HomeMy WebLinkAbout222866_1_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:
10290749-53
PROJECT ADDRESS:
2516 W MacArthur Blvd Unit# B
PLAN CHECK ENGINEER:
So, AnsonTEL:714
647-5830FAX:714
647-5897
TYPE OF CONSTRUCTION:
V B
OCCUPANCY CLASSIFICATION(S):
R-2
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
10/6/2016
INITIAL REVIEW
12/1/2016
EXPIRATION
4/4/2017
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Phil Lawler
3.
TEL:
(714)782-7599
FAX:
VALUATION: $8,000.00
EMAIL:
phil@smoothstoneconstruction.com
FLOOD ZONE: X-0602320258J
APPLICABLE CODE: 2013 CALIFORNIA BUILDING CODE (CBC) WITH
CITY OF SANTA ANA AMENDMENTSAll 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.Meetings between the project applicant/designer and the plan reviewer shall be by appointment only. Please call (714) 647-5830 for an appointment.Please return marked up set of drawings with corrections.The drawings/information submitted for Building Safety Division review is incomplete. The applicant shall, prior to resubmitting, complete all construction documents to show compliance with the 2013 California Building Standards Code with local amendments.All persons preparing plans, specifications, and instruments of service for others shall sign those plans, specifications and other instruments of service for others shall sign those plans, specifications and other instruments of service and all contracts therefore. This requirement applies to both exempt and non-exempt projects. Business and Professions Code Chapter 3, Division 3, Section 5536.1(a).Include address and telephone number of the responsible designer, and date of signing of drawings.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.
- Proof of Worker’s Compensation Insurance shall be required at the time of permit issuanceSubmit a signed copy of the contract showing labor and materials for all work to be done under the subject building permit application. The plan check engineer may accept the contract price as the valuation of improvements for unique/unusual projects in lieu of using a cost per square foot basis.Plan Check CommentsFive separate construction documents have been submitted for review due to separate addresses. Although deck configurations are different on each submittal, the structural details on the plans are essentially the same. Details on stair repair are almost identical on all five plans. Please see the following plan check comments as the comments apply on all five separate submittals.Stair elevation drawing: Specify handrail height. Handrail shall be measured above stair tread nosings, handrail height shall not be less than 34 inches and not more than 38 inches. Handrail cross-reference detail number “3/D1”. Detail 3 on sheet D1 shows a new 2x wood member as handrail. Handrail shall comply with either Type 1 or Type II profile. Provide handrail cross-sectional detail as required.Type 1: Handrails with a circular cross section shall have an outside diameter of not less than 1 ¼” and not greater than 2”. Where the handrail is not circular, it shall have a perimeter dimension of not less than 4 inches and not greater than 6 ¼” with a maximum cross-sectional dimension of 2 ¼” and minimum cross-sectional dimension of 1 inch. Edges shall have a minimum radius of 0.01 inch.Type II: Handrails with a perimeter greater than 6 ¼” shall provide a graspable finger recess area on both sides of the profile. The finger recess shall begin within a distance of ¾” measured vertically from the tallest portion of the profile and achieve a depth of not less than 5/16 “ within 7/8 “ below the widest portion of the profile and Post-Base Footing on detail 9: Specify post-base model for exterior use. Simpson post base mode “CBQ” is specified for interior use. Exterior use application requires the one-inch standoff between post base and concrete for moisture protection. Specify the one-inch separation material or consider using Simpson model “CBSQ” with a built-in one-inch standoff.Tread Plate under Stringers on detail 10: Specify expansive anchor bolt type. Special inspection is required on all post-installed anchor bolts.