification, dimensions and weight of the proposed rooftop unit(s).On the roof plan, provide dimensions to show distance from the edge of the rooftop equipment to the edge of the building. Guards shall be provided where various components that require service are located within 10 feet of a roof edge. The guard shall be constructed so as to prevent the passage of a sphere 21 in diameter and minimum 42 inches height. (1015.6)Structural design, calculation and connection details are required for the guard attached to the roof framing. (CBC Ch. 16).Specify the weight of the roof mounted equipment on the plans. Provide engineering calculations and structural plans for the support and anchorage of the roof mounted equipment weighing more than 400 pounds or with a center of mass located more than 4-feet above the roof level. [ASCE 7-16, Sections 13.1]END OF COMMENTS