HomeMy WebLinkAbout271276_2_Corrections.docxRESIDENTIAL PLAN CHECK
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:
101105562
PROJECT ADDRESS:
3411 W Maywood Ave
PLAN CHECK ENGINEER:
Lee, WayneTEL:714
647-5848
EMAIL:
wlee@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
III B
OCCUPANCY CLASSIFICATION(S):
B, F-1, S-1
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
1/4/2021
INITIAL REVIEW
1/21/2021
EXPIRATION
7/3/2021
RECHECKS:
1.02/25/2021
PROJECT APPLICANT CONTACT PERSON:
2.
Dan Le
3.
TEL:
(310)334-9745
FAX:
VALUATION:
EMAIL:
den.le@designua.com
FLOOD ZONE: X-0602320258J
Note: Numbers in parenthesis (unless otherwise noted) refer to code sections of the 2019 California Residential Code (CRC); 2019 California Building Code (CBC); CMC = 2019 California Mechanical Code; CPC = 2019 California Plumbing Code; CEC = 2019 California Electrical Code; T = Table; ICC = International Code Council.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 see corrections on submitted plans. Red marked set must be returned with revised plans. Plans resubmitted without the red markup set may result in delayed review time and additional plancheck fees.
This review does not include mechanical, plumbing or electrical work. Separate plans, applications, fees, plan checks, and permits are required for mechanical, plumbing, 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 set 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).
PLAN CHECK COMMENTS:
Sheet A-1.0. Provide accessible gate design and detail located in the new fence in room #132. (11B-404).
PC2: Detail 1/A0.2:
Provide kick plate on the push side of the gate. 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
Provide handle on the pull side of the gate. (on the other side of the panic hardware). 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
STRUCTURAL
Provide header design to support the roll-up doors in room #112 and #118. Revise framing and foundation plan.
PC2: Per structural engineer response which referring to page 10, submit revised structural calculation.
Sheet S-2 detail 1:
The interior walls are constructed by metal studs per architectural plan. The double king studs does not match the proposed architectural design. Please coordinate with the architect and clarify the material and connection in this detail.
Specify the fasteners connecting king studs and the wood post to provide in-plane lateral support.
Provide bracing for out-of-plane lateral force at the 6x12 header to support minimum 5 psf lateral force.
PC2: Per structural engineer response which referring to page 11 and page 12, submit revised structural calculation.
Sheet A-1.3. Provide structural design for connections at each end of the 2x4 diagonal brace to the stud and to the sill plate to support wind out-of-plane force. Specify type, number and length of the fasteners.
PC2: Per structural engineer response which referring to page 13, submit revised structural calculation.
Refer to redline set for correction comments marked on plan.