HomeMy WebLinkAbout284075_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:
102109399
PROJECT ADDRESS:
1102 N Lacy St
PLAN CHECK ENGINEER:
So, AnsonTEL:714
647-5830
EMAIL:
aso@santa-ana.orgFAX:714
647-5897
TYPE OF CONSTRUCTION:
V A
OCCUPANCY CLASSIFICATION(S):
R-2
PLAN CHECK DATES:
REMARKS/RECHECK ITEMS:
APPLICATION
2/16/2022
INITIAL REVIEW
3/13/2022
EXPIRATION
8/15/2022
RECHECKS:
1.
PROJECT APPLICANT CONTACT PERSON:
2.
Justin Novakovich
3.
TEL:
(714)251-0227
FAX:
VALUATION: $200,000.00
EMAIL:
justinnovakovich@gmail.com
FLOOD ZONE: X-0602320163J
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.Meetings between the project applicant/designer and the plan reviewer shall be by appointment only. Please call (714) 647-5830 for an appointment.Previous architectural comments have been addressed. Please review the structural comments below and contact Assistant Plan Check Engineer, Jonathan Lo, at 714-567-5822 or jlo@santa-ana.org should you have any questions.Comments have been provided on drawing and calculation hard copies in relation to all comments below. These may be picked up at Building and Planning department at applicants’ discretion.DrawingsSheet S1.0Update Wood Framing notes to reference latest Codes. Ensure all notes reference latest code years. (e.g. Note #35)Sheet S1.1Clarify symbol in Design Data, what looks to be Rho (Cs, R, ?)Sheet S1.2Detail 1 – Verify Simpson “A35F” product used for shear transfer. Ensure products called out are adequately available with approved testing.Sheet S2.1Verify where Details 7 & 10/SD1 are referenced where shearwall not provided if shearwall is intended. (e.g. Gridline A, C, 5, etc.).Floor sheathing notes not found, please provide.Sheet S2.2Verify where Details 7/SD1 are referenced where shearwall not provided if shearwall is intended. (e.g. Gridline A).Provide detail for SW post at Grid 2 atop SW below and verify load transfer for discontinuous shear wall. Provide Calculation for HIP-1 at Grid 3, HIP-1 provided in calculations show 13’-8” max length for design.Provide Calculation for HIP-2 at Grid 5, HIP-2 provided in calculations show 13’-8” max length for design.Provide Calculation for 4x4 HDR supporting RB-4 and RB-5 and 4x8 HDR supporting RB-6 and RB-7.Verify if post required at right end of B2 where detail 4/SD2 is referenced.Sheet SD2Detail 7 – Provide end connections for new blocking.Detail 1 – Verify 8” HL33 Lag screw length into beam below.CalculationsPage 21 of 162 – Verify if shearwall along Grid 2 to be lateral force resisting system for existing garage roof. Ensure mass added to wall.Page 23 of 162 – Provide Shearwall on Grid E design.Page 82 of 162 – HIP-1 @ Grid 3 has length of 17’-0”, please provide design.Page 83 of 162 – HIP-2 @ Grid 5 has length of 17’-0”, please provide design.Page 117 of 162 – Foundation design provided does not look to match revised lateral system and Grid layout. Please ensure foundation design with intended shearwalls and loading. (End of Comment)