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Home My WebLink About283600_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: 104109270 PROJECT ADDRESS: 1312 E St Gertrude Pl PLAN CHECK ENGINEER: Ahangian, KathyTEL:714 647-5812 EMAIL: Kahangian@santa-ana.orgFAX:714 647-5897 TYPE OF CONSTRUCTION: V B OCCUPANCY CLASSIFICATION(S): B, S-1 PLAN CHECK DATES: REMARKS/RECHECK ITEMS: APPLICATION 1/27/2022 INITIAL REVIEW 4/7/2022 EXPIRATION 7/26/2022 RECHECKS: 1. PROJECT APPLICANT CONTACT PERSON: 2. HisamKanjou 3. TEL: (949)887-2811 FAX: VALUATION: $150,000.00 EMAIL: hisamk@icloud.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.Resubmit 2corrected sets of plans.Meetings between the project applicant/designer and the plan reviewer shall be by appointment only. Please call (714) 647-5812 for an appointment.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) - Proof of Worker’s Compensation Insurance shall be required at the time of permit issuancePlease see public works for the site drainage. Please identify each suite number on the site plan.Provide the following: - Disabled access compliance must be shown on the site plan.Occupancies storing, handling, using, and/or selling hazardous materials, liquids, and chemicals shall submit a list of all said materials, listing their quantities and how they relate to specific California Building Code Table items. Note on the Floor Plan, type and quantity of hazardous material in each control area and fire-resistive rating for fire barriers. ( For painting area)Provide complying exiting plan for the unit 1312)Where a tenant space in Group B and S occupancies has an occupant load of not more than 30, the length of a common path of egress travel shall not be more than 100’. CBC Section 11B-404.2.9, 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. Provide landing at each side of the doors.CBC Section 1010.1.5, Slope. Landings shall have a slope not steeper than one unit vertical in 48 units horizontal (2-percent slope) in any direction. Changes in level are not permitted.Exit illumination and exit sign requirements in accordance with CBC Section 1013shall be shown on the drawings. Be specific as to the type of exit signs to be installed. Provide 48 “ Clear path at each side of the shelvings.CBC Section 1013.1. Provide a directional exit sign at changes in exiting direction.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.” - Each exit door through a horizontal exit shall be identified by a sign with the words “TO EXIT.”It is the project designer’s/property owner’s responsibility to show compliance on the drawings with all applicable Federal and State Accessibility Standards.Drawings submitted to the Building Division for review shall provide the following information to insure compliance with CBC Section 11B-202.4: - An accessible entrance - An accessible route to the altered area - Accessible restrooms - Accessible telephone (if any) - Accessible drinking fountains, and - Parking, signage and alarmsCBC Section 11B-206. Entrance(s) to the building or facility and primary path of travel to the specific area of new work, alteration, structural repair or addition shall be accessible. Path of travel incorporated all elements from the exterior arrival site to remodeled area.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, complying with the CBC Section 11B-247.1.2.5.CBC Section 11B-406.5.3 Curb ramps shall comply with CBC Section 11B-406 A level landing 4’ deep shall be provided at the upper end of each curb ramp over its full width to permit safe egress from the ramp surface, or the slope of the fanned or flared sides of the curb ramp shall not exceed 1 unit vertical to 12 units horizontal (8.33% slope).Each lot or parking structure where parking is provided for the public as clients, guest or employees, shall provide accessible parking as required by CBC Section 11B-502.CBC Section 11B-502.4. Surface slopes of accessible parking spaces shall be the minimum possible and shall not exceed 1 unit vertical to 50 units horizontal (2% slope) in any direction.CBC Section 11B-208.2.4. One in every six accessible spaces, but not less than one, shall be served by an access aisle 8’-0” (96”) wide minimum and shall be designated van accessible as required by Section 11B-502. The words NO PARKING shall be painted on the ground within each eight’ loading and unloading access aisle. This notice shall be painted in white letters no less than 12” high and located so that it is visible to traffic enforcement officials. Revise the drawings to show disabled accessible parking space loading/unloading aisle on the PASSENGER SIDE. Provide minimum 48 “ clearance between door # 3 and door # 3, also between door #1 and the gate in the front.Provide 18” clearance to the strike edge of door to the show room #1. Provide minimum 48” clear landing at the front of each bathrooms for both suites.Sanitary facilities serving the area of new work shall be disabled accessible. Revise the drawings to show compliance with CBC Section11B-603 and 11B-604.3.1.Provide completely dimensioned floor plans, elevations and sections of sanitary facility insuring wheelchair clearances complying with CBC Section 11B-603, 11B-604 and the California Plumbing Code. Please fillout attached Disabled compliance form.CBC Section 1603.1.4, Wind design data. The following information related to wind loads shall be shown, regardless of whether wind loads govern the design of the lateral-force-resisting system of the building: - Basic wind speed (3-second gust), miles per hour (km/hr). - Wind importance factor, I, and occupancy category. - Wind exposure. Where more than one wind exposure is utilized, the wind exposure and applicable wind direction shall be indicated. - The applicable internal pressure coefficient. - Components and cladding. The design wind pressures in terms of psf to be used for the design of exterior component and cladding materials not specifically designed by the registered design professional.CBC Section 1603.1.5, Earthquake design data. The following information related to seismic loads shall be shown, regardless of whether seismic loads govern the design of the lateral-force-resisting system of the building: - Seismic importance factor, I, and occupancy category. - Mapped spectral response accelerations, SS and S1. - Site class. - Spectral response coefficients, SDS and SD1. - Seismic design category. - Basic seismic-force-resisting system(s). - Design base shear. - Seismic response coefficient(s), CS. - Response modification factor(s), R.Please make a note “Special inspection required for all shearwalls with 4” oc nailing or less”.Provide detail for all storage material to show how weather proofing provided , to include all wall sheathing , studs, joists,… On calculation and also on the drawings show super imposed load from the stored materials tp justify size of the framing members.Show type and weight of the materials being stored on the shelves.Provide engineering calculation and construction design for new sliding gate and man doors in new block wall.Provide engineering calculation and construction design for new door openings in exterior wall of the building.On calculation for concrete wall , provide wind load design.Maximum allowable soils bearing without soils report is 1500 Psi, please revise calculation accordingly.Not clear why wall height above soil for concrete wall is zero, versus 9’-2”.