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Home My WebLink About270804_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: 101105431 PROJECT ADDRESS: 616 E Fourth 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): A-2 PLAN CHECK DATES: REMARKS/RECHECK ITEMS: APPLICATION 12/10/2020 INITIAL REVIEW 1/2/2021 EXPIRATION 6/8/2021 RECHECKS: 1. PROJECT APPLICANT CONTACT PERSON: 2. Frank Wright 3. TEL: (310)750-8939 FAX: VALUATION: $300,000.00 EMAIL: fwright082@gmail.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 3corrected sets of plans.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 sets of drawings ((714)573-6100) - Police Department approval on the corrected/final set of drawings (647-5840) - Public Works Agency approval (647-5039) - County of Orange Health Department approval on the corrected/final set of drawings ((714)433-6000) - School District Compliance Certificate; 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 work. Refer to the attached handout.Indicate on the cover sheet : A separate Building Permit Application is required for: - Fence walls - Pedestrian protectionProvide pedestrian protection in accordance with CBC Section 3306. Show location and type of protection on plan view. Provide typical construction details, sections, and elevations of pedestrian protection required. Pedestrian protection constructed within a public right of way shall require a building permit issued by the Building Safety Division and a separate approval from the City’s Public Works Agency (714) 647-5039.Obtain building permit for installing new rooftop equipment. Submit structural calculation and detail for equipment’s anchorage design and supporting structure.Submit missing sheets from sheet AD-801 through AD-808 for plan check.Sheet TS-0.1 and sheet AP-201. Revise type of construction to type VB.Sheet TS-0.1 and sheet AP-201. Revise the building fire sprinkler system to NFPA13 per CBC 903.3.1.1. NFPA 13D does not apply to A2 occupancy group per CBC 903.3.1.3. Revise plans.Sheet TS-0.1. Scope of work. Show breakdown of the 358 sf. single story addition. Indicate square footage of the building addition and trellis separately.Sheet AP-201. Note on the rear yard/patio that if there is any outdoor seating or gathering area provided for assembly purpose. If applicable, provide detail to calculate occupant load.Sheet TS-0.1. Clarify the total occupant load on the cover sheet and the load analysis table on sheet AP-401. (98 vs. 140 occ.).Sheet AP-401 through AP-502. Show the existing door leading to the rear storage area to be enclosed on plan.Provide a cross-section for all new partitions showing: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.Provide ceiling design on plan. The suspended ceiling system shall comply with CBC 808.1.1.1 and seismic design per ASCE 7-16 Section13.5.6.Sheet AP-502. Note ICC Research Report Number on the drawings for Walk-in cooler and or freezer.Provide a hard nonabsorbent floor and wall surface such as, concrete, ceramic tile, etc., in all bathrooms. (1210) the intersections of restroom floors with walls shall have a smooth, hard, nonabsorbent vertical base that extends upward onto the walls at least 4 inches (102 mm).Plumbing facilities shall be provided in accordance with the California Plumbing Code (CPC) Section 412.0 and CPC Table 4-1.Sheet AP-400. Indicate U-factor, SHGC and VT value in the window and door schedule for windows and glazed doors.Sheet AP-404. In new addition area, provide design and detail for roof drainage system complying with CBC 1502 and chapter 11 of the CPC.Sheet AP-601. Provide missing detail 13/D400.Refer to plan check comments on the redline set.EGRESSProvide egress analysis from the rear yard/patio to the public street. Show tables and chairs if provided. Justify how to obtain the occupant load as 44 (see occupant load analysis on sheet AP-401)? Justify the egress travel distance (Occupancy A, max. = 250 feet), common path of egress travel (Occupancy A, max. = 75 feet), width of egress path, exit access sliding door, and exit signage on plan to comply with building code.Provide specification on plan to justify the sliding door to provide sufficient clear open width for occupant load it served.All provisions of Section 1008.1.4.3 for horizontal sliding door (door #04) at the rear yard must be listed on the plans.Posting of Occupant Loads: Any room used that is used for an assembly purpose 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).ACCESSIBILITYPer occupant load analysis table on sheet AP-401, there are 44 occupant load occurs in the rear yard/patio. Provide site accessibility design in the rear yard/patio complying with CBC Chapter 11B.Sheet AP-402. Provide accessible seating details at the bar, booth and table seating.Sheet AP-402. According to 24 seating spaces, provide 2 accessible seating spaces at the dining table.Sheet AP-402 and AP-502. Revise shelf design (note 52 on AP-502) not to encroach into required door maneuvering space.Thresholds, if provided at doorways, shall be ½ inch high maximum. Raised thresholds and changes in level at doorways shall comply with 11B-302 Floor or Ground Surfaces and 11B-303 Changes in Level. §11B-404.2.5.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. Where sliding doors are in the fully open position, operating hardware shall be exposed and usable from both sides. §11B-404.2.7The force for pushing or pulling open a door or gate other than fire doors shall be as follows: §11B-404.2.9Interior hinged doors and gates: 5 pounds maximum.Sliding or folding doors: 5 pounds maximum.Required fire doors: the minimum opening force allowable by the appropriate administrative authority, not to exceed 15 pounds.Exterior hinged doors: 5 pounds maximum.Provide exit tactile sign detail including sign elevation and typical signage text per CBC Section 1013.1 at exit and exit access doors complying with CBC Sections 11B-703.1, 11B-703.2,11B-703.3, and 11B-703.5. (CBC 11B- 216.4.1)Provide complete accessible restroom design and details. Refer to redline set for plan check comments marked on the drawings.ENERGYProvide energy design for building envelope and fenestration in the addition and alteration area, complying with 2019 California Energy Code. If the design is provided on the MEP sheets, provide additional and attach that sheet or sheets to the building plan check submittal package to verify building envelope and fenestration design. CALGREENAlteration and addition projects with valuation of $200,000 or above shall meet all of the applicable requirements of 2019 CalGreen, Divisions 5.1 through 5.5. Fill out “GRN-03_CalGreen Non-Residential Checklist form” and incorporate it into the drawings.STRUCTURALSheet S-2.0. Specify the weight of the roof mounted equipment on the plans. 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]Lateral analysis: Revise structural calculation to obtain correct seismic parameters based on the correct project address: 616 E 4th St., Santa Ana, CA. 92701. Revise structural calculation, lateral design and details and seismic parameters shown on sheet S-0.10.Sheet S-2.0. Provide structural design, calculation and detail on plan at the following locations:Bracing of out-of-plane force for new exterior walls at the storefront.Connection of the existing roof to the new interior steel beam W12x50.New opening in the existing brick wall between new restrooms and the existing building. (grid A and D)Detail 10/SD1.0. Wood columns supporting permanent structures and supported by a concrete or masonry slab or footing that is in direct contact with the earth shall be of naturally durable or preservative-treated wood. [2019 CBC 2304.12.2.2].Provide vapor retarder underneath the new interior concrete slab-on-grade per CBC 1907.1.Ordinary Moment Frames (OMF):The R value used in determining the base shear shall be limited to 3.5 instead of 6.5. In calculation page 28, provide explanation how to obtain 15.3 kips seismic force and prove the R value is 3.5.Chords/collector and struts (ASCE Section 12.10.2): Provide calculations and details to show that collector elements, splices, and connections to resisting elements have the strength to resist the combined loads resulting from the load combinations with over-strength factor. Justify roof diaphragm and CS16 continuous straps.The OMF calculation shall be updated to comply with 2019 CBC and AISC 360-16. Page 32 of the calculation shows the current design is under AISC 360-10 version.Special inspection is required for concrete per CBC 1705.3. Special inspections and tests of concrete construction shall be performed in accordance with this section and Table 1705.3.Sheet OM-1 Detail 3. Update the anchor bolt material to “GR-55” and steel base plate to 16”x16” wide per structural calculation page 38.END OF COMMENTS