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HomeMy WebLinkAbout249294_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: 10198722 PROJECT ADDRESS: 1821 E Newport Cir PLAN CHECK ENGINEER: Heidari, FredTEL:714 647-5862FAX:714 647-5897 TYPE OF CONSTRUCTION: III B OCCUPANCY CLASSIFICATION(S): B, F-1, M PLAN CHECK DATES: REMARKS/RECHECK ITEMS: APPLICATION 1/18/2019 INITIAL REVIEW 1/30/2019 EXPIRATION 7/17/2019 RECHECKS: 1. PROJECT APPLICANT CONTACT PERSON: 2. Rand Kruse 3. TEL: (949)500-9416 FAX: VALUATION:$400,000.00 EMAIL: Rand@randkruse.com FLOOD ZONE:X-0602320277J APPLICABLE CODE: 2016 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.Meetings between the project applicant/designer and the plan reviewer shall be by appointment only. Please call (714) 647-5862 for an appointment.Please return marked up set of drawings with corrections.The drawings/information submitted for Building Safety Division review is incomplete. The applicant shall, prior to resubmitting, complete all construction documents to show compliance with the 2016 California Building Standards Code with local amendments.City records do not show any permit for the mezzanine.Can you provide any evidence that this mezzanine was built with a building permit?The notes for the site plan on sheet A.1.0 shall be updated to CBC 2016 code Sections. See red marks on the drawings.Provide and show locations of “DETECTABLE WARNINGS” on the site plan, sheet A.1.0, per requirements of CBC Section 11B-247.Provide construction details for proposed roof accessas it is show on the roof plan.For the counters in showroom, show compliance with CBC Sections 11B-227.3 & 11B-904.4.For the proposed “DPS” system, provide either an ICC approval report or provide structural calculation for the walls and ceiling to show compliance with CBC requirements.A Demo plan shall be provided with the recheck of this project.Provide structural calc. and construction details for infill on the overhead door in the back of this building.For the “NEW ROUGH CEDAR WOOD” on the exterior walls, show compliance with CBC Sections 705 & 1406.2.1 plus construction details.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. - Orange County Fire Authority 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) - 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. This item is for mezzanine area. See the comments below for this item. - Proof of Worker’s Compensation Insurance shall be required at the time of permit issuanceProvide the following: - Disabled access compliance must be shown on the site plan. - See red marks on sheet A.1.0 of the drawings.City records note the type of building construction for this building as: IIIB. Please correct the type of construction on drawing sheet A.CS.0 .Provide typical section view detail of all new partitions and ceilings showing: - Size, spacing, and material of framing members - Note gauge and ICC Research Report number and installation/construction requirements for metal framing members. - Method of attaching framing to the building structure. Compliance shall be shown with CBC for lateral support of the walls. Do not support top of walls to suspended ceiling system unless calculations and drawing prepared by a registered engineer are submitted for review. - Reference each fire-resistive assembly to a CBC Chapter 7 Table and Item number. - Fire-blocks and draft-stops in combustible construction in accordance with CBC chapter 7. Show location(s) and provide typical construction details. - Fire/smoke damper locations, installation requirements and required access doors. Complete all soffit and furred out wall details. Provide complete detailing, including number, type, location of fasteners and how attachment is made to the building structure. Show compliance with CBC Section 803.Provide on the drawings interior wall and ceiling finish schedule showing compliance with CBC Section 803 and CBC Table 803.11.The hallways in this design are serving an occupant load of more than 30 therefore, per requirements of CBC Section 1020 and Table 1020.1 they shall be designed as rated corridor. The corridor walls required to be fire-resistance rated shall comply with Section 708 for fire partitions.1CBC Section 1020.6, Corridor continuity. Fire-resistance-rated corridors shall be continuous from the point of entry to an exit, and shall not be interrupted by intervening rooms.Foyers, lobbies or reception rooms constructed as required for corridors shall not be construed as intervening rooms. CBC Section 1020.4, Dead ends. Where more than one exit or exit access doorway is required, the exit access shall be arranged such that there are no dead ends in corridors more than 20’ in length. Provide typical complete section view through one-hour corridor(s) showing compliance with CBC Sections 1017 and 708: - Size, spacing, and material of framing members. Note gauge and ICC number and installation/construction requirements for metal framing members. - Method of attaching framing to the building structure. Compliance shall be shown with CBC chapter 16 for lateral support of the walls. Do not support top of walls to suspended ceiling system unless calculations and drawings prepared by a registered engineer are submitted for review. . - Sheathing material and details of attachment. Note type, size, and spacing of fasteners. - Height of partition, suspended ceiling, structure above. - Reference each wall and ceiling fire-resistive assembly to a CBC Chapter 7 Table and item number. - Fire blocks and draft stops in combustible construction in accordance with CBC chapter 7. Show location(s) and provide typical construction details. - Fire/smoke damper locations, installation requirements, and required access doors. When corridor walls are required to be of one-hour fire-resistive construction by Section 1017, every interior door opening shall be protected by a tight-fitting smoke-and-draft-control assembly having a fire-protection rating of not less than 20 minutes. Viewport in 20-minute rated door limited to 1” in diameter. Said doors shall not have louvers. The door and frame shall bear an approved label or other identification showing the rating, Doors shall be maintained self-closing or shall be automatic closing by actuation of a smoke detector. Smoke-and-draft-control door assemblies shall be provided with a gasket so installed as to provide a seal where the door meets the stop on both sides and across the top.Doors, when fully opened, and handrails shall not reduce the required width by more than 7”. Doors in any position shall not reduce the required width by more than one-half. Note on drawing: “Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort.”Regardless of the occupant load, there shall be a floor or landing on each side of a door. The floor or landing shall be not more than ½” lower than the threshold of the doorway. Change in level between ¼” and ½” shall be beveled with a slope no greater than 1:2. Change in level greater than ½” shall be accomplished by means of a ramp. Provide detailed sections and plan views showing compliance at all doorways requiring accessibility.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. 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.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.The upper approach and the lower tread of each interior stair shall be marked by a strip of clearly contrasting color at least 2” wide placed parallel to and close to (not more than 1” from) the nose of the step or landing to alert the visually impaired. The strip shall be of material that is at least as slip-resistant as the other treads of the stairs.Areas with a vertical clearance of less than 80” under the stair must have a barrier to warn blind or visually impaired persons.Handrails shall extend a minimum of 12” beyond the top nosing and 12”, plus the tread width, beyond the bottom nosing. At the top, the extension shall be parallel with the floor or ground surface. At the bottom, the handrail shall continue to slope for a distance of one tread width from the bottom riser; the remainder of the extension shall be horizontal. Show compliance for the stair handrail at the opening into hallway.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 door that leads directly to a grade-level exterior exit by means of a stairway or ramp shall be identified by a tactile exit sign with the following words as appropriate:“EXIT STAIR DOWN”“EXIT STAIR UP” - Each exit door that leads directly to a grade-level exterior exit by means of an exit enclosure, or an exit passageway, shall be identified by a tactile exit sign with the words “EXIT ROUTE.” - 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.”The accessible route of travel shall be the most practical direct route between accessible building entrances, accessible site facilities, and the accessible entrance to the site.Sidewalks accommodating the disabled must be at least forty-eight inches (48”) wide and at least sixty inches (60”) where door swings over walk.Provide a continuous walking surface from each exit door to public way.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.Provide completely dimensioned floor plans, elevations and sections of sanitary facility insuring wheelchair clearances complying with CBC Section 11B603/ 11B- 604 and the California Plumbing Code.Where a single counter contains more than one transaction station, such as (but not limited to) a bank counter with multiple teller windows or a retail sales counter with multiple cash register stations, at least 5 percent, but never less than one, of each type of station shall be located at a section of counter that is at least 36” long and no more than 28 to 34” high.Show/note ventilation requirements on the plans in accordance with the CBC and California Mechanical Code (CMC) requirements for this building.Provide complete structural calculations and drawings for suspended ceiling systems showing compliance with CBC Sections 711.3.1, 803.9, 1613, and 1705 (special inspections) and ASTM C635 and ASTM C636.Provide structural calculations and drawings, stamped and signed by a California licensed architect or registered civil engineer for: - Change in floor use/loading. - Removal of bearing wall(s) - New opening(s) in bearing wall(s) - New mechanical equipment on roof (note on Roof Framing Plan weight of each existing and new piece of equipment on the roof) - New equipment screening on roof - Any other structural alteration - Removal or alteration of existing shear wallsCalculations 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.A key plan must be provided for the structural members designed on all pages of calculations so that the calculations and plans may be correlated.A correlated grid system must be provided on the structural calculations and drawings to facilitate plan review process.See other red marks on the drawings. Please resubmit the marked up set with revised plans for recheck.