HomeMy WebLinkAboutX2014-0481 - CalcsJanuary 31, 2014
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STRUCTURAL DESIGN CALCULATIONS
CITY OF NEWPORT BEACH OdiviMUNITY
Hoag CDRC Package #3aPPROVAt THESE PLANS DEVELOPMENT DEPARTMENT
AUTHORIZATION TO DOES NOT CONSTITUTE EXPRESS
N OF OR
Outdoor Patio INCONSISTENT WITH THE ORDINANCES, AND POLICIES OF THOE�CITY IEb
p J �+ NEWPORT BEACH. THIS APPROVAL DOES NOT I GUARANTEE THAT TOES PLANS
Spire Job #: V V B S 72. 3 PE IN ALL RESPECTS,
IN piCOMPLIAN E CVVI OCITY,
N Y, BUILDING,
Tr , vU1 ETifBGE AND ZONING
�i �;CV! YEN T�FUTkiORIZEQ ERITTE� TO RE'JISE TH �U� Q3L8E5T �CTURE
ER
One Hoag Drive t' P1> CIAEON IF r BY TO SE Pi RESERVES
t I R C TN I Y OESSAR TO OMPI_Y W 7N rHEORE' DURNG ANOLS, OR AFT
Newport Beach, CA 926 , 1- ,C 1<.,ovw.LQ �r �����,. ORQINANCES, PLANS AND
SEMEN , .
+ cr — S/GNP
t t Fi c ',ICS
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BUILQING: _-.
ProjectDescription: - P
At �'�aVA' To �ssuE '-
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Structural design for steel support of a Kalwall system on top of existing CI J retait*ig
walls.
01.31.14
(SIGNATURE) ' -- —
26461 Rancho Parkway South, Lake Forest, CA 92630 Tel: 949.916.3440 Fax: 949.916.3445
www.spirestructures.com
1/3/14,,
Design Maps Summary Report
Design Maps Summary Report
User -Specified Input
Report Title 1 Hoag Drive, Newport Beach, CA
Fri January 3, 2014 22:01:00 UTC
Building Code Reference Document ASCE 7-10 Standard
(which utilizes USGS hazard data available in 2008)
Site Coordinates 33.62357°N, 117.92962°W
Site Soil Classification Site Class D - "Stiff Soil"
Risk Category I/II/III
I
50100Enerr
„.„
--,-,--p-
,---
,,,,.„,-_- -------,--4 -
„.-
•0 - --*-,----
„.„...,„
,--,--4A---= -.'"'--
---
---<-:'
.,,,.-.------",-
USGS-Provided Output
Output
S= 1.696 g
Si = 0.626 g
SMS = 1.696 g
SM1 = 0.940 g
e-,
Sps = 1.131 g
S„ = 0.626 g
For information on how the SS and Si values above have been calculated from probabilistic (risk -targeted) and
deterministic ground motions in the direction of maximum horizontal response, please return to the application
and select the "2009 NEHRP" building code reference document.
NICER Response Spectrum Design Response Spectrum
1.87
1.70 1.20
1.53 1.09
1.36 0.96
1.19 0.84
s 1.02 7111 0.72
M 0.9510 0.60
VI1/1
0.68 0.48
0.51 0.36
0.34 0.24
0.17 0.12
0.00 I I I I I I 0.00
0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.20 2.00 0.00 0.20 0.40 0.50 0.80 1.00 1.20 1.40 1.60 1.80 2.00
Period, T (sec) Period, T (sec)
For PGAM, T„ C R„ and C, values, please view the detailed report.
geohazards.usgs.govIdesignmaps/us/summary.php?template=minimal&latitude=33.62357345&longitude=-117.929617376422&siteclass=3&riskoategory=0&edit... 1/2
Sheet:
SP
STRUCTURAL
RE
ENGINEERING
Job:
13WBS72 Hoag CDRC P-3
Calc By:
JCW
Date:
01/30/14
v2 _
Z•°
rare-
26461 Rancho Parkway South, Lake Forest, CA 92630 Tel: 949.916.3440 Fax: 949.916.3445
www.spirestructures.com
Sheet:
SP
STRUCTURAL
RE
ENGINEERING
Job:
13WBS72 Hoag CDRC P-3
Caic By:
JCW
Date:
01/30/14
26461 Rancho Parkway South, Lake Forest, CA 92630 Tel: 949.916.3440 Fax: 949.916.3445
www.spirestructures.com