HomeMy WebLinkAbout204891_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:
10184797
PROJECT ADDRESS:
1010 W MacArthur Blvd Unit# 32
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
4/27/2015
INITIAL REVIEW
6/23/2015
EXPIRATION
10/24/2015
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
George Martinez
3.
TEL:
(714)533-7300
FAX:
VALUATION: $4,000.00
EMAIL:
George@mccservices-socal.com
FLOOD ZONE: X-0602320258J
Note: Numbers in parenthesis (unless otherwise noted) refer to code sections of the 2013 California Residential Code (CRC); 2013 California Building Code (CBC); CMC = 2013 California Mechanical Code; CPC = 2013 California Plumbing Code; CEC = 2013 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 2corrected 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.Per Scope of Work, one 6x10x18 feet support beam is being replaced. Plan view shows 6x10x 12.5 feet long beam. Identify the 18 foot 6x10 beam on the plan.Per Scope of Work, identify all new structural elements on the plan.Per Scope of Work, 4 sheets of 5/8” plywood are being replaced. Specify the boundary nailing, field nailing spacing, type of nail and minimum embedment.Per Scope of Work, one 6x6x8 foot post is being replaced. However, detail 11 shows a 4x post.Detail 6: Cross reference detail from plan view or from the elevation drawing.Detail 4/4: Footing detail shows a 6x post. However, detail 11 shows a 4x post.Detail 4/4: Detail shows 3-5/8” concrete slab. Specify existing or proposed new concrete slab on the detail.Detail 4/4: Detail shows a new footing. Specify new footing under Scope of Work.Detail 7: Detail 7 shows existing 3/8” diameter x 6” long lag screw to be replaced. However, detail 17 shows ½” diameter through-bolts. Verify discrepancy.Detail 7: Specify edge distance on the new 6x10 beam.Detail 12: Cross reference all structural details on plan.Detail 12: Plan shows 1x6 let-in bracing. Provide details.Detail 12: Plan view shows keynote 5. However, keynote 5 is not found.Detail 12: Plan view shows framing information at the living room area. Identify framing information as existing.Detail 12: Plan view shows a 2x8 stud wing-wall with stucco each side. Provide structural details at top and bottom of the wing-wall.Detail 17: Make texts legible. Detail 17: Provide details for top rail to guard rail connection.Detail 17: Provide structural connection detail between guard rails to deck.Detail 17: Specify guard rail under Scope of Work.Detail 10: Guard rail shall be 42 inches minimum. Revise dimension on plan.Structural Calculations page 2: Calculations show 4x4 minimum or double 2x4 post at 48 inches on center. However, detail 7 shows guard rail as existing. Revise detail as necessary.Structural Calculations page 3 shows two-half inch diameter through bolts with nuts and washers required at the base of posts at 48 inches on center. However, detail is not found on the plan.