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HomeMy WebLinkAbout321740_4_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: 101121226 PROJECT ADDRESS: 2907 S Oak St 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, F-1, S-1 PLAN CHECK DATES: REMARKS/RECHECK ITEMS: APPLICATION 10/18/2024 INITIAL REVIEW 10/25/2024 EXPIRATION 4/16/2025 RECHECKS: 1.12/6/24 PROJECT APPLICANT CONTACT PERSON: 2. 1/16/25 George Handy 3.2/21/25 TEL: (949)547-2570 FAX: VALUATION: $162,000.00 EMAIL: archtxt4u@gmail.com FLOOD ZONE: X-06059C0278J APPLICABLE CODE: 2022 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.Clearly indicate the scope of work under this building permit application: Pending 12/6/24 , Show scope of the work on the drawings to include, RTU, High piled storage rack, new roof screening and other itemsOk 1/16/25 - Revise project job description on the building permit application worksheet to reflect the work to be done under the subject building permit application.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) - 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. - Proof of Worker’s Compensation Insurance shall be required at the time of permit issuanceSubmit a signed copy of the contract showing labor and materials for all work to be done under the subject building permit application. The plan check engineer may accept the contract price as the valuation of improvements for unique/unusual projects in lieu of using a cost per square foot basis.Pending 1/16/25Pending 2/21/25Drawings must be to scale and be on 18” x 24” minimum sheets.Ok 12/6/24 - Provide a Vicinity Map showing project location - Show North Arrow on Plan ViewsIs building sprinklered? There is no record of sprinkler system for this building please provide permit number.Ok 12/6/24Provide the following:Sheet RS - Disabled access compliance must be shown on the site plan.Pending 12/6/24, Provide path of travel from the street to the building , show sidewalk, truncated dome. Site plan provided doesn’t match actual condition of the site. All new works shall be called out as new work with detail. – Provide minimum 48” wide side walk, with detail_ required 18’ long parking cannot encroach to the side walk.Pending 2/21/25, cars cannot park over the detectible warning Submit a letter addressed to the building safety Division describing in detail the manufacturing process from material delivery, storage, handling, packaging and shipping products. Include an equipment list describing use in the process.Pending 12/6/24 submitted letter is for the marketing, provide actual manufacturing process.Ok 1/16/25Show on the plans, area tabulation justifying floor area of the building with the new patio addition. Ok12/6/24Architectural cover sheet shows one story-building, sheet 0 of structural shows 2 story, please clarify. Pending 12/6/24, both sheets shall match,Ok 1/16/25Provide existing floor plan. Ok 12/6/24Show location of new patio cover on the site plan with dimensions. Pending 12/6/24, Provide fire separation distance for the canopy on the site plan, show compliance with table 705.5.Ok 1/16/25On the demo plan and existing floor plan show location of mezzanine that need to be removed per planning requirement.. Ok 12/6/24Revise the building parameter on the site plan to match the floor plan.at the left side of entry door.. Ok 12/6/24Show location of the gate on the site plan. Pending 12/6/24, enlarge new fence area, to show compliance with exiting and accessibility. (For all new works provide complete detail, to include dimension, slope and etc. )Ok 1/16/25Show exact floor plan on the site plan to include new patio and existing offices.. Ok 12/6/24Please verify if there is a fence next to the entry door.Pending 12/6/24, please see comment # 20.Ok 1/16/25Remove spray booth from the floor plan, since it is not part of this permit. Pending 12/6/24, Remove all equipment that are not part of this permit application.Ok 1/16/25Identify main entrance on the floor plan and the site plan.. Ok 12/6/24Provide typical section view detail of all new partitions and ceilings showing:Pending 12/6/24Ok 1/16/25 - Heights of partition, suspended ceiling, structure above on the drawings.Sheet S-2.1, for new full height wall revise metal stud spcing to 12” OC per calculation.Provide elevation for new offices glazing.. Ok 12/6/24Clarify item #7 on sheet S-3.1 is not clear are there existing? There are new windows ?. Ok 12/6/24Provide elevation for all double doors, and provide complete construction detail beam and post supports.Ok 12/6/24 Provide detail to show how new window #B in the offices supported laterally.Pending 12/6/24, detail 21 and 22 od sheet D1.1, don’t apply to lateral support.Ok 1/16/25Provide ceiling plan for the entire area.Ok 12/6/24Identify use of pallet racks and hood racks on the floor plan.Pending 12/6/24 , what is hood rack? For pallet racks see OCFAOk 1/16/25See OCFA for the dust collector and provide ICC report for the dust collector.Pending 12/6/24Pending 1/16/25, Final approval on the drawings required.Pending 2/21/25 Provide detail for the dust collectors.Pending 12/6/24 Provide attachment detail with engineer stamp.Pending 1/16/25, provide construction detail for dust collector, wording does not clearly illustrate , how unit is anchored, indicate if plate required, anchor spacing , edge distance and other information. Pending 2/21/25, Sheet S-2.1 provide for the interior units. Provide ICC report for epoxy and verify if special inspection required.Show all exit doors the site on plan.Ok 12/6/24EXIT ACCESS. That portion of a means of egress system that leads from any occupied portion of a building or structure to an exit. CBC Sections 1016.Ok 12/6/24Egress from a room or space shall not pass through adjoining or intervening rooms or areas, except where such adjoining rooms or areas are accessory to the area served, are not a high hazard occupancy and provide a discernible path of egress travel to an exit.( from offices) pending 12/6/24 , make a note” Door # 2 and # 9 cannot be locked.Ok 1/16/25An exit access shall not pass through a room that can be locked to prevent egress. Pending 12/6/24, see comment # 36. Ok 1/16/25CBC Sections 1028.5 and 1022.1. Exiting from any occupied point in a building or structure on the subject site must be continuous, unobstructed, and undiminished to a public way. This includes gates which must show compliance with CDB Section 1008.2. Revise drawings to show compliance. Pending 12/6/24, see comment # 20.Ok 1/16/25CBC Section 1013.1, doors shall be marked so that they are readily distinguishable from the adjacent construction.Ok 12/6/24All doors require a level floor landing on each side in accordance with CBC Sections 1010.1.5, Provide typical door threshold details and details of change in floor covering material.Ok 12/6/24Provide specifications for doors hardware (i.e., lever type, push-pull panic, etc) to comply with disabled access requirements. Pending 12/6/24, not foundNot found 1/16/25Pending 2/21/25, not found.Show minimum 60” landing at door #10.Ok 12/6/24Provide minimum 12” clearance to the strike edge of door #6 and door #3.Ok 1/16/25CBC Section 11B404.2.7, Hand-activated door opening hardware shall be centered between 30” and 44” above the floor. Latching and locking doors that are hand activated and which are in a path of travel shall be operable with a single effort by lever-type hardware, by panic bars, push-pull activating bars, or other hardware designed to provide passage without requiring the ability to grasp the opening hardware. Locked exit doors shall operate as above in egress direction.Ok 12/6/24CBC Section 11B404.2.9, 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.Ok 12/6/24Exit 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.Ok 12/6/24CBC Section 1013.1. Provide a directional exit sign at changes in exiting direction.Ok 12/6/24Tactile exit signs shall be required at the following locations:Ok 12/6/24 - 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 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.”Drawings submitted to the Building Division for review shall provide the following information to insure compliance with CBC Section 11B-202.4:Pending 12/6/24 - An accessible entrance( Show threshold and landing )Pending 2/21/25, provide 5’ landing when doors swing out. - An accessible route to the altered area From public way and accessible parking - Accessible drinking fountains, and - Parking, signage and alarmsProvide detailPending 2/21/25 cars cannot encroach into the truncated domes.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. Pending 12/6/24Ok 1/16/25If 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 Pending 12/6/24 Pending 1/16/25, Unable to find. Ok 2/21/25CBC 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. Pending 12/6/24Pending 1/16/25, dimensions don’t comply.Pending 2/21/25 Minimum clear 18’ long parking and access aisle is required.Complete the attached Disabled Accessibility Documentation Form.Ok 12/6/24Item # 7 on sheet S-3.1 is not clear are there new beams and new windows, or there are existing. Pending12/6/24, sheet A-5, provide calculation to justify 4x6 beam for 13’ opening.Ok 1/16/25Glass shall be firmly supported on all four edges. Show on the drawings how compliance shall be made with CBC Section 2403. For glass not firmly supported on all four edges, design shall be submitted to the building official for approval.Ok 12/6/24Is there any roof top unit, if there is provide location on the roof plan and provide the weight. Pending 12/6/24 Drawings on sheet A2.2 shows 517 lb RTU, calculation shows 430 lb, please revise calculation accordingly.Ok 1/16/25Provide structural calculations and drawings, stamped and signed by a California licensed architect or registered civil engineer for:Ok 1/16/25 - Storage racks over 8’ high 12/6/24 For High piled storage rack Separate permit is required , please see OCFA, and permit counter for new permit number and pay for plancheck fee. - New mechanical equipment on roof (note on Roof Framing Plan weight of each existing and new piece of equipment on the roof) Pending 12/6/24, Could not locate size of the anchors for RTu , please identify anchor size on the calculation and drawings.Provide 2 copies of a geotechnical report for the patio cover. Pending 12/6/24, Engineer stamp required.Ok 1/16/25Structural calculations and drawings must meet geotechnical report recommendation.Ok 12/6/24Have the consulting geotechnical engineer review and approve the foundation plan. Pending 12/6/24, Geotechnical engineer shall stamp foundation plan. Pending 1/16/25 provide for patio cover. Ok 2/21/25For new patio, provide complete engineering calculation for lateral and vertical load with construction details for items designed in the calculations. ( Additional structural corrections may apply)Pending 12/6/24, Please See Comments # 82 to 91Pending 1/16/25, meeting is highly recommended.Still MEETING WITH THE ENGINEER IS RECOMMENDED.Earthquake and wind 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: Pending 12/6/24, provide for the Canopy on the drawings.Pending 1/16/25, not found - 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. - Analysis procedure used.Calculations 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.Ok 12/6/24 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.Ok 12/6/24 A correlated grid system must be provided on the structural calculations and drawings to facilitate plan review process.Ok 12/6/24 Please clarify calculation for beam # 8,from sheet # 8of the engineering calculation on the drawings. Is there any additional load.Ok 12/6/24Show location of beam # 11 on the framing plan.Ok 12/6/24 Details must be provided on the plans for items designed in the calculations.Ok 12/6/24Provide elevation for the 3 sides of the canopy.Ok 12/6/24Identify item #1 (Typical) on sheet #3. Ok 12/6/24 Is there a beam on detail B/4? If there is show on the framing top view on sheet #3.Ok 12/6/2412/6/24Project is in the city of Santa Ana,revise addresses on the structural drawings. Pending 1/16/25, please see sheets S3.1, S3.2, D1.1 and etc…. Ok 2/21/25Doors for bathrooms cannot swing into the turning space more than 12”. Pending 1/16/25, exception 2 of section 11B-603.2.3, applies to floor space of the plumbing fixtures not the turning radius.. Ok 2/21/25Provide 18” clearance to the strike edge of door #9 ( door provided this time)Ok 1/16/25Sheet A-2, No storage allowed on the bathroom ceiling and office ceiling remove the ladder. Pending 1/16/25, provide a signage at the bathroom walls.. Ok 2/21/25Sheet A-2, Provide detail for in-fill of the exterior wall.Ok 1/16/25Show location of wood studs detail on the drawings or remove it.Ok 1/16/25Sheet S-3.2, Provide spacing and exact location of the new members with regard to the existing roof rafters. Pending 1/16/25 Not Found. Ok 2/21/25Sheet D-1.1, detail 42, any blocking under the tubes?A) Provide spacing for the anchors (SDWH) . B) provide spacing for all tube members. C) provide 45 degree angles for the tube bracings. Pending 1/16/25, RISA doesn’t apply to these comments. . Ok 2/21/25Sheet D1.1, detail 32, provide tube size and span for the horizontal tube.Sheet D-1.1, detail 43, provide double joists on all side of the curb and opening. Pending 1/16/25. Ok 2/21/25Show location of storage racks and high piled storage racks that added to the scope of work on the floor plan. ( Identify type of the storage racks ) Provide calculation and shop drawings for Canopy truss, with engineering stamp.Pending 1/16/25, provide shop drawings , or provide complete construction detail for the field trussPending 2/21/25, provide all members dimensions, weldings, connection detail at all required areas if it is field truss.Provide 4000 psi, concrete strength per soils report for the canopy footing. ( Special inspection required)Pending 1/16/25Pending 2/21/25 Not found.Sheet 5, detail D/3 doesn’t apply.Pending 2/21/25, detail D, how would post go through truss.Sheet 5, Detail C/6 doen’t apply, revise detail to show attachment to the structure at the top and bottom of the truss. Pending 1/16/25, still detail C/6 shows only top attachment for interior trusses. Pending 2/21/25,Sheet 5, Detail D, Provide connection detail for the pipe to the post.Pending 2/21/25, how would post go through bottom of truss.Sheet 6, Detail B, provide detail for the angle to the truss.Ok 2/21/25Sheet 7, Detail D,Provide connection detail for the rafters to the center truss. Canopy. Ok 2/21/25Sheet 8, Detail E, calculation shows fixity at the bottom, provide calculation and detail for moment connection at the footing for the Canopy. ( Detail E shows pin connection) Pending 1/16/25, provide omega factor 2.0, for post installed anchor bolts. ASCE 7, section 13.4.2.2 ( over strength factor for post installed anchors) Pending 2/21/25, on calculation show the seismic load and the moment at the bottom. Provide total weight of the canopy.Calculate footing for the canopy to resists over turning. Pending 1/16/25, Pending 2/21/25 see comment #89.Sheet 8, Detail E, provide spacing for #6 rebars. Rebar spacing to the concrete edges.Ok 1/16/25 2/21/25Sheet 7, detail G, how would truss supported by the post , when the post is offset. 2/21/25Sheet 7, detail C, how plate attached to the inside truss, provide width of the plate. 2/21/25Sheet 3, provide connection detail for center truss to the end trusses.Make a note on the drawings; “ Structural and field observation by engineer of record will be required Final structural observation form shall be submitted to the inspector prior to the final inspection.”