HomeMy WebLinkAbout265169_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:
102103684-87
PROJECT ADDRESS:
533 E Washington Ave
PLAN CHECK ENGINEER:
Lee, WayneTEL:714
647-5848
EMAIL:
wlee@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
V B
OCCUPANCY CLASSIFICATION(S):
R-2
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
6/15/2020
INITIAL REVIEW
7/2/2020
EXPIRATION
12/12/2020
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Michele Graham
3.
TEL:
(714)556-2656
FAX:
VALUATION: $620,000.00
EMAIL:
mgraham@sternarchitects.com
FLOOD ZONE: X-0602320163J
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.
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.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 (647-5839 or 647-5700)
- 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)ARCHITECTURAL (Plans are received after 1/1/2020)CBC Sections A106.1 and A106.3.4.1, All drawings and supporting documents shall be prepared, stamped and signed by a California licensed architect or registered civil engineer.Sheet A-0.0. Update the applicable code to 2019 version with City of Santa Ana amendments.Sheet A-0.0. Revise description of the scope of work to reflect the proposed scopeunder each permit. There are 4 building permit shared on this drawing:102103684-alteration of the existing apartment building102103685-new 6’ high CMU wall trash enclosure with 6’ wide double metal gate.102103686-repave and re-strip entire parking lot.102103687-new 6 ‘high fence walls and gate. Show location and length.Sheet A-0.3. It appears missing information on the site plan. Provide complete site plan including all structures, walkways, fence, setback and etc. PC2: Comments on the revised site plan.Show width of the pedestrian walk on plan (keynote #8).Show dimensions and setback distance to the lot line of the new shade structure (see sheet L-1 court enlargement plan) on the architectural site plan. Add note to it that “under separate permit”. (Building division does not review landscape plans. They are for reference only).For the shade structure, submit architectural and structural design, calculation and details separately from the landscape plan to obtain permit. Please note that minimum 10 feet is required from the edge of the shade structure to any lot lines in accordance with CBC Table 602 and CBC 705.8.1 exception 2. Per referenced landscape plan, the fire separation distance is insufficient.Sheet A-0.3. Please provide trash enclosure wall construction details on the architectural plan and make cross-reference into the site plan note #12. Design the support of the most critical load combination with wind governing lateral force.PC2: Sheet A-0.3. Indicate structural sheet and detail number in detail #12.Sheet S4.1. Detail 2.Specify the middle beam dimensions to support the king post.Sheet A-0.3. Please provide 6 feet high fence wall construction detail on plan. Design the support of the most critical load combination with wind governing lateral force.PC2: Sheet A-0.3. Indicate structural sheet and detail number in detail #14.Sheet A-9.0 and A-9.1. Revise U-factor and SHGC value in the window and door schedule for new windows and glazed doors within the building envelope. Refer to the energy analysis for fenestration performance complying with 2019 California Energy Code.
PC2: Revise SHGC value to 0.25 maximum. (Note, the submitted energy design is NOT in compliance with 2019 CEC, verify both U-factor and SHGC per revised energy design to avoid another plan check correction).EGRESSShow on the site plan the egress route from exits to the public ways.PC2: The second egress (with 15 occupant) to the parking lot is obstructed by the fence and vehicular gate. Please revise design (e.g. provide pedestrian walkway and side-hinged gate) orshow justification on the site plan to comply with CBC Section 1028.5 Exception.Exit illumination and exit sign requirements in accordance with CBC Section 1013 shall be shown on the drawings. Be specific as to the type of exit signs to be installed.Sheet A-2.0A. A ramp is not permitted within the required landings. All doors require a level floor landing on each side in accordance with CBC Sections 1010.1.5, 1010.1.6, 1010.1.7 and 11A (if applicable).Provide dimensions and slope for the required landing marked on the floor plan. Provide typical door threshold details and details of change in floor covering material:The exterior landing at the door 10-1 in unit #10.The landing on both side of the new gate by the unit #10.Sheet A-2.0 and A-2.0A. Provide exit analysis and specified the occupant load at each exit doors. Provide dimension of the new gate to accommodate the required occupant load.Sheet A-2.1A. Note 18. New handrails are provided on the stairway. Cross-reference the design to this note and show following compliance:Stairways shall have handrails on each side and shall comply with Section 1014.CBC Section 1014.6. 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.CBC Section 1014.3. Required hand rails shall comply with Section 1014.3.1 or shall provide equivalent graspability.CBC Section 1014.4. Handrail gripping surface shall be continuous, without interruption by newel posts or other obstructions.PC2: Per note #18 on A-2.1A, the information is referred to “exterior elevations”. I check sheet A-6.1 on note #15. I do not find any information specifically for item b and c. In addition, note #18 (A-2.1A) shows new handrail, but note #15 (A-6.1) shows existing handrails, please clarify.ACCESSIBILITYShow on the cover sheet the year of the first occupancy of the building.PC2: Not shown.Provide accessibility design in compliance with 2019 California Building Code Chapter 11A unless exceptions in section 1102A.2 apply. PC2: Pending to item #1. Specify the first occupancy year to justify section 1102A.2.ENERGY (Plans are received after 1/1/2020)Update the Energy analysis to comply with the 2019 version of the California Energy Code.PC2: Sheet T-24.1 through T-24.8. The energy design is NOT updated. The CF1R page 1 still shows compliance with 2017. The approved EnergyPro software shall be version 8.1 or newer (the submitted design is version 7.2)GREEN (Plans are received after 1/1/2020)Sheet A-0.1. Update the residential mandatory measures to 2019 version of the California Green Building Standards Code.PC2: Sheet A-0.1. The Green Code mandatory measures is still NOT updated.STRUCTURAL (Plans are received after 1/1/2020)Submit written response in structural correction items from the engineer of recordAll structural sheets and the cover page of the structural calculation. Please provide valid expiration date of the professional license on the stamp.Sheet SN-1. Show building design is in compliance with 2019 version of the California Building Code.PC2: Not updated. (E.g. shear wall schedule).Sheet S3.2. Provide vertical support for the 2-2x10 and 2x10 (RB-3) hip at the connection point with the ridge board.PC2: It appears the 2-2x10 hip and the 2x10 ridge is supported by the cantilever 2x10 hip above the living room. Provide calculation to justify the 2x10 hip, specify the vertical support and the connection hardware for attaching 3 members together.Sheet S2.2, S1.2 and calculation page 131. Grid line E. A window opening is within the 18 feet shear wall. However, the submitted design assumes no opening occurs. Please revise the shear wall design and plans.Sheet S3.2 and calculation page 132. Grid line 1. Clarify whether two 12 feet long shear wall on grid line 1. Sheet S3.2 and calculation page 133. Grid line 4. Specify and detail hardware to resist uplift force at each end of the 5 feet shear wall.PC2: Per revised calculation page 133, specify the hardware in the calculation and on the framing plan to transfer the 950# uplift force to the vertical resisting element.Structural page 127 through page 130. Grid line 1, 3, 4, F, and line B. Please provide shear wall overturning design on the shortest shear wall horizontal length. The shortest shear wall will result the greatest uplift force as the most critical case. Specify and detail hardware to resist uplift force at each end of the shear wall where uplift force occurs.PC2: Per revised calculation page 128 through page 130. Uplift force occurs on the shorter shear walls.Specify the hardware in the calculation and on the foundation plan to transfer the uplift force to the footing.Sheet S1.2 Grid line 6. Provide and design a continuous footing to support the 13 feet long shear wall. Cross-reference the anchorage connection details to plan.PC2: The design for this shear wall is missing on the structural plans.Sheet SD.1 Detail 10. Specify Simpson “PBS” instead of “PB” to provide 1 inch standoff to avoid untreated wood post directly contact with concrete.PC2: Detail is not revised.Sheet SD.1 Detail 12. Specify fasteners for MSTC60 attached to Concrete or CMU wall. Refer to Simpson Catalog for proper size and length of the fasteners.PC2: Detail is not revised.Sheet S2.1 and S1.1. Provide structural design and detail for the new front porch cover.PC2: Design is not provided on the structural plans.