HomeMy WebLinkAbout294512_2_Corrections.docxSPC
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:
101112563
PROJECT ADDRESS:
410 N Fairview St
PLAN CHECK ENGINEER:
Lee, WayneTEL:714
647-5848
EMAIL:
wlee@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
N/A
OCCUPANCY CLASSIFICATION(S):
N/A
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
11/1/2022
INITIAL REVIEW
11/5/2022
EXPIRATION
4/30/2023
RECHECKS:
1.11/26/2022
PROJECT APPLICANT CONTACT PERSON:
2.
Mike Easton
3.
TEL:
(949)223-5090
FAX:
VALUATION:$225,000.00
EMAIL:
measton@eastonpacific.com
FLOOD ZONE:
APPLICABLE CODE: 2019 CALIFORNIA BUILDING CODE (CBC) WITH
CITY OF SANTA ANA AMENDMENTS
All items noted on this plan check report must be addressed.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.
- Police Department approval on the corrected/final set of drawings (647-5840)
- Public Works Agency approval (647-5039)Provide and maintain the accessible exterior egress route from the exterior door by the proposed trench to the public street. (The door is located south of the proposed trench. See red line on sheet A1.0). The exterior egress route shall not pass through the existing canopy (shall not re-enter into building) to the public street.(PC2) Plan review response:The enclosing exit door in the existing building is not part of the current permit application.Prior to submitting for next review, contact Planning Division for approval of eliminate the exterior door. After PlanningDivision approval, contact Building Division permit staffto revise permit application. An appointment is needed with building permit staff for next submittal due to the scope of work changes. Additional permit fee may apply.This plan check item #4 and any design related to eliminate the exterior door such as sheet A0.2 is not reviewed in this round of plan check. They will be reviewed after the eliminating exterior door permit application is received. Please note that new corrections may apply.Provide new building elevation showing the door is eliminated.Sheet A0.2 shall NOT be labeled as for reference only.Sheet A0.2.The egress plan shows a door between the office and warehouse is not part of the egress system. Provide justification by providing egress plan for the entire building to prove no egress from warehouse into the office building and the door is also not a horizontal exit.At the exterior door by the proposed trench, provide 60” minimum maneuvering clearance at the exterior door landing, measured from the door closing position perpendicular to the proposed trench. (11B-404.2.2)(PC2) Plan review response: Pending to item #3.The exterior accessible routes shall be 48” minimum wide and shall consist of one or more of the following components: walking surfaces with a running slope not steeper than 1:20 (5%), doorways, ramps, curb ramps excluding the flared sides, elevators, and platform lifts. §11B-402.2.(PC2) Plan review response: Pending to item #3.Gates that are part of an accessible route shall comply with 11B-404 Doors, Doorways, and Gates. Provide design and details on plan.(PC2) Plan review response:Detail 12/A3.0 is for the accessible doors, not for the gate. Provide accessible gate detail complying with the code.Gate openings shall provide a clear width of 32 inches minimum. Clear openings of doorways with swinging doors shall be measured between the face of the door and the stop, with the door open 90 degrees. §11B-404.2.3(PC2) Plan review response: Detail 12/A3.0 is for the accessible doors, not for the gate. Provide accessible gate detail complying with the code.Maneuvering clearances for forward approach shall be provided when any obstruction within 24 inches of the latch side of an exterior doorway, measured perpendicular to the face of the door or gate. §11B-404.2.4.3(PC2) Plan review response: Pending to item #3.Handles, pulls, latches, locks, and other operable parts on doors and gates shall comply with 11B-309.4 Operation. Operable parts of such hardware shall be 34 inches minimum and 44 inches maximum above the finish floor or ground. Where sliding doors are in the fully open position, operating hardware shall be exposed and usable from both sides. §11B-404.2.7(PC2) Plan review response: Detail 12/A3.0 is for the accessible doors, not for the gate. Provide accessible gate detail complying with the code.Swinging door and gate surfaces within 10 inches of the finish floor or ground measured vertically shall have a smooth surface on the push side extending the full width of the door or gate. Parts creating horizontal or vertical joints in these surfaces shall be within 1/16 inch of the same plane as the other and be free of sharp or abrasive edges. Cavities created by added kick plates shall be capped. §11B-404.2.10(PC2) Plan review response: Detail 12/A3.0 is for the accessible doors, not for the gate. Provide accessible gate detail complying with the code.Provide handrail top extension on both side of the new exterior stairway handrails. At the top of a stair flight, handrails shall extend horizontally above the landing for 12 inches minimum beginning directly above the first riser nosing. Extensions shall return to a wall, guard, or the landing surface, or shall be continuous to the handrail of an adjacent stair flight. §11B-505.10.2(PC2) Plan review response: On the revised plan, claify bottom handrail extension. Per detail 6/A3.0, revise floor plan to show bottom handrail extension as one thread depth + 12” minimum.Sheet RTW. Provide structural design and connection detail for the new guardrail to the trench wall to support minimum force per CBC Chapter 16.Provide new fence and gate footing design. Provide structural calculation, foundation plan and footing detail by a licensed design professional.(PC2) Plan review response:Post at gate design:Sheet RTW. Please show steel posts and footings on the site plan with measurement between the gates.Calculation page 4. Please include the lateral applied load from wind out-of-plane tributary area.Calculation page 6. Please include the lateral applied load from wind out-of-plane tributary area AND revise the moment arm to the footing based on the resultant force of the wind out-of-plane force.END OF COMMENTS