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HomeMy WebLinkAbout265610_1_Corrections.docxPLAN 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: 101103812 PROJECT ADDRESS: 1901 N Fairview St Bldg# F PLAN CHECK ENGINEER: Le, TungTEL:714 EMAIL: Tle10@santa-ana.orgFAX:714 647-5897 TYPE OF CONSTRUCTION: II B, SPK OCCUPANCY CLASSIFICATION(S): A-4, B, E, S-2 PLAN CHECK DATES: REMARKS/RECHECK ITEMS: APPLICATION 6/24/2020 INITIAL REVIEW 7/16/2020 EXPIRATION 12/21/2020 RECHECKS: 1. PROJECT APPLICANT CONTACT PERSON: 2. Tony Armer 3. TEL: (424)405-4422 FAX: VALUATION: $10,000,000.00 EMAIL: tonya@berliner-architects.com FLOOD ZONE: X-0602320144J APPLICABLE CODE: 2019 CALIFORNIA BUILDING CODE (CBC) WITH CITY OF SANTA ANA AMENDMENTS General / Instruction Comments 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.Final plan shall be stamped, signed, and dated by the licensed architect and registered civil/structural engineer. 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) - Grading Permit. Application is made through the Building Safety Division (647-5800) and the plan review is by the Public Works Agency (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. Sheet A0.00:Vicinity Map: Please make location of the site to be legible from the vicinity map. Please provide/specify Occupancy Groups and Type of Construction on the cover page. The floor areas listed under the Scope of Work appeared inaccurate. Please verify and revise floor area square footage accordingly. Please clarify should the bleachers be under a deferred submittal? Sheet A0.01:Drawing Index: Landscape Drawings, Audio Visual Drawings, and Low Voltage Drawings – Please note “FOR REFERENCE ONLY”Drawing Index: Mechanical, Electrical, Plumbing and Sprinkler plans – Please note “Under Separate Review”.Sheet A0.11: Reminder: Please use the most updated plan. Partial site plan with fire separation distance: Buildings located on the same lot – for the purpose of determine the fire separation distance, the “assumed property line” shall be located in the middle of the two buildings per Section 705.3. Please revise site plan to show adjacent buildings and distance between buildings. First floor: lobby area adjacent to the ticket sale room – Please include the occupant load at the lobby area. Gymnasium space: Please use occupant load factor of 5 for the gymnasium. The 5’-10” exit door openings located near by the stairway did not meet the minimum width for the revised occupant loads. All required exits shall be accessible and shall be continuous to a public way in accordance with Section 1009.Please show the exits for the assembly area (the gym) in compliance with Section 1029.2. The exits on the perimeter of the gym shall be accommodated 100 percent of the required capacity. At least one exit shall discharge onto a street or an unoccupied space of not less than 20 feet in capacity that adjoins a street or publicway. (1029.2)Plan indicated “Exit Passageway” – If they are true exit passageways, each passageway shall comply with section 1024, including fire protection complying with Section 707. Otherwise, relabel the notation shown on the plan. On the plan, please show/provide tactile exit signs. (1013.4)On the plan, please provide/show posting of occupant load in accordance with 1004.9. On the plan, please provide plumbing fixture calculation per chapter 4 of the California Plumbing Code. Sheet A0.12The Calgreen checklist: The City’s checklist was not updated to the current code (2019 California Green Building Code). City’s checklist is no longer accurate. Please provide Calgreen program to show compliance with the 2019 California Green Building Code. On the plan, please show/provide clean air vehicle parking spaces per Section 5.106.5.2. Show on plan.Provide bicycle parking (longer term and short term facilities) per Section 5.106.4. Show on plan.Provide/show electric vehicle charging infrastructure (ready) for future installation of charging equipment per Section 5.106.3 through 5.106.5.5. Please coordinate all electrical requirement with electrical plans. Show on plan.Sheet A1.02:Please provide an updated site plan.Show location of the proposed building.Show/provide accessible route(s) to the proposed building entrances and exits. Show/provide accessible route(s) between buildings. Show accessible parking stalls and accessible route.Provide/show detectable warning where required. Clearly show and identify property lines and setback distances.Show all buildings/structures on the same lot. Provide parking summary: Provided parking spaces, accessible parking spaces, clean air vehicle parking spaces, etc. Sheet A1.21: On the plan, please show/provide the overall dimensions of the proposed building. For clarity, please show/provide gridline along the north-south direction. Outside wall adjacent to the single use restrooms – Please clarify whether it is freestanding CMU wall. Sheet A1.21ADetail 1/A4.31 called out at stairway A was not valid. Please coordinate and revise plan accordingly. Detail 1/A4.32 called out at stairway B was not valid. Please coordinate and revise plan accordingly. Detail 1/A4.41 called out at elevator was not valid. Please coordinate and revise plan accordingly. On the plan, please show/provide detail for door threshold. Detail shall be clearly cross-reference onto the plan. (11B-303.2; 11B-303.3)On the plan, please show door landing and maneuver clear space at both sides of door. Show dimensions, per Section 11B-404.2.4. On the plan, please provide Wall Legend so that walls can be easily identified. Stairways plans and details to show run and rise dimensions, handrails, guardrails, contrasting stripe, and etc., complying with Section 11B-504. Details shall be clearly cross-referenced onto the plan. Keynotes provided were incomplete. Please provide information for all the keynotes. Sheet A1.21BOn the plan, please provide Wall Legend so that walls can be easily identified. Please show dimension to the left wall of the gym. On the plan, please show/provide detail for door threshold. Detail shall be clearly cross-reference onto the plan. (11B-303.2; 11B-303.3)On the plan, please show door landing and maneuver clear space at both sides of door. Show dimensions, per Section 11B-404.2.4. Please provide door schedule for doors between the gym and the office area. Per structural plan, there was a sliding door dividing in middle of the Gym – Please clarify and provide egress plan. Sheet A1.22AOn the plan, please provide Wall Legend so that walls can be easily identified. Keynotes provided were incomplete. Please provide information for all the keynotes. On the plan, please provide/show guardrails. Provide details and clearly cross-reference onto the plan. Detail callout on plan were not applicable. Please coordinate and revise detail reference accordingly. Sheet A1.24Keynotes provided were incomplete. Please provide information for all the keynotes.Roofing material: On the plan, please specify manufacturer’s name and ICC/UL report number for the metal roofing. Sheet A1.31 & A1.32: Please provide details for ceiling finish. Details shall be clearly cross-referenced onto the plan. Sheet A2.21Detail cross-reference for stairways and guardrails were not applicable. Please coordinate and revise plan accordingly. Sheet A3.11 through A3.13: Wall SectionsDetails references: Some of the details called out were not applicable. Please coordinate and revise plan accordingly. Sheet A4.11 through A4.15: Restrooms Restrooms shall be accessible to persons with disabilities, including the coach restroom/shower. On the plan, please provide complete information to show compliance with Chapter 11B, Division 6. Drinking fountains: Please provide complete drinking fountains to show compliance with 11B-602. Sheet A5.01 through A5.03: Accessibility details and ceiling detailsDetails shall be clearly cross-reference onto the plan where it’s applicable. Delete/omit detail that does not apply to the project. Sheet A5.03: Wall DetailsThere were two sheets labeled as A5.03 – Please coordinate and relabel the plan sheet accordingly. Please coordinate with Sheet Index. Details shall cross-reference onto the plan. Sheet A5.07:Roof drain and overflow: Roof drain system shall be provided on Plumbing Plans and shall be under a separate plan review. Roof drain and the secondary drain shall comply with CPC 1101.12. Please use 4-inches per hour for City of Santa Ana. Please coordinate with plumbing plans. Sheet A5.21:Details called out on detail 6/A5.21 were not applicable. Please coordinate and revise detail reference accordingly. Sheet A6.01: Door schedule Notes: Please revise notes to reflect and reference to the current code edition (2019). On the plan, please specify/provide panic hardware at exit doors. Structural Review Comments:Soil report: Please provide soil addendum with update information for the original soil report. The date should match with the report referenced on structural sheet S0.01. Sheet S0.01: 2nd floor live load – please use 100 psf live loads for the assembly area. Sheet S0.01: Please consider the weight of fitness equipment. Structural calculation: 2nd floor live load – Please use live load = 100 psf. Revise calculation and plan as necessary. Structural calculation: Please consider the weight of fitness equipment will be provided on the 2nd level. Structural calculation: Page No. A.1.11 & A.1.12 – Seismic Loads, please revise code edition to 2019 CBC, and ASCE7-16. On the plan, please provide/list all the deferred submittal items for the building (ex. Roof trusses, floor joists, etc.). Sheet S2.02: Roof Framing Plans Plan showed sliding door per architect at the middle of the Gym. Please coordinate with architectural floor plans. For clarity, please reference detail 1/S6.10 to roof joist to CMU wall connection. Detail 1/S6.10: Please complete the information for Section called out. Please provide wall anchor support for CMU wall at gridline 1 and 3. Masonry or concrete structural walls shall be anchored to supporting construction (roof diaphragm) capable of resisting the greater of the following: (ASCE 7 Section 12.11) 0.4 SDS x kaIeWp ASCE 7 Equation 12.11-1 0.2 ka x Wp Structural wall shall be designed to resist bending between anchors where anchor spacing exceeds 4-ft. (12.11.2.1 ASCE7) Provide calculation for wall anchor bolts to transfer wall lateral load into roof diaphragm: Check anchor bolt and masonry wall for combined vertical and lateral loads. Design headed anchor bolts for steel yielding or not less than 2.5 times the factored forces. (14.4.5.1 ASCE7) Metal deck diaphragms: the metal deck shall not be used as the continuous ties in the direction perpendicular to the deck span. (12.11.2.2.4 ASCE7)Please at the lower roof: Please provide details to show interior framing supports (joists to steel beams, beams to posts, etc.). Provide drag ties. Sheet S2.01: Floor and lower roof framings Please provide wall anchor support for CMU wall at lower roof (ex. Grid line 3, 2, and D). Provide calculation and details. Please legend for floor framing members. Please show spacing of floor joists. Drag members: For clarity, please clearly cross-reference for drag members run perpendicular to wall (1/S6.02); and drag members run parallel to wall (2/S6.02). Detail 4/S6.05: Combustible construction shall not be used in type II building. Please coordinate and revise plan accordingly. Provide calculation and detail for guardrail. Details shall be clearly cross-referenced onto the plan. Beam 141 & 142 – could not verify distributed loads from CMU wall above. Please clarify. Referenced detail C/S9.53: Please revise detail to provide diagonal bracing on both sides of wall. Referenced detail 3/S9.51: Please revise detail to provide additional bracing to support the partition for out-of-plane loads. CMU Walls: Please provide walls corner (intersection) detail. Please submit foundation plan and details to the geotechnical engineer of record for review and approval the geotechnical engineer of record shall “Reviewed” stamp the plan for general conformance with the soil report recommendation.Sheet S2.00: Foundation Referenced detail 3/S5.10 – detail referenced to sheet S5.51 for rebar lap information, but sheet S5.51 was not provided. Please revise plan accordingly. Referenced detail 2/S5.10 – please revise detail to show the 3” clear cover for rebar. Concrete slab: Please provide minimum 10-mil-thick vapor barrier under the slab. Detail 9/S5.01, elevator pit – Please provide/show dowel between floor slab and pit wall. Lateral / shear wall For clarity, please clearly indicate location and length of shear walls on the plan. Special reinforcement masonry shear walls shall comply with Section 14.4, ASCE7-16 and the referenced Standards. Special reinforced masonry shear wall: Please provide calculation for reinforcement and development length into concrete footingPlease clarify whether the 2nd floor CMU wall grid line 2 is utilized for lateral force resisting system. If the 2nd story wall is used as a shear wall, please clarify load path as required per Section 12.1.3, ASCE 7-16. Out-of-plane discontinuity and in-plane discontinuity shall comply with Section 12.3.3.3 and 12.3.3.4, ASCE7-16. Provide structural calculation and details for the roof top equipment support and attachment. Details shall be clearly cross-referenced onto the plan.