HomeMy WebLinkAbout280646_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:
101108340
PROJECT ADDRESS:
2116 S Bristol 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):
M
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
11/1/2021
INITIAL REVIEW
11/11/2021
EXPIRATION
4/30/2022
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Geri Fox
3.
TEL:
(951)545-4004
FAX:
VALUATION: $850,000.00
EMAIL:
gfox@permitsfast.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.
- Police Department approval on the corrected/final set of drawings (647-5840)
- Public Works Agency approval (647-5039)Include address and telephone number of responsible designers (licensed architect, civil engineer, structural engineer, consultants…)on the cover sheet.Sheet A0.0. Clarify type of construction. Per city record, this construction is type VB.Sheet A0.0. Specify type of Fire sprinklered system on plan.Sheet A0.0. Under Code data summary: Section C, assign occupancy group (CBC chapter 3) to each room/space (sales, office, processing…). Section A. Revise occupancy group to list all applicable occupancies in this tenant space.Section B. revise “existing” to provide area justification on plan. The original occupancy group assigned to suite 2116 was M occupancy, and to suite 2118 was M/B occupancy. Based on the proposed occupancies in the new suite 2116, provide allowable area analysis to verify total 20,139 will not exceed the allowable area. (CBC 508).Sheet A0.0. Provide description on plan to clarify what is the use of the “processing room” and to verify the occupant load factor is 300 occ./sf.All sheets. A number of notes that referring to “by landlord” shall obtain permit, if they are altered or newly installed. Are they part of this permit? Please clarify on plan.If not part of this permit, please clarify either under separate permit or deferred submittals. To modify/add scope of work on this permit, please contact Planning and permit counter prior to submit the design. The submitted plans should have the updated scope of work and relevant design details.Sheet A0.0. List all deferred submittal items on the cover sheet. (e.g. fire-sprinklered design)Sheet A0.0. List all under separate permit items on the cover sheet. (e.g. exterior signs)Sheet AS1.0. Provide the following on the dimensioned plot plan including:All property lines and North arrow.Location of Fire walls to create separate buildings.Indicate use of all adjacent suites or spaces. Show any existing area separation walls, occupancy separation walls, shafts or rated corridors. Identify and provide construction details for all new fire rated walls. (CBC 508)Provide fixture plan design in the sales area showing compliance with the 2019 CBC. (Not deferred)Sheet A3.0. Show the height of roof deck surface on the building elevations (how many feet above ground).Posting of Occupant Loads: Any room used that is used for an assembly purpose (e.g. breakroom) shall have the capacity of the room posted in a conspicuous place on an approved sign near the main exit or exit-access doorway. (CBC 1004.9)Sheet A5.0. Roof Access: Guards shall be provided where the roof hatch opening is located within 10 ft. of a roof hatch. (CBC 1015.7)Sheet A5.0. Coordinate with Mechanical plan and provide rooftop equipment specification on the roof plan. Show dimensions and weight of the units.Sheet A5.2. Provide the ICC approval # for the metal studs and all fasteners.Sheet A5.2. Provide bracing details at the bottom of the non-structural partition walls to the concrete footing to support 5 psf minimum lateral force. Specify type, spacing and ICC number of fasteners.MEANS OF EGRESSProvide 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. In the sales room and preparation area, plan shall include proposed shelves, counters, aisle width, racks, equipment’s…Show the common path of travel and the exit access travel distancesCalculate the minimum width of all means of egress componentsShow the required and actual distance between exit and exit access doorwaysShow exit signage location and details, including illuminated and tactile signsShow on egress plan. 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.”Provide exit tactile sign detail. 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.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 and 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.”Note on plans: “Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort.”Egress 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.Sheet A6.0. List the provisions in CBC Section 1010.1.9.8item #11 for the door equipped with a delayed egress lock.ACCESSIBILITYSheet AS1.0. Show accessible path of travel on plan. When alterations or additions are made to existing buildings or facilities, an accessible path of travel to the specific area of alteration or addition shall be provided unless otherwise exempt. (11B-202.4).Please clarify and verify if the existing path of travel is fully comply with 2019 CBC chapter 11B. If yes, provide a statement, signed and dated by the license architect in record, that the licensed architect in record has inspected and certified the existing path of travel is fully comply with 2019 CBC chapter 11B. If not, clearly indicate the elements and details to be upgraded on the drawings. In addition, fill out the “Disable access compliance form” to indicate the upgrades.Detail1/A4.1. Provide 36” wide detectable warnings around the exterior door landing. Note that detectable warning shall not be encroached into the required door maneuvering clearance or landing space.Detail 2/A4.1 and 3/A4.1. Increase top landing to accommodate 12” handrail top extension in the same direction of stairway flights. (11B-505.10).Sheet A1.0. Curb ramps shall have detectable warnings that extend 36 inches in the direction of travel for the full width of the ramp run less than 2 inches maximum on each side, excluding any flared sides. (11B-247.1.2.2, 11B-705.1.2.2, 11B-406.5.12). Provide curb ramp detail on plan.Sheet A4.0. Provide at least one accessible fitting room on plan for each sex, complying with CBC 11B-803. Identify on the drawing.Sheet A4.0. Provide dimensions to locate all partitions within the fitting rooms and restrooms on the floor plan.Sheet A4.0. Show dimensions on the accessible water closet compartment. Clearance around a water closet shall be 60 inches minimum measured perpendicular from the sidewall and 56 inches minimum measured perpendicular from the rear wall. A minimum 60 inches wide and 48 inches deep maneuvering space shall be provided in front of the water closet. (11B-604.3.1)Detail 4/A4.0. Remove pictogram from the door-mounted signage.Detail 4/A4.0. 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).Detail 10/A5.1. Revise accessible sink location to provide sufficient clear floor space for either forward or parallel approach. (11B-606.2).Provide fixture plans show compliance with CBC 11B.Provide checkout area and jewelry area shall be accessible:Spaces and elements within employee work areas shall only be required to comply with CBC Sections 11B-206.2.8, 11B-403.5, 11B-207.1 and 11B-215.3. (CBC 11B-203.9)The customer side of checkout aisles, sales counters, food service lines, queues and waiting lines shall comply with CBC Sections 11B-227 and 11B-904. (CBC 11B-227.1)Sheet A6.0. Note #5. 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.Refer to plan check comments on the architectural plan.CALGREENClarify on the site plan if any newly parking spaces are added and comply the following requirements on the plan (location and details):Short-term bicycle parking is required if add any new parking space. (CGBC 5.106.4.1.1)Long-term bicycle parking and designated parking for clean air vehicles are required if add 10 or more parking spaces. (CGBC 5.106.4.1.3 & 5.106.5.2)STRUCTURALGuards shall be provided where the roof hatch opening is located within 10 ft. of a roof hatch. Provide framing and anchorage design for the guard or guardrail. Submit calculation and provide structural details on roof framing plan.Provide metal canopy framing and anchorage design, calculation and details. Refer to keynote #17/A4.1.Add a page to the calculation showing the source of seismic parameters from the latest seismic map. Justify the provided seismic parameters in the calculation are correct.Provide continuous page number in the structural calculation.The structural system is not clear. Part of the calculation and details assume the existing building is an unreinforced masonry building, but part of them assume existing CMU building. Please clarify the structural system in your calculation. If you have any evidence to prove that it is an URM building, please submit evidence to verify or clarify in your calculation.Detail 8/S2.0. The masonry infill shall have sufficient structural strength to support and transfer out-of-plane wind load into the structural walls and concrete footing. Do not refer the design to architectural drawings. Provide structural design including specification of masonry, reinforcement, mortar, and positive connection to the existing exterior walls. Detail 1/S2.0, 2/S2.0:Calculation requires W8x13 for the new lintel, please clarify in the new wall opening detail.Provide positive connection at the new metal lintels to the new HSS column.Sheet S2.0. Specify new spread footing dimensions on the foundation plan. (length x width x thickness)Sheet S3.0. 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)On plan, provide ICC number for the epoxy material at the dowels. E.g. Hilti HIT-HY200 in detail 6/S2.0.Provide structural calculation to design the 8’-8” tall reinforced CMU wall and footing to verify detail 7/S2.0.Refer to additional plan check comments on the drawings.END OF COMMENTS