HomeMy WebLinkAbout192119_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:
10180659
PROJECT ADDRESS:
1500 S Auto Mall Dr
PLAN CHECK ENGINEER:
Mazarji, ZacTEL:714
647-5831FAX:714
647-5897
TYPE OF CONSTRUCTION:
V B, SPK
OCCUPANCY CLASSIFICATION(S):
B
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
2/12/2014
INITIAL REVIEW
2/13/2014
EXPIRATION
8/11/2014
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Ken King
3.
TEL:
(501)315-7686
FAX:
VALUATION:$500,000.00
EMAIL:
ken@bcoandh.com
FLOOD ZONE:X-0602320277J
APPLICABLE CODE: 2013 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 3corrected sets of plans. Please refer to red marks on the drawings for additional plan check comments for both architectural and structural comments. 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.
- Fire Department approval on the corrected/final set 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).
- Proof of Worker's Compensation Insurance shall be required at the time of permit issuance.
- School District Compliance Certificate; and a copy of the building permit application, signed by
the plan check engineer, shall be required by the School District to verify the scope of the work.
-Please note on the drawings the new floor area of addition to existing building and new canopy area.Provide the following:
- Provide a site plan on each set of plans show existing plus addition building and new canopy area.
- Disabled access compliance must be shown on the site plan including path of travel and location of Truncated dome.
- See red marks on the site plan for additional comments.Show all property lines of record on the site plan. Indicate distance from exterior wall of building to property lines. When applicable show compliance with CBC Section 704 and CBC Tables 601, 602, and 704.8 for exterior wall, column, openings and parapet fire rating.CBC Section 1127B.3, All building entrances that are accessible to and usable by persons with disabilities shall be identified with a least one standard sign and with an additional directional signs, as required, to be visible to persons along approaching pedestrian ways.All doors require a level floor landing on each side in accordance with CBC Sections 1008.1.4, 1008.1.5, 1008.1.6, and 1133B.2.4 and CBC Figures 11B-26A and 11B-26B. Provide typical doorthreshold details for each slider door.And if applicable provide details of change in floor covering material.Please refer to Section 1008.1.4.3 of CBC and copy all eight criteria on the drawings to insure egress compliance for new sliding doors. Entrance and exit doors hardware to complying with disabled accessibility requirementsCBC Section 1133B.2.5, Note on the drawings: “Maximum effort to operate doors shall not exceed 5 pounds for exterior doors and interior doors, such pull or push effort being applied at right angles to hinged doors and at the center place of sliding or folding doors. Compensating devices or automatic door operators may be utilized to meet the above standards. When fire doors are required, the maximum effort to operate the door may be increased to the minimum allowable by the appropriate administrative authority, not to exceed 15 pounds.Show required the bottom 10” of all doors except automatic and sliding shall have a smooth uninterrupted surface to allow the door to be opened by a wheelchair footrest without creating a trap or hazardous condition.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.
For the purpose of Section 1011.3, the term “tactile exit signs” shall mean those required signs that comply with Section
1117B.5.1, Item 1.Site development shall be designed to provide access to all entrances and exterior ground-floor exits and access to normal paths of travel; and where necessary, to provide access shall incorporate pedestrian ramps, curb ramps, etc. Show accessible path of travel between buildings. (When applicable) If a walk crosses or adjoins a vehicular way, and the walking surfaces are not separated by curbs, railings or other elements between the pedestrian areas and vehicular areas, the boundary between the areas shall be defined by a continuous detectable warning which is 36” wide. Provide detail identifying zero curb and 4” curb around the building.
Detectable Warning Product Approval. Only approved Division of the State Architect, Access Compliance (DSA/AC) approved detectable warning products and directional surfaces shall be installed in accordance with CBC Section 1133B.8.5.CBC Sections 1115B and 1210. Sanitation facility toilet room floors shall have a smooth, hard, non-absorbent surface such as Portland cement, concrete, ceramic tile or other approved material which extends upward onto the walls at least 6”. Walls within 2’ of the front and sides of urinals and water closets shall be similarly finished to a height of 4’.Show 60” clear circle inside of toilet rooms.Provide elevation of each counter to show compliance with the followings: - At least 36” long and no more than 28 to 34” high.- Provide a minimum 30” x 48” wheelchair clear floor space.
- Provide knee space at tables at least 27” high, 30” wide and 19” deep.
- Provide height of tables between 28” – 34” from the floor ground.Please note location of proposed accessible ramp should be relocated in from of building entrance door. Provide complete architectural and structural details to show compliance and refer to ramp handout for additional comments. Any accessible route of travel shall be considered a ramp if its slope is greater than 1’ rise in 20’. CBC Section 1010.8, Handrails. Ramps with a rise greater than 6” shall have handrails on both sides. Handrails shall comply with Section 1012.Reference sheet S1.2, stairway detail # 2, provide cross reference to architectural drawings and show accessible ramp where there is stairway.
The residence shall conform to the State Energy Conservation Standards. Submit forms and calculations for review and blueprint the final forms on the plans.
-Signed Energy Efficiency Documents must be printed on the plans.
- Also, submit 2 copies of signed Energy Efficiency calculations.
- The corrected/final drawings shall have the required energy efficiency compliance documentation
with completed signature blocks filed on the plans.Provide details of roof drain and overflow. Overflow drains shall have separate independent piping and have an inlet flow line locate 2” above the low point of the roof. Overflow scuppers shall have an area 3 times the roof drain, a minimum opening height of 4”, and have an inlet flow line located 2” above the low point of the roof. Provide structural calculations and drawings stamped and signed by a California licensed architect or registered civil engineer for new canopy, complete structural drawings is required.Submit two (2) copies of a geotechnical report for the subject project for justification of soil values shown on page S1.0 for foundation design. Provide detail/s showing positive connection for replaced equipment to roof including the platform. Indicate the weight of existing and new equipment on the drawings.