HomeMy WebLinkAbout276012_1_Corrections.docxTENANT IMPROVEMENT
PLAN CHECK COMMENTS
COMMENTS
Planning & Building Agency
Building Safety Division
20 Civil Center Plaza
P.O. Box 1988 (M-19)
Santa Ana, CA 92702
(714) 647-5800
www.santa-ana.org
PLAN CHECK NO:
101106945
PROJECT ADDRESS:
120 E First St
PLAN CHECK ENGINEER:
Lee, WayneTEL:714
647-5848
EMAIL:
wlee@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
V B
OCCUPANCY CLASSIFICATION(S):
M /S1?
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
6/15/2021
INITIAL REVIEW
6/19/2021
EXPIRATION
12/12/2021
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Mary Ryan
3.
TEL:
(949)582-37351
FAX:
(949)768-8456
VALUATION: $350,000.00
EMAIL:
Mary@permitresources.com
FLOOD ZONE: X-0602320276J
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.Sheet T1. On plan, add the scope of work under this building permit to scope of work description:
- Divide building into two tenant spaces (120 E 1st Street to measure 8,393 SF and 124 E 1 Street to measure 3,300 SF). Tenant improvement consist of new demising wall, demolition of existing interior walls, new restrooms and storefront and new MEPs.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 (647-5839 or 647-5700)
- Police Department approval on the corrected/final set of drawings (647-5840)
- Public Works Agency approval (647-5039)Sheet T1. On the plan, list of all items related to the proposed work, but not within this permit.The scope of work indicate that alteration of mechanical HVAC. Please provide:Architectural roof plan shows any rooftop equipment to be altered, added or removed. Structural calculation, design, framing plan and details are required for rooftop equipment anchorage.Sheet T1. Provide building area information on plan:120 E 1st Street8,393 SF124 E 1st Street3,300 SFTotal building area11,693 SFSheet T1. Specify square footage and type of occupancy for each tenant space (including room #101 through #104)and the future tenant space at 124 E 1st St. Plan shows “mercantile” is not clear.Sheet T1. Mixed Use: The building as shown is a mixed-occupancy building. Please comply with Section 508.2 for accessory occupancies, section 508.3 for non-separated occupancies, or section 508.4 for separated occupancies. Please make building analysis part of the construction documents.Refer to sheet A0. Provide building structural design, calculation and details for the new exterior door opening at the door #105. On Sheet T1, provide address and telephone number of the structural engineer for building structural alteration.Sheet A0. The interior walls to be removed appears are load-bearing walls. Please have a licensed civil or structural engineer review them and clarify on the drawings. Provide full scale building design to support the vertical and lateral force due to major building retrofit. Structural drawings and calculation will be required at the next submittal.Sheet T1. Add 2019 California Green Building Standards Code into the applicable codes.Sheet A1. Provide overall dimensions (exterior wall to wall)Sheet A1. Provide full description of “BOH” in room #104.Sheet A1. Show all furniture, racks, counters, shelves and partitions on the proposed floor plan.Sheet A1. Specify square footage and type of occupancy for each tenant space (including room #101 through #104) and the future tenant space at 124 E 1st St.Sheet A1 and A1.2. Clarify all occupancy separation walls within the unit and with the adjacent tenants to verify if 1-hour rated is adequate. Sheet A1. Provide 1-hour rated tenant separation construction details on the plans. Show approved tested detail number. (E.g. CBC Table item number or Gypsum manual detail number...). Show on the site plan and proposed floor plan. (CBC 508)Sheet A1. Provide and cross-referencing structural connection details for the non-bearing new demising wall to the notes. Connection details are required to support minimum 5 post at the top and at the bottom of the wall to the roof framing or foundation slab.Sheet A1.2. This site plan appears is copied for civil drawings. Submit fully dimensioned plot plan including:Dimension distances from building(s) to all property lines, street centerlines, and adjacent existing or proposed structures on the site.Show the size, use, occupancy, and type of construction of all existing buildings on the site.Show all interior assumed lot lines, any designated flood plains, open space easements or development-restricted areas.Width of front, rear, and side yards. Clear width is measured from property line to building face or edge of floor overhang or edge of overhang of usable space below roof, canopy, porch, or covered walks.North arrow.Location of the tenant space within the building.Indicate number of total parking and accessible parking spaces. The minimum number of the accessible parking spaces shall comply with CBC Table 208.Show location of the van accessible parking spaces and show dimensions on all accessible parking spaces including access aisle.Accessible routes within the boundary of the site from public transportation stops, accessible parking and accessible passenger loading zones, and public streets or sidewalks. (CBC 11B-206) (For accessible path of travel upgrade per CBC 11B-202)Remove all other unavailable notes and other information which does not apply to this permit.Remove the “for reference only” notes.Remove the “floor plan key notes” and provide site plan notes.Sheet A3.1. Provide design information on the drawing. Specify shelves, counters, racks, equipment… EGRESSProvide enlarged egress plan to scale.The exit path through the stockroom (room #104) 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.”“The stockroom doors shall not have locking hardware on the egress side.”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”. [CBC 1006.1; 1006.2]Identify on the plans the lighting fixtures connected to an emergency power system (batteries, unit equipment or an on-site generator) that will automatically illuminate the means of egress for a duration of not less than 90 minutes. [CBC 1006.3]Provide 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. [CBC 1013]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.” [CBC 1013]Provide and show tactile exit signs complying with Section 11B-703 and in accordance with Section 1013.4 at the exit door. Each grade-level exterior exit door shall be identified by a tactile exit with the word “EXIT.”ACCESSIBILITYShow on the site plan accessible routes that comply with the following: At least one accessible route shall be provided within the site from accessible parking spaces and accessible passenger loading zones; public streets and sidewalks; and public transportation stops to the accessible building or facility entrance they serve. Where more than one route is provided, all routes must be accessible. (CBC 11B-206.2.1)Fill out the disabled access compliance documentation form and show proposed design, detail and location of improvement in compliance with accessibility requirements along the accessible path of travel in accordance with CBC Section 11B-202.Sheet A1.2. Show and clarify the detectable warning and curb ramp location on the site plan. Plans are not clear.Sheet A1.2. Show location of the van accessible parking and standard accessible parking spaces with dimensions on plan.Sheet A1.2. Revise detail 5/A1.2 in according to site condition and fully comply with 2019 CBC 11B-502.Sheet A1.2. Revise detail 4/A1.2 in according to site condition and fully comply with 2019 CBC 11B-406.Sheet A1.2. Revise detail 3/A1.2: Signs identifying van parking spaces shall contain additional language or an additional sign with the designation “van accessible.” Signs shall be 60 inches minimum above the finish floor or ground surface measured to the bottom of the sign. Exception: Signs located within a circulation path shall be a minimum of 80 inches above the finish floor or ground surface measured to the bottom of the sign. §11B-502.6Additional language or an additional sign below the International Symbol of Accessibility shall state “Minimum Fine $250.” §11B-502.6.2A parking space identification sign shall be visible from each parking space. Signs shall be permanently posted either immediately adjacent to the parking space or within the projected parking space width at the head end of the parking space. Signs may also be permanently posted on a wall at the interior end of the parking space. §11B-502.6.3Sheet A1.2. An additional sign shall be posted either; 1) in a conspicuous place at each entrance to an off-street parking facility or 2) immediately adjacent to on-site accessible parking and visible from each parking space. §11B-502.8The additional sign shall not be less than 17 inches wide by 22 inches high. §11B-502.8.1The additional sign shall clearly state in letters with a minimum height of 1 inch the following: §11B-502.8.2"Unauthorized vehicles parked in designated accessible spaces not displaying distinguishing placards or special license plates issued for persons with disabilities will be towed away at the owner’s expense. Towed vehicles may be reclaimed by telephoning The Santa Ana Police Department at (714) 245-8665. CVC 22658a."Sheet A3. Identify sales counter on the proposed floor plan. Provide dimensions, accessible counter space, height, clear floor space on plan. Provide counter details and cross-reference to the applicable location on plan. (11B-904.4).Sheet A3. Provide 48” minimum aisle width (See remarks on plan) to comply with clear width at turn per 11B-403.5.2.Refer to sheet A2. Detail 7/A2. All drinking fountains shall either be located completely within alcoves, positioned completely between wing walls, or otherwise positioned so as not to encroach into pedestrian ways. The protected area within such a drinking fountain is located shall be 32 inches wide minimum and 18 inches deep minimum, and shall comply with Section 11B-305.7 Maneuvering Clearance. When used, wing walls or barriers shall protect horizontally at least as far as the drinking fountain and to within 6 inches vertically from the floor or ground surface. §11B-602.9Detail 14/A2. The spout shall be located 15 inches minimum from the vertical support and 5 inches maximum from the front edge of the unit, including bumpers. §11B-602.5Sheet A2. Provide interior dimensions on the accessible restrooms.Sheet A2. Show clearance around water closet on plan. 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-604.3.1Detail 17/A2. The outlet of the dispenser shall be below the grab bar, 19 inches minimum above the finish floor and shall not be located behind the grab bars. Dispensers shall not be of a type that control delivery or that does not allow continuous paper flow. §11B-604.7Detail 19/A2. 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).Lavatories, when located adjacent to a side wall or partition, shall be a minimum of 18 inches to the centerline of the fixture. (11B-606.6). Show dimensions on the detail or floor plan.Provide accessible lavatory detail:For lavatories and sinks, a clear floor space complying with Section 11B-305 Clear Floor or Ground Surfaces, positioned for a forward approach, and knee and toe clearance complying with Section 11B-306 Knee and Toe Clearance shall be provided. §11B-606.2Lavatories and sinks shall be installed with the front of the higher of the rim or counter surface 34 inches maximum above the finish floor or ground. §11B-606.3GREENProjects with valuation of $200,000 or above shall meet all of the requirements of 2019 Cal Green, Divisions 5.1 through 5.5.Plans shall demonstrate satisfactory conformance with CAL Greenmandatory measures. Fill out City's Mandatory Measures Checklist “GRN-03_CalGreen Non-Residential Checklist” to verify compliance with all CAL Green requirements and incorporate it into the plans.STRUCUTRALRefer to sheet A0. The interior walls to be removed appears were pervious exterior load-bearing walls. Please have a licensed civil or structural engineer to visit the site and review those walls. Provide full scale building design to support the vertical and lateral force due to major building retrofit, complying with 2019 California Building Code. Structural drawings and calculation will be required at the next submittal.Refer to sheet A1. Provide and cross-referencing structural connection details for the non-bearing new demising wall to the notes. Connection details are required to support minimum 5 post at the top and at the bottom of the wall to the roof framing or foundation slab.Structural calculation, design, framing plan and details are required for rooftop equipment anchorage. Please clarify with the architect if adding, altering any equipment.Refer to sheet A0. Provide structural calculation for new exterior door opening and justify the detail 4/A6. In addition, provide justification for lateral support on this line of lateral brace due to the opening at the exterior door.PLAN CHECK COMMENTS FOR STORAGE RACKS:Sheet SH1 and SH2:Provide more information on the storage shelf plan. Floor plan of the building is required to show location of storage racks and to differentiate between all types of proposed storage racks. Show actual height of each shelve and rack. Floor plan must also show aisle widths and exiting scheme from the building in which storage racks will be placed.Provide shelve and oil/battery rack member specification (e.g. beams, columns, braces…) and manufacturer’s name, contact information and model number on plan.Show on the plan. CBC Section 1705.12.7, Storage racks and access floors. Periodic special inspection is required during the anchorage of access floors and storage racks 8’ or greater in height in structures assigned to Seismic Design Category D, E or F.Note on the drawings locations and inscriptions of 50 square inch minimum size permanent plaques installed in conspicuous locations, showing the maximum permissible unit load in clear, legible print.CBC Section A106.1. Calculations must be presented in a clear, legible, and organized manner conducive for structural plan review. A table of contents must be provided and pages must be numbered for referencing purposes. Resubmit revised calculations showing compliance.Refer to structural calculation, under shelving geometry, please clarify why number of shelves are N=14? Calculation shows 14 layers. The geometry shall match structural detail 4/SH-2 and 7/SH-2.Specify 0.75”x 14 gas straps on the plan.For oil/battery rack unit, provide calculation to design beam and lateral bracing. Provide structural member specification and connection information on the drawing.For oil/battery rack unit, the bottom of all posts shall be furnished with bearing plates. Drive-in, drive-through, and stacker racks shall be anchored to the floor by anchor bolts capable of resisting the horizontal shear forces caused by the horizontal and vertical loads on the rack. Detail 5/SH-2 is for the shelve column which does not apply.Provide base plate and anchor bolt calculation. The submitted calculation is for the shelve anchor bolt design.Provide connection detail on plan.END OF COMMENTS