HomeMy WebLinkAbout296428_2_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:
104113190
PROJECT ADDRESS:
1064 E Sixth 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):
B, S-1
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
12/16/2022
INITIAL REVIEW
1/12/2023
EXPIRATION
6/14/2023
RECHECKS:
1.3/8/2023
PROJECT APPLICANT CONTACT PERSON:
2.
Ali Olfati
3.
TEL:
(562)619-6768
FAX:
(562)986-4312
VALUATION: $270,000.00
EMAIL:
olfatidesign@aol.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.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.Please return marked up set of drawings with corrections.Indicate the name and phone number of the applicant/owner.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)Remove EMP plans that are not part of the building plan review. Remove sheet E-5.0, E-5.1 and P-1.1.PC2: Not resolved. Please remove all EMP sheets from building plan check set.Sheet T-1. Provide narrative of the scope of work showing the extent of scope to match the scope of work description on the paper permit application.PC2: Not resolved. The description of scope is still not provided on plan.Sheet T-1. Indicate type of the fire sprinklered system on plan.Sheet T-1. According to the building dimensions shown on plan, verify and clarify the square footage of the following building:Existing warehouse #1: 7,937 sf. 8680 sf.Existing office: 1,266 sf. 1316 sf.Proposed warehouse #1: 7,697 sf.Proposed office: 1,506 sf.Sheet T-1: Add note on plan to show the final square footage after alteration for the proposed office (B) occupancy:___ sf. and proposed warehouse (S1) occupancy: ___ sf. and total building: ___sf.PC2: Not resolved. Show overall building area square footage on plan.Sheet T-1. The building exceeds the allowable area for either (B) or (S1) occupancy. E.g. 9,203>9,000 sf. Provide calculation to justify the change of use complying with the mix-occupancy provision per CBC 506.2.2 and 508.4.2.Per comment above, if frontage Increase is used (CBC 506.3), clearly delineate any frontage used to justify allowable area increases.Per comment above, Note on plans: “Frontage used for allowable area increases per CBC Section 506.3 shall be permanently maintained”Provide reflected ceiling plan showing ceiling system and finish ceiling height. Sheet D-2 shows suspended ceiling and clarify where the suspended ceiling applies.Sheet T-1. On plan under the building code analysis, show allowable building height for each occupancy.Sheet A-1.1. On plan, clarify the location of the warehouse #1 and warehouse #2. Revise building label.Sheet A-1.1. Add note on the demo plan to indicate the location of the parking stall re-stripping.Sheet A-1.2. Transpose all white out area into the drawings. Clarify the applicable location of the detail 3/A-1.2.Sheet A-1.2. Refer to exit discharge section to provide a pedestrian accessible gate on the proposed CMU wall to provide a continuous egress path from the back of the building to public streets. Revise site plan to show location, landing on both sides of the gate and accessible gate details.PC2: Not resolved. On sheet A-1.2:Clarify the 5’ wide landing on the pull side of the accessible gate to include the 24” maneuvering space. Provide accessible pedestrian gate detail on plan and make cross-reference to the “new cmu wall & gate detail 2”.Sheet A-1.2. Finish grade around the structure/addition shall slope away from the foundation a minimum of 5% for a minimum distance of 10 feet. Include a note on the site plan or show on a foundation detail. (CBC 1804.4)Multiple sheets. The 2-hour parapet may be required on the west side of building exterior wall where the fire separation distance is less than 5 feet per CBC Table 602. Provide 2-hour parapet construction complying with CBC 705.11 or comply with CBC 705.11 Exceptions without parapet. Revise plan to provide details or justification to show code compliance.PC2: Not resolved:Detail 2/A-5. Two fire assembly details provided. Clarify which detail applies to this project and show only the one applies. Do not provide options.Detail 2/D-6. Show in the wall section that fire wall extended from the finish floor surface through the roof to the top of the parapet. Cross-reference fire assembly details into the section. Provide wall assembly detail and joint detail to show the continuity of the fire rated assembly. Also see remarks on plan.Sheet A-5. Label use of all space/room in the existing office area.Sheet A-5. Identify alteration of the existing door and windows on plan. Indicate either (E) for existing or (N) for new.Sheet A-5. The detail 2 is too small and not clear. Please increase the detail size and print it to be legible.Sheet A-5. The 5’x5’ door landing shall be clear. However, plan shows it appears encroached by walls.PC2: Not resolved. Refer to the exterior door by the junction of grid line 3 and H. The interior door landing appears encroached by wall. Justify code compliance.Sheet A-5. Cross-referencing all missing details into the bubbles on plan.PC2: Not resolved. Please review the plan.ENERGYPermit application made on or after 1/1/22 must use EnergyPro 8.3 or newer software. The submitted design is based on version 8.2 had been expired. Please update Energy calculation.Sheet T-24.0. Page 1 of the NRCC form. Revise conditioned area calculation to match proposed architectural design. Plan shows 1,250 sf. does not match the architectural plans.Sheet T-24.0. Page 4 and page 5 of the NRCC form. Incorporate assemblies, R-value from section G3 into architectural building cross-sections.PC2. Not resolved. Fenestration design is not incorporated. Please coordinate with the architect to update the architectural plans and show page and detail number in your next response where the correction can be found.Sheet T-24.0. Page 5 of the NRCC form. In section G5, it shows 103 sf. of new fenestration area. However, it appears no alteration of glazing area per architectural drawings. Please clarify in the next energy design.PC2. Not resolved. The response says the revised energy design shows no fenestration area. However, the 103 sf. fenestration area still on the design. Please clarify.Sheet T-24.1. The license architect in responsible charge of building design shall complete and sign the “building envelope designer” section under the “responsible person’s declaration statement”.Sheet T-24.0 and T-24.1. All energy plans to be stamped and signed by the architect of record in responsible of charge.GREENProvide drawing title block, project address and sheet number on all CAL-Green sheets. All sheet shall be stamped, signed and dated by the licensed architect in record.STRUCTURALProvide calculation to design the 8 feet high CMU wall by the licensed professional. Specify thickness of the CMU (6” or 8”) and type of the footing (T-shape or L-shape) on sheet D-4. Office additionProvide complete ceiling framing plan and connection details for the office addition. Consolidate structural design from architectural plans into structural S-sheets.Provide complete foundation plan and connection details for the office addition. Consolidate structural design from architectural plans into structural S-sheets.Provide design of the roof diaphragm in the one-story office addition and provide diaphragm specification on plan. Specify sheathing material and nailing above the 2x10 ceiling joists in the new office addition.Provide vertical wall bracing design and detail in the office addition. The vertical clearance between the office ceiling and bottom of the roof is at least 15 feet may not be practical for diagonal bracing. Revise detail 2/A7.Revise detail 2/A-7 to provide connection of the 2x10 ceiling joists to the 2x4 stud walls. The detail shows suspended ceiling is conflicting with the building section 1/A-7.PC2. Not resolved. Refer to redlines on the drawings on sheet D-6. Detail 1 and detail 3.Provide anchorage design and details at the bottom of the vertical wall bracing to the footing. Design the footing for the office.WarehouseProvide engineering calculation and details on plan for the new parapet as required in the architectural comment #22 located on the west side of the building.PC2. Not resolved. Please,Sheet S-4. Crossreference parapet connection detail 2/D-6 into roof framing plan.Sheet D-6. Detail 2/D-6. Specify vertical sheathing material to brace parapet wall and fasteners of the sill plate anchorage to the existing roof.Revise minimum design wind loads to 16 psf for zone A and C. However, the calculation shows minimum wind load is 10 psf. Please clarify. (ASCE 7-16 28.5.4)PC2. Not resolved. Calculation is not submitted.Sheet S-3. Clarify and revise detail 8/D-3 to provide holdown anchorage detail.PC2. Not resolved. Revise detail 2/S-3 to include HDU14 anchorage design in the holdown schedule.Sheet S-3. Provide shear transfer detail at the bottom of the shear wall to the concrete footing. In the detail, show clear load path from the shear wall sheathing, fasteners, sill plates, anchor bolts to the concrete footing.PC2. Not resolved. Indicate special inspection is required for Titen anchor bolt installation per ICC report ESR-2713. Show finish grade on each footing detial.Sheet 4. Detail 5. Specify top chord member of the shear wall. Plan calls out “beam or 2x pl.” is not clear.Provide detail showing the location and installation of the “MST48” straps, located at the end of each sear wall.The “HGU” hanger does not have lateral capacity. Provide continuous bracing between the posts to transfer the lateral force between the 6x12 beams. Show design and details on plan.Please make the hand-writing parts in the structural calculation darker and legible. PC2. Not resolved. Please submit calculation to verify.NEW COMMENTS: Please do not submit partial structural calculation as “partially updated” or “only response to correction comment”. Provide two complete structural calculation with all pages stapled, stamped and signed by the licensed design professional for final approval.END OF COMMENTS