HomeMy WebLinkAbout264084_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:
101103429 and 101103430
PROJECT ADDRESS:
1940 E Seventeenth 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):
B
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
3/11/2020
INITIAL REVIEW
3/31/2020
EXPIRATION
9/7/2020
RECHECKS:
1.06/04/2020
PROJECT APPLICANT CONTACT PERSON:
2.
Mario Franco
3.
TEL:
(714)240-6614
FAX:
VALUATION: $600,000.00
EMAIL:
mario@merakiinteriordesign.com
FLOOD ZONE: X-0602320164J
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.Resubmit 3corrected sets of plans.
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.List all deferred submittals on cover sheet.Provide design, specification, detail and structural connections for the proposed storefront. Specify required U-factor, SHGC value and VT on plan.PC2: Provide design, specification, detail and structural connections for the proposed storefront. As an option, if the design is deferred, indicate as deferred submittal item on the cover sheet of the architectural plans.Sheet CS-1.0. Provide north arrow on the site plan.Sheet A-1.0 Note #23. Indicate the thickness of each light of glazing on the drawings and cross-reference structural connection details at the glass partition.PC2: Please cross-reference structural connection details at the glass partition.Sheet A-3.0. In general notes, the safety glazing shall comply with CBC section 2406 instead of R308.4.Per second floor framing plan on sheet S1, part of the walls are removedunder this permit. The removed walls must be clearly identified as to whether they are bearing and/or shearwalls and identify the removed walls on the architectural floor plan.Indicate interior finish compliance with 803.1 and Table 803.13 flame spread index.EXITSheet A-1.0. Provide tactile exit sign at the exit door on plan (door #102).Sheet A-1.2. Provide illuminated exit sign at the exit door on plan (door #102).DISABLE ACCESSIBLILTYComplete the disabled access compliance documentation form and incorporate into plans.PC2: Not done. Per CBC 11B-202.4, complete the form to show compliance of accessible path of travel in the existing building and justify non-conforming handrail extension for hardship.Sheet CS-1.0. Site plan. On the designated exterior accessible path of travel, provide and revise the detectable warning. The warnings are required at the boundary where the walk is adjoins or crosses a vehicular way. Refer to redmark on plan for more clear information. Add note to the site plan: Access aisles shall be marked with a blue painted borderline around their perimeter. The area within the blue borderlines shall be marked with hatched lines a maximum of 36 inches on center in a color contrasting with that of the aisle surface, preferably blue or white. The words"NO PARKING" shall be painted on the surface within each access aisle in white letters a minimum of 12 inches in height and located to be visible from the adjacent vehicular way. Access aisle markings may extend beyond the minimum required length. (11B-502.3.3, Figure 11B-502.3.3)Add note to the site plan: Each accessible car and van space shall have surface identification complying with either of the following schemes: (11B-502.6.4)
The parking space shall be marked with an International Symbol of Accessibility complying with Section 11B-703.7.2.1 International Symbol of Accessibility in white on a blue background a minimum 36 inches wide by 36 inches high. The centerline of the International Symbol of Accessibility shall be a maximum of 6 inches from the centerline of the parking space, its sides parallel to the length of the parking space and its lower corner at, or lower side aligned with, the end of the parking space length. (11B-502.6.4.1)
The parking space shall be outlined or painted blue and shall be marked with an International Symbol of Accessibility complying with Section 11B-703.7.2.1 International Symbol of Accessibility a minimum 36 inches wide by 36 inches high in white or a suitable contrasting color. The centerline of the International Symbol of Accessibility shall be a maximum of 6 inches from the centerline of the parking space, its sides parallel to the length of the parking space and its lower corner at, or lower side aligned with, the end of the parking space. (11B-502.6.4.2)Provide tow-away sign. Show its location on the site plan. 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-502.8)
The additional sign shall not be less than 17 inches wide by 22 inches high. (11B-502.8.1)
The 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 A1.1. At door #112, revise glass partition to provide door landing. Door landing shall be accessible. Provide minimum 48” length in the direction of travel. Please also update your design on the relevant sheets. (11B-404.2)Sheet A1.5. Stairway 1. Refer to “201 stair 1, 202 janitor, 203 men, 204 women” and “101 stair 1, 102 men, 103 women” plans, provide and show both top and bottom handrail extensions. Per 11B-505.10 exception #3, handrails extension may be turn 90 degrees from the direction of stair flight. Show how this stairway complies with code on plan.PC2:On the stairway 1, if the existing non-conforming riser (7.2” height) is stay unaltered. Please indicate on the drawing. If it is altered, it shall be complied with 2019 CBC section 1011On the stairway 1, clearly show on the plan the handrail top extension at the guardrail. Is it turn 90 degree?Note that one side of the bottom extension may encroach either hallway or electrical room access. If unreasonablehardship is applied, showdetailed justification in the compliance form. Subject to approval.PC2: If the non-conforming stairway handrail is altered, it must comply with current building code.New stairway handrail on stairway one does not have extension on the electrical room side.If you apply for hardship, complete and submit the form.Sheet A1.5. Stairway 2. Refer to “105 stair 2 106 lobby” plan, revise the location of the door #111 to provide space for 12” plus one tread depth bottom handrail extension and clear width for the accessible door opening. Handrail extension is required on both sides of the stairway. Please also update your design on the relevant sheets.Sheet A-1.5. Refer to “207 stair 2” plan. At door #214, provide 18” minimum maneuvering space at the strike edge on the pull side of the door. Please also update your design on the relevant sheets. (11B-404.2)Sheet A-1.5. Provide accessible door sign (keynote 13) at the entrance door of all the male restrooms on plan.Sheet A-1.5. Provide accessible restroom sign on wall (keynote 12) by the entrance door of all male restrooms on plan.Sheet A-1.5. Show minimum 60 inches wide and 48” deep clear floor space in front of the water closet in all accessible compartments.Sheet A-1.5. Detail per CBC-213 at least one side partition shall provide a toe clearance of 9 inches minimum above the finish floor and 6 inches deep minimum beyond the compartment-side face of the partition, exclusive of partition support members. Partition components at toe clearances shall be smooth without sharp edges or abrasive surfaces. Compartments for children’s use shall provide a toe clearance of 12 inches minimum above the finish floor. (11B-604.8.1.4 See Fig. 11B-604.8.1.4)Sheet A-1.5. The location of drinking fountains does not comply with Code. Please revise design. 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.Further review and comments will be forthcoming. (11B-602.9).Sheet A-1.5. Provide detail of accessible drinking fountain and make cross-reference to plan. Show how drinking fountains are designed and fully comply with 11B-602.PC2: Pending to plumbing plan review if the drinking fountain is not required.Sheet A-1.5. Show minimum 18” from the adjacent wall to the centerline of the lavatory. (11B-606.6)Sheet A-3.0. Provide kickplate at the accessible doors. Swinging door and gate surfaces within 10 inches of the finish floor or ground measured vertically shall have a smooth surface on the push side extending the full width of the door or gate. Parts creating horizontal or vertical joints in these surfaces shall be within 1/16 inch of the same plane as the other and be free of sharp or abrasive edges. Cavities created by added kick plates shall be capped. (11B-404.2.10)Sheet AD-1.0. Revise detail 12 to comply with male’s restroom signage requirement. Men’s toilet and bathing facilities shall be identified by an equilateral triangle, ¼ inch thick with edges 12 inches long and a vertex pointing upward. The triangle symbol shall contrast with the door, either light on a dark background or dark on a light background. (11B-703.7.2.6.1). Remove pictogram and braille at the door sign.Sheet AD-1.1. Revise detail 3 to comply with female’s restroom signage requirement. Women’s toilet and bathing facilities shall be identified by a circle, ¼ inch thick and 12 inches in diameter. The circle symbol shall contrast with the door, either light on a dark background or dark on a light background. (11B-703.7.2.6.2). Remove pictogram and braille at the door sign.Sheet AD-1.1. Detail 1. Add note to the detail that detectable warning surface shall be yellow and approximate FS 33538 of Federal Standard 593C. (11B-705.1.1.3.1).GREENPlans shall indicate method of verification of compliance with all CALGreen requirements. Third party or other methods shall demonstrate satisfactory conformance with mandatory measures.PC2: Sheet A-4.1. Please show compliance under the 2019 version of the CALGreen code, not 2013.ENERGYProvide building envelope design for fenestration alteration. Energy design shall be either prescriptive or performance method in accordance with 2019 California Energy Code. Specify required U-factor, SHGC value and VT on plan for the new storefront system and verify U-factor, SHGC and VT number in the door schedule on sheet A-3.0 to match energy design.STRUCTRUALPlease submit structural calculation, but not limit to, for building structural alterations, rooftop equipment anchorage, storefront connections and etc. Further review and comments will be forthcoming.Provide construction document for structural design of the storefront system and connection details to the building.PC2: Please indicate calculation page number for the design and provide connection detail. In detail 11/S-3, the ICC number ESR-3842 and ESR-3269 is for glass guardrail product, not storefront. The provided ICC report shall be consistent with the proposed manufacturer product. Please verify with architect.Refer to sheet A-1.1. Provide a cross-section for all new partitions showing the information below and cross-reference connection details to partition plan keynotes:
- 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.Glass partition. Provide a cross section for the glass partition detailing the support of the top of the partition to the roof or floor above and to the floor below complying with CBC 2403.3. The butted glass shall comply with CBC 2403.4. Provide calculation to specify minimum thickness of the tempered glass. Sheet AD-1.0 Detail 4. Specify metal framing system with ICC number to support the gypsum board ceiling. Specify type, size, gage and spacing of framing member and fasteners for attachment.Sheet AD-1.0 Detail 8:Specify a heavy duty suspended ceiling T-bar grid system. [ASCE 7, Sec. 13.5.6.2.2].PC2: Indicateheavy duty suspended ceiling T-bar grid system is required.Specify a minimum two inch width for the suspended ceiling perimeter closure angles. Show two orthogonal ends of the ceiling grid attached to the closure angles; the other ends shall have 3/4-inch clearance from walls and rest upon and be free to slide on the closure angles. [ASCE 7, Sec. 13.5.6.2.2]PC2: The above information is not completely shown in detail 7/S-3.Provide seismic design of the framing and connection of the compression struts, hanger wires and brace wires to floor open web truss and roof framing above. Show anchor hardware type, embedment length, and framing which it is attached to.PC2:The above information is not completely shown in detail 7/S-3. Missing anchorage design.