HomeMy WebLinkAboutX2021-3132 - Misc (2)-313Z
162 7
CITY OF NEWPORT BEACH
COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING DIVISION
100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658-8915
www.newportbeachca.gov 1 (949) 644-3200
RESIDENTIAL
PLAN REVIEW COMMENTS & CORRECTIONS
Project Description: RES ADD: CONNECT GARAGE TO SFD
Project Address: 1627 HARBOR CREST CIR Plan Check No.:
Permit App. Date: 10/30/20
Use: SFD Occupancy: R-3/1-1
No. Stories: 1 Permit Valuation:
Architect/Engineer: DANIEL MACBETH
Plan Check. Expires:
Const. Type:
Adjusted Valuation:
1998-2020
Phone: 949-584-4999
Applicant/Contact: Phone:
Plan Check Engineer: SOON CHO Phone: 949.644.3281
Engineer email: SCHO@newportbeachca.gov
F-9
15t Review: (10/30/20) ❑ 2nd Review: (12/16/20) ❑ 31d Review: (date)
Italic comments By Appointment
t40-i,- Lo
Cre.4
Ccnl e-
The project plans were reviewed for compliance with the following codes and standards:
2019 CRC; 2019 CBC; 2019 CPC; 2019 CEC; 2019 CMC; 2019 California Energy Code; 2019 California Green
Building Standards Code (CG); & Chapter 15 of the Newport Beach Municipal Code (NBMC).
The code section references are from the 2019 CRC, unless otherwise stated.
• TO EXPEDITE PROJECTAPPROVAL: Please provide a written response indicating how and where each
comment was resolved on the plans.
• Resubmit all previously reviewed plans, updated plans and supporting documents with each subsequent
review.
• AFTER 21d PLAN REVIEW: Please call or email the plan check engineer listed above to schedule a plan
review appointment, to expedite project approval.
• For clarification of any plan review comment, please call the plan check engineer listed above.
• Plan review status is available online at www.newoortbeachca.goov Project status is also available using
the interactive voice response system at 949-644-3255, or by speaking with a permit technician at 949-
718-1888 during business hours.
oiomn 1
GENERAL
1. Obtain plan review approval from the following:
a. Building Division
b. Planning D •: lien
e. Publie Werks Depa.tment
2. Final drawings which will be approved for permit issuance shall be signed by the respective design
professional on each sheet (electronic signature is acceptable).
EXTERIOR WALLS
STRUCTURAL
12. Verify gravity framing meets the maximum deflection criteria per Table R301.7.
a. Beam 11: Provide 5 V2x11 718 PSL per eng calcs
LATERAL-
CorrLists\RESIDENTIALPIanReviewComments&Corrections 8/2020 2
- - -
ADDITIONAL CORRECTIONS
22. See red marks on plans for additional comments and clarifications.
23. ADDITIONAL CORRECTION MAY OCCUR AFTER REVIEWING STRUTURAL CALCULATION.
24. Detail 13ISD1: Visqueen is not a vapor barrier. New slab on grade shall install a Capillary Break in
compliance with one of the following (CG 4.505.2.1):
a. A 2-inch thick layer of sand over a vapor barrier meeting ASTM 1745 (15MIL) over 2 inches
of sand, over a 4-inch thick base of V2 inch or larger clean aggregate.
CorrLists\RESIDENTIAL PlanReviewComments&Corrections 8/2020
CITY OF NEWPORT BEACH
COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING DIVISION
100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658-8915
www.newportbeachca.aov 1 (949) 644-3200
RESIDENTIAL
PLAN REVIEW COMMENTS & CORRECTIONS
Project Description: RES ADD: CONNECT GARAGE TO SFD
Project Address: 1627 HARBOR CREST CIR
Permit App. Date: 10/30/20
Use: SFD
No. Stories: 1
Architect/Engineer:
Applicant/Contact:
Occupancy: R-3/U
Permit Valuation:
DANIEL MACBETH
Plan Check No.: 1998-2020
Plan Check. Expires:
Const. Type: VB
Adjusted Valuation:
Phone: 949-584-4999
Phone:
Plan Check Engineer: SOON CHO
Phone:
949.644.3281
Engineer email:
SCHO@newportbeachca.gov
❑
1s' Review:
(10/30/20)
�
2nd Review: (12/16/20)
❑
Review: (date)
Italic comments
By Appointment
B
The project plans were reviewed for compliance with the following codes and standards:
2019 CRC; 2019 CBC; 2019 CPC; 2019 CEC; 2019 CMC; 2019 California Energy Code; 2019 California Green
Building Standards Code (CG); & Chapter 15 of the Newport Beach Municipal Code (NBMC).
The code section references are from the 2019 CRC, unless otherwise stated.
• TO EXPEDITE PROJECTAPPROVAL: Please provide a written response indicating how and where each
comment was resolved on the plans.
• Resubmit all previously reviewed plans, updated plans and supporting documents with each subsequent
review.
• AFTER 011 PLAN REVIEW: Please call or email the plan check engineer listed above to schedule a plan
review appointment, to expedite project approval.
• For clarification of any plan review comment, please call the plan check engineer listed above.
• Plan review status is available online at www.newoortbeachca.aov. Project status is also available using
the interactive voice response system at 949-644-3255, or by speaking with a permit technician at 949-
718-1888 during business hours.
CorrLists\RESIDENTIALPIan ReviewComments&Corrections 9/2020 1
GENERAL
1. Obtain plan review approval from the following:
a. Building Division
2. Final drawings which will be approved for permit issuance shall be signed by the respective design
professional on each sheet (electronic signature is acceptable).
C".�mi...W-"-rirrtG
12. Verify gravity framing meets the maximum deflection criteria per Table R301.7.
a. Beam 11: Provide 5 %z x11 718 PSL per eng caics
LATERAL
T..�
Con-Usts\RCSIDENTIAL Plan ReviewComments&Corrections 8/2020
[ &Q01011111110
ADDITIONAL CORRECTIONS
22. See red marks on plans for additional comments and clarifications.
23. DDITIONAL CORRECTION MAY OCCUR AFTER REVIEWING STRUTURAL CALCULATION.
4 Detail 13/SD1: Visqueen is not a vapor barrier. New slab on grade shall install a Capillary Break in
compliance with one of the following (CG 4.505.2.1).•
a. A 2-inch thick layer of sand over a vapor barrier meeting ASTM 1745 (15MIL) over 2 inches
of sand, over a 4-inch thick base of V2 inch or larger clean aggregate.
CorrLists\RESIDEMIALPIanReviewComments&Corrections 8/2020
PLAN CHECK REPLY 2
Plan check no. 1251-2020
Project Location: 1741 Plaza del sur
E51/FME1.N.: L186
Item Response
12 Please see revised calc with correct beam size.
23 Detail revised accordingly.
Date: 12-18-20