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HomeMy WebLinkAboutUntitled gi
City of Arcadia, CA
_ Permit NO.SIGN-19-1158'
°' Development Services Department ; DrK ✓° 4ry _ Permrt Type:Sign
240 West Huntington Drive,Post Office Box 60021 i Jf I VI i'
Arcadia,CA 91066-6021 ,4. ,14---)` Wotk`Classfficot o. Sign-Illuminated
j (626)574-5416 ' - , Permit Status:issued
ARCADIA _ Issue Date 06/19/2019-I Expiration: 12/16/2019
Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number
102 E Huntington DR Arcadia,CA 5773014038
. __,, ., ... . - .-. . . ..
Contacts
ARCADIA INVESTMENT HOLDING LLC Owner SIGN DEVELOPMENT INC' Contractor
1366 W 9TH ST 1366 W NINTH ST,UPLAND,CA 91786
(909)240-0325 576277
Description: NEW MONUMENT SIGN,REIMAGE CANOPY Valuation: $ 24,500.00 Tenant
FASCIA,ADD (2)76 LOGOS,REIMAGE GAS PUMPS
Total Sq Feet: 0.00 Plan Check H Plan N
Fees Amount Payments Amount Paid
Building Issuing Fee $47.01 Total Fees $964.62
Building Permit Fees $487.75 Cash/Receipt ft REC-01578-19 $964.62
Electrical Permit Issuance Fee $47.01
Amount Due: $0.00
Sign and Branch Circuit $131.72
Sign Plan Review $243.88
Solid Waste Management Fee $6.25
Solid Waste Management Fee 2 $1.00
Total: $964.62 12 91786
(909
,C, a o4, £LeC-TR-fen. cr.(8./1 1— CALLS FOR INSPECTIONS
Request for inspection by telephone at 626-574-5450. Leave a message
1 fro •2e •f`( requesting the address,timeframe and what inspection item is needed.
This permit/plan review expires by time limitation and becomes null and
void if the work authorized by the permit is not commenced within 180 days
from the date of issuance or if the permit is not obtained within 180 days
from the date of plan submittal.This permit expires and becomes null and
void if any work authorized by this permit is suspended or abandoned for 180
consecutive days or if no progressive work has been verified by a City of
Arcadia building inspector for a period of 180 consecutive days.
June 19, 2019
Issued By: Date
e 19,2019 Pagel oft
Pan f
PERMIT/PLAN REVIEW APPLICATION
Eo" Development Services Department,240 West Huntington Drive,Post Office Box 60021
°°„°r>` Arcadia, CA 91066-6021, (626) 574-5416,Fax (626) 447-9173
City of
Arcadia
`c LICENSED CONTRACTOR'S DECLARATION WORKERS'COMPENSATION DECLARATION
)6
I hereby affirm under penalty of perjury that I am licensed under provisions of I hereby affirm under penalty of perjury one of the following:
l "Chapter 9(commencing with Section 7000,of Division 3 of the Business and
Professions e,and m license is in fu 1 force and effect.2 ❑ I have and will maintain a certificate of consent to self-insure for workers'
License Clash
14
Signature of Contractor License o Z�'Hvp. Dat$I j)I( Au compensation, as provided for by Section 3700 of the Labor Code, for the
performance of the work for which this permit is issued.
�•
OWNER-BUILDER DECLARATION Ut1 I have and will maintain workers'compensation insurance,as required by Section
❑ I hereby affirm under penalty of perjury that I am exempt from the Contractors !�'3700 of the Labor Code,for the performance of the work for which this permit
is issu workers'compensation insure carrier and policy numbers are:
License Law for the following reason(Section 7031.5,Business and Professions �_l 4--r S
Code.Any city or county which requires a permit to construct,alter,improve, Carrier
demolish,or repair any structure,prior to its issuance,also required the applicant ��Q Li Cth
for such permit to file a signed statement that he or she is licensed pursuant to the Policy Number `
provisions of the Contractors License Law(Chapter 9(commencing with Section (This section need not be completed i the permit is for one hundred dollars or less)
7000)of Division 3 of the Business and Professions Code)or that he or she is
exempt there from and the basis for the alleged exemption. Any violation of ❑II certify that in the performance of the work for which this permit is issued,I shall
Section 7031.5 by any applicant for a permit subjects the applicant to a civil not employ any person in any manner so as to become subject to the workers'
penalty of not more than five hundred dollars($500)): compensation Laws of California,and agree that if I should become subject to the
workers'compensation provisions of Section 3700 of the Labor Code,I shall
1, as owner of the property, forthwith comply with those provisions.
❑ or my employees with wages as their sole
compensation,will do the work,and the structure is not intended or offered for
\
tDate I lel.1 l O, Signature
sale(Section 7044,Business and Professions Code:The Contractors License \
Law does not apply to an owner of property who builds or improves thereon,
or who does such work himself or herself or through his or her own
employees,provided that such improvements ere not intended or offered for • WARNING: Failure to secure Workers'Compensation coverage is unlawful,
sale. If,however,the building or improvement is sold within one(1)year of and shall subject an employer to criminal penalties and civil fines up to one
completion,the owner-builder will have the burden of proving that he or she hundred thousand dollars($100,000),in addition to the cost of compensation,
did not build or improve for the purpose of sale). damages as provided for in Section 3706 of the Labor Code, interest, and
attomey's fees.
❑1, as owner of the property, am exclusively contracting with licensed — -
contractors to construct the project(Section 7044,Business and Professions
Code:The Contractors License Law does not apply to an owner of property CONSTRUCTION LENDING AGENCY
who builds or improves thereon,and who contracts for such projects with a I hereby affirm under penalty of perjury that there is a construction lending agency
contractor(s)licensed pursuant to the Contractors License Law). for the performance of the work for which this permit is issued (Section 3097,
Civil Code).
❑ I am exempt under Section 7044,Business and Professions Code,for this reason:
Lender's Name
Date Signature Lender's Address
IMPORTANT: APPLICATION IS HEREBY MADE TO THE BUILDING OFFICIAL FOR A PERMIT SUBJECT TO THE CONDITIONS AND
RESTRICTIONS SET FORTH ON THIS APPLICATION AND THE FOLLOWING:
1. The City's approved plans and permit inspection card must remain on the job site for use by City inspection personnel.
2. Final inspection of the work authorized by this permit is required.A Certificate of Occupancy must be obtained prior to use and occupancy of new buildings
and structures.
3. Per South Coast Air Quality Management District(AQMD)regulations,renovation and remodeling work that results in the removal,stripping,or altering
of asbestos containing materials requires an asbestos survey and removal prior to disturbing the asbestos.Please contact AQMD at(909) 396-2000 for
further information. f�J
Mame 1� a s.\'_s 4 _ r
PRI T NAME Title \' i
I certify that I have read this application and state that the above information is cor ect and that I am the owner or duly authorized agent of the owner.
I agree to comply with all City ordinances and State Laws relating to building construction. I hereby authorize representatives of the City of
Arcadia to enter upon the above-mentioned property for inspection purposes. `\ I l A r
Signature . V
Date l t q (.
\ \\\111
ov ARO.
° , �
..PLIFO�.�
✓ h May 16, 2019
n-.' .
w1/4 ""' Ch1 Nina Brentham
4... %• A+ Permit Services
lily°`4 1366 W. 9th Street
Upland, CA 91786
City of
SUBJECT: Minor Use Permit No. MUP 19-03 & Sign Architectural
Arcadia Design Review No. SADR 18-30
PROJECT ADDRESS: 102 E. Huntington Drive (dba: 76 & 7-11)
Development Dear Ms. Brentham:
Services The public comment period for Minor Use Permit No. MUP 19-03 & SADR
Department 18-30 ended on May 15, 2019. Staff did not receive any comments during
the public comment period. On May 16, 2019, the Development Services
Department conditionally approved the Minor Use Permit and Sign
Architectural Design Review to allow the installation of one (1) double-
Jason Kruckeberg sided electronic changeable monument sign and to reface the existing
Assistant City Manager/ canopy and gas dispenser signs at 102 E. Huntington Drive (dba: 76 & 7-
Development Services 11). The project is subject to the conditions of approval listed below.
Director
Pursuant to Development Code Section 9107.09.050, a Minor Use Permit
may be approved if all of the following findings can be made:
1. That the granting of such Minor Use Permit is consistent with the
comprehensive General Plan and any applicable specific plan.
2. That, subject to the granting of a Minor Use Permit, the use
proposed is allowed within the applicable zone and complies with
all other applicable provisions of the Development Code and
Municipal Code.
3. That the design, location, size, and operating characteristics of the
proposed activity will be compatible with the existing and future
land uses in the vicinity.
4. That the site is physically suitable in terms of its design, location,
shape, size, and operating characteristics of the proposed use in
order to accommodate the use, and all fences, landscaping,
loading, parking spaces, walls, yards, and other features required
to adjust the use with the land and uses in the neighborhood;
streets and highways are adequate in width and pavement type to
accommodate public an emergency vehicle (e.g., fire and medical)
access; public protection, and provisions of utilities.
240 West Huntington Drive
Post Office Box 60021
Arcadia,CA 91066-6021
(626)574-5415
(626)447-3309 Fax
www.ArcadiaCA.gov
MUP No. 19-03
102 E. Huntington Drive
5. That the site is physically suitable in terms of its design, location, shape, size,
and operating characteristics of the proposed use in order to accommodate the
use, and all fences, landscaping, loading, parking spaces, walls, yards, and other
features required to adjust the use with the land and uses in the neighborhood;
streets and highways are adequate in width and pavement type to accommodate
public and emergency vehicle (e.g., fire and medical) access; public protection,
and provisions of utilities.
6. That the type, density, and intensity of use proposed will not adversely affect the
public convenience, health, interest, safety, or general welfare, constitute a
nuisance, or be materially injurious to the improvements, persons, property, or
uses in the vicinity and zone in which the property is located.
Based on the information available, the approved project, as conditioned, satisfies all
the required findings necessary to grant a Minor Use Permit (refer to Attachment 1).
The proposed project qualifies as a Class 1 Categorical Exemption for the installation of
an on-premise sign, from the requirements of the California Environmental Quality Act
(CEQA) under Section 15311(a) of the CEQA Guidelines.
Conditions of Approval
1. The plans submitted to Building Services for permit issuance shall include the
following notes:
a. The proposed monument sign shall have a photometric sensor that will
adjust the intensity of the sign for daytime and nighttime viewing. The
nighttime intensity shall be limited to 0.3-foot candles (over ambient levels)
as measured at a height of five feet above the ground and a distance of
between 150 and 350 feet from the,sign under consideration, depending
on the size of the sign, and aimed at the sign.
b. The images shall change instantaneously, with no special effects or video.
c. Any form of moving, animated, scrolling, oscillating, or rotating images, or
any other design intended to attract attention through movement or the
semblance of movement on the whole or any part of the sign, or any other
method or device that suggests movement, is prohibited.
2. The 76 and 7-11 logo on the monument sign shall be pushed-through dimensional.
3. This Minor Use Permit may be periodically monitored to ensure that it is being
operated in a manner consistent with City regulations, these conditions of approval
and that the use is being operated in a manner, Which is not detrimental to the public
health, safety or welfare.
4. All City requirements regarding disabled access and facilities, occupancy limits,
building safety, health code compliance, emergency equipment, environmental
regulation compliance, and parking and site design shall be complied with by the
property owner/applicant to the satisfaction of the Building Official, City Engineer,
Planning & Community Development Administrator, Fire Marshal, and Public Works
Services Director, or their respective designees. The changes to the existing facility
MUP No. 19-03
102 E. Huntington Drive
are subject to building permits after having fully detailed plans submitted for plan
check review and approval by the aforementioned City officials.
5. Noncompliance with the plans, provisions and conditions of approval for MUP 19-03
& SADR 18-30 shall be grounds for immediate suspension or revocation of any
approvals.
6. The applicant shall defend, indemnify, and hold harmless the City of Arcadia and its
officials, officers, employees, and agents from and against any claim, action, or
proceeding against the City of Arcadia, its officials, officers, employees or agents to
attack, set aside, void, or annul any approval or conditional approval of the City of
Arcadia concerning this project and/or land use decision, including but not limited to
any approval or conditional approval of the City Council, Planning Commission, or
City Staff, which action is brought within the time period provided for in Government
Code Section 66499.37 or other provision of law applicable to this project or
- decision. The City shall promptly notify the applicant of any claim, action, or
proceeding concerning the project and/or land use decision and the City shall
cooperate fully in the defense of the matter. The City reserves the right, at its own
option, to choose its own attorney to represent the City, its officials, officers,
employees, and agents in the defense of the matter.
There is a ten (10) day appeal period for this application. To file an appeal, a completed
Appeal Application form must be submitted to the Community Development Division
along with a $600.00 appeal fee by 5:30 p.m. on Monday, May 27, 2019.
Approval of Minor Use Permit No. MUP 19-03\& SADR 18-30 shall not be of effect
unless the property owner and applicant have executed and filed the enclosed
Acceptance Form to indicate awareness and acceptance of these conditions of
approval. The Acceptance Form is due now and if it is not received by June 16, 2019,
this approval will become null and void.
This approval shall expire in one year (May 28, 2020) from the effective date unless
plans are submitted to Building Services for plan-check, a building permit is issued and
the construction is diligently pursued, a certificate of occupancy has been issued, or the
approval is renewed. The final plans must be consistent with the approved plans and
any conditions of approval. Any inconsistency from the approved plans may preclude
the issuance of a building permit.
An extension may be granted by the Development Services Director or designee, or the
Review Authority that approved the project for a maximum period of one (1) year from
the initial expiration date. An extension can only be granted if the required findings can
be made. Please note 'that acceptance of an extension request does not indicate
approval of an extension.
A building permit and inspection may be required for construction activity. Please
contact Building Services at (626) 574-5416 to determine the type of documentation and
permits needed.
MUP No. 19-03
102 E. Huntington Drive
You may visit the City's website at www.ArcadiaCA.gov/noticesanddecisions to view
this letter. If you have any questions regarding this approval, please contact me at (626)
574-5442 or by email at Itorrico@ArcadiaCA.gov. Thank you.
Sincerely,
DEV, OPMENT SERVICES DEPARTMENT
•
(Øenior
is Torrico
PlannerAttachment: Minor Use Permit— Findings for Approval
Approved Plans
Acceptance Form
c: Arcadia Investment Holdings, Property Owner
Lisa Flores, Planning & Community Development Administrator
MUP No. 19-03
102 E. Huntington Drive
Attachment 1:
Required Findings for Approval of a Minor Use Permit Pursuant to
Development Code Section 9107.09.050
} FINDINGS YS NO
r C"in
1. That the granting of such Minor Use Permit is consistent with ® ❑
the comprehensive General Plan and any applicable specific plan.
The proposed installation of one (1) double-sided electronic
changeable monument sign and re-facing of the existing canopy
and gas dispenser signs for an existing gas station and
convenience store will be compatible with the Commercial land
use designation of the subject site. An existing monument sign will
be replaced with a new electronic changeable monument sign,
which will provide an improvement to the site and will augment a
neighborhood-serving commercial use. In addition, the use will not
t adversely affect the comprehensive General Plan or any
applicable specific plan. _
2. That, subject to the granting of a Minor Use Permit, the use ® 0
proposed is allowed within the applicable zone and complies with
all other applicable provisions of the Development Code and
Municipal Code.
The zoning of the site is Central Business District (CBD) and the
Arcadia Development Code Section 9103.11.070 allows electronic
changeable monument signs subject to approval of a Minor Use
Permit. Therefore, the proposed use will be in compliance all
applicable provisions of the Development and Municipal Code.
3. That the design, location, size, and operating characteristics of ® 0
the proposed activity will be compatible with the existing and future
land uses in the vicinity.
The proposed electronic changeable monument sign will be
installed at an existing gas station and convenience store site. The
monument sign will replace an existing monument sign and will be
designed to be in compliance with the development standards of
the subject zone and will be compatible with other signs in the
vicinity.
4. That the site is physically suitable in terms of its design, �� ❑
location, shape, size, and operating characteristics of the
proposed use in order to accommodate the use, and all fences,
landscaping, loading, parking spaces, walls, yards, and other
. REREVERENCE ENGINEERI
STRUCTURAL ENGINEERING SERVICES NG
STRUCTURAL CALCULATIONS
for
76 Monument
at
102 E Huntington Dr
Arcadia, CA
Prepared for:
Sign Development
Package Type: Project It
Initial Submittal 1906029
DESIGN SPECIFICATIONS DESIGN LOADS
1 California Building Code(CBC)2016 ::Wind:: V u- 110 mph
2 ASCE 7-10:Minimum Design Loads for Buildings and Other Structures Exposure: C Vaal= 85 mph
3 ACI 318-14:Building Code Requirements for Structural Concrete ::Ground Snow Load:: Pe= 0 psf
4 ANSI/AISC 360-10:Specification for Structural Steel Buildings ::Seismic::
SDC: E Site Class: D
Ss= 2.516 g SMs= 2.516 g
= 0.957 g SM1= 1.436 g
Fa= 1.000 - Sos= 1.677 g
F°= 1.500 - Sol= 0.957 g
11= 8 sec
sire
spiff:
6-17-2019
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•
Project#: 76 Monumentn C REVERENCE
1906029 C ENGINEERING
102E Huntington Dr,Arcadia,CA
WIND LOADS ON OTHER STRUCTURES AND BUILDING APPURTENANCES PER CHAPTER 29
DESIGN WIND LOADS-SOLID SIGNS(SEC i ION 29.5)
V= 110 mph Basic Wind Speed sm= 1 - Cabinent to Overall Height Ratio Exposure Category: Q
h= 8 ft Average Height B/s= 1.656- Cabinent Width to Height Ratio
s= 8 ft Vertical sign dimension zy= 900 ft Terrain Exposure Constant[Table 26.9-1]
B= 13.25 ft Horizontal sign dimension a= 9.5- Terrain Exposure Constant[Table 26.9-1]
E= 100% - Solid to Gross Area Ratio(porosity) K. = 0.85 Directionality Factor[Table 26.6-1]
FoS= 10% - Add'I.FoS applied to p1 K„= 1 Topographic Factor[26.8.2]
IF two poles,spacing: 0 ft [0 for one pole] G= 0.85- Gust Effect Factor[26.9.1]
0.28= 2.65 ft Case B Offset
Distribution Factor. 1 - (Fraction of sign load that must be attributed to each pole,if more than one is present)
Figure 29.4-1 Cr Cases A88
Aspect Ratio Bls
s/h 0.05 0.1 0.2 0.5 1 - 2 4 5 10 20 30 45 INTERPOLATION
1.00 1.80 1.70 1.65 '
1.55. ' 1.45 ,1.40 1.35 '' 1:35. 1.30 1.30 1.30 1:30 . 1' 1.656 2
0.90 1.85 1.75 1.70 1.60: 1.55 1.50 145 1.45 1.40 1.40 t40 1.40 1 ; 1.45! 1'42 1.40
0.70 1.90 1.85 1.75 1.70 1.65. 1.60 1.60 1.55 1.55 1.55 1.55 1.55 1 142
0.50 1.95 1.85 1.80 1.75 1.75 1.70. 1.70 1.70 1.70 1.70 1.70 1.75 0.90 1:55, 1.52 1.50
0.30 1.95 1.90 1.85 1.80 1'.80,. 1.80; 1.80 1.80 1.80 1.85 1.85 1.85 C,= 1.417-
0.20 1.95 1.90 1.85 1.80 t80 - 1.80 1.80 1.80 1.85 1.90 1.90 1.95 Force Coefficient[Figure 29.4-1]
0.16 1.95 1.90 1.85 1.85 r 1.80 1.80 1.85 1.85 1.85 1.90 1.90 1.95
h= Cumulative Height to top of section Ki=Velocity Pressure Exposure Coefficient [Table 29.3-1]
z= Centroid of Section Height 9n=Velocity Pressure(psf) q,= 0.00256*Kd*Kz*Kn*V2 [Eqn 27.3-1]
p= Design Wnd Pressure(psf) p=qh*G*C, [Eqn 29.4-1]
SIGN BUILD
FORCE is PER POLE and reflects distribution per Case B to applicable components
oh Width Cant. CAB? h z K� q: P= AF F° M, T, Mui M z
(ft) (ft) (f) (ft) (psf) (psf) (sgft) (kip) (k-ft) (k-ft)
H 1 13.25 ' 1.0 0.5 0.849 22.35 29.62 13.3 0.4 0.2 1.0
2 6.667 13.25 7.7 4.333 0.849 22.35 29.62 88.3 2.6 113 6.9 - ! _
3 0.333 13.75 8.0 7.833 0.849 22.35 29.62 4.6 0.1 1.1 0.4
5
7
8 -
9 _
_- - -I --
11 I
, - - .
13
14 . - -
15 -- .:. . ._.._ ---
16 - -
17 -
18 •
19
20
H= 8 ft Overall height Check 3.1 12.6 8.3 0.0 0.0
kip kip-ft kip-ft kip-ft kip-ft
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Project#:
76 Monument
C REVERENCE
1906029 102 E Huntington Dr,Arcadia,CA f� C ENGINEERING
SPLICE(OR SECTION)LOADS
Moments include an additional 10%per 29.4-1 if s/h=1
Splice h Index- h- w+ h+ p+ Ar Fe z V(kip) M(k-ft) T(k-ft)
(ft) (ft) (ft) (ft) (psf) (sgft) (kip) (ft)
1 1.177 1 1 13.25 7.667 29.62 85.99 2.55 3.24 2.682 9.257 7.122
2
3 -
4
I GRADE I 3.144 I 13.856 I 8.346
CAST-IN-PLACE PIER DESIGN Primary
b= 2 ft Footing diameter' Soil Class:
Me= 13.86'k-ft Moment at grade Vu=gmk Shear at grade w= 1.3 Per BC 1605.3.2
Ms= 8.313 k-ft Service M(0.6*Mel Ve= 1.887 k Service V(0.6'Vel P= 2453 lb Lateral Wind Force
s= 100 psf/ft Lateral Bearing per BC Table 1806.2
s'= 267 psf/ft Increased per IBC 1806.1&1806.3.4
ITERATION PER BC 1807.3.2.1 DESIGN RESULTS
h= 441 ft S1= 650.5 Psi MIN.PIER DEPTH: 7 ft and 4 in Ratio
d= 7.309 ft A= 4.411 ft MIN.PIER DIAMETER': 2 ft and 0 in 3.666666667
*Also refers to diagonal of a square or rectangle
MEMBER SELECTION STAGE: 1 LRFD DESIGN
Me= 13.86 k-ft Te= 8.35 k-ft 9= 0.9 Fy= 46 ksi
Section Type: SquareHSS Ve= 3.14 kip L= 1.177 ft = 14.13 in req= 4.016 41
3
N o Section Name Z PMe IpVn (PIe Combined
H
w
O z (in) (k-ft) D/C Check (kip) D/C Check (k-ft) D/C Check D/C Check
Jisi HSS5X5X118 4.07 14.04 0.987 OK! 26.8 0.117 OK 11.44 0.729 OK! 1.704 N.G.
co
0 Section Name Z rpM„ rpV, 9T„ Combined
(X) 2 w z HSS5X5X114 Gni) (k-it) D/C Check (kip) D/C Check (k-ft) D/C Check D/C Check
m m 7.61 26.25 0.528 OKI 49.77 0.063 OK! 21.82 0.383 OK! 0.726 OKI
MEMBER SELECTION STAGE: 2
M0= 9.26- k-ft Tu= 7.12 k-ft rp= 0.9 Fy= 46 ksi
. Section Type: SquareHSS V„= 2.68 kip L= 6.823 ft = 81.88 in 2,req= 2.683 in3
Nr 0 Section Name Z rpMe TVs TT, Combined
j ug w z HSS3-112X3.112X3!16 (in3) (k-ft) DIC Check (kip) D/C Check (k-ft) DIC Check D/C Check
J N 2.76 9.522 0.972 OK! 25.76 0.104 OKI 7.927 0.898 OK! L977 KG.
o Section Name Z rpM, 9Ve @T„ Combined
(X) 2 w z (in3) (k-ft) D/C Check (kip) DIC Check (k-ft) D/C Check 0/C Check
HSS5X5X114
7.61 26.25 0.353 OKI 49.77 0.054 OKI 21.82 0.326 OKI 0.497 OK!
co
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Project#: 76 Monument RE REVERENCE
1906029 102 E Huntington Dr,Arcadia,CA C ENGINEERING
STEEL PLATE SQUARE POST,SQUARE PLATE UNIAXIAL BENDING MATCH PLATES
Moi= 9.257 k-ft Design Moment TA,,,1= 13.89 kip Group Tension Fy= 36 ksi Plate Yield
b= 10.5 in Plate width M„,= 20.83 k-in Plate Moment t= 0.75 in Plate thickness
edge= 1.25 in Bolt Edge Distance Z= 0.773 in3 Plastic Section Modulus n= 2 - #T fasteners
d= 5 in Tube Depth M,= 27.84 k-in Nominal Yield Moment
sb= 8 in Fastener spacing qq,= 0.9- Strength Reduction Factor
arm= 1.5 in Plate Bending Ami WMi= 25.06 k-in Yield Moment Capacity
bar=1tin Bending Width Override Fastener T,= 6.9 kikfinii
ben= 5.5 in Effective Bending Width D/C: 0.831 OK x.6= 4.2 kip(o)
ASTM A307 THRU-BOLT CHECK MATCH PLATE BOLTS
p 0.75 - Strength Reduction Factor
T,= 6.9 kip Fastener Tension Fe= 58 ksi (Pt= 14.41 kip Tensile Rupture Capacity
v,= 1.3412 kip Fastener Shear Fn,= 43.5 ksi DIG: 0.482 OK
dbou= 0.75 in Bolt diameter Fe,= 26.1 ksi q3V,= 8.648 kip Shear Rupture Capacity
Abort 0.4418 in2 Area of Bolt DIC: 0.155 OK
f, 3.0358 ksi Required Shear Stress NRo= 14.41 kip Combined Rupture Capacity
Fpm 43.5 ksi Modified Nominal Tensile Stress DIC: 0.482 OK
• STAINLESS STEEL BOLT CHECK. MATCH PLATE BOLTS
p 0.75- Strength Reduction Factor
T,= 6.9 kip Fastener Tension F,= 75 ksi WT„= 18.64 kip Tensile Rupture Capacity
Vo= 1.3412 kip Fastener Shear F,,,= 56.25 ksi D/C: 0.373 OK
db,„= 0.75 in Bolt diameter F,„= 33.75 ksi pV,= 11.18 kip Shear Rupture Capacity
Aka 0.4418 in' Area of Bolt DIC: 0.12 OK
f, 3.0358 ksi Required Shear Stress WRn= 18.64 kip Combined Rupture Capacity
F',, 56.3'ksi Modified Nominal Tensile Stress D/C: 0.373 OK
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• t
Project#: 76 Monument
REVERENCE
D` E
1906029 ' ENGINEERING
102E Huntington Dr,Arcadia,CA
SEISMIC ANALYSIS FOR NON-BUILDING STRUCTURES NOT SIMILAR TO BUILDINGS REF:ASCE CHAPTER 15
USGS REPORT: Risk Category: II ASCE 7-10 Table 1.5-1
Ss 2.516 of g Short Period Spectral Acceleration I, 1 - ASCE 7-10 Table 1,5-2 per 15.4.1.1
S, 0.957 of g 1-sec Period Spectral Acceleration = 8 ft Structural height
F, 1 - Site Coefficient w= 15 psf Assumed Seismic Weight(conservative)
F, 1.5 - Site Coefficient TABLE 15-4.2:
Tt= 8 sec Long-Period Transition Period R= - Response Modification Coefficient for
ASCE 7-10 Figure 22-12 Signs and Billboards
EQUIVALENT LATERAL FORCE PROCEDURE PER ASCE 12.8 PER 15.1.3
Sus= 2.52- Spectral Response Acceleration Parameter [Eqn 11.4-1]
Su,= 1.44- Spectral Response Acceleration Parameter [Eqn 11.4-2]
Sos= 1.68- Design Spectral Acceleration Parameter [Eqn 11.4-3]
SDI= 0.96- Design Spectral Acceleration Parameter [Eqn 11.4-4]
x= 0.75- Period Parameter [Table 12.8-2]
Ci= 0.02- Period Parameter [Table 12.8-2]
Ts= 0.10 sec Approximate Fundamental Period [Eqn 12.8-7]
CALCULATION OF SEISMIC RESPONSE COEFFICIENTS PER ASCE 7-1012.8.1.1
= 0.559- Seismic Response Coefficient [Eqn 12.8-2]
Vs= 3.353- upper omit for i s ii [Applicable] [Eqn 12.8-3]
Cs= 282- Upper limit for T>Tr. [N/A] [Eqn 12.8-4]
Ls= 3.353- Applicable Upper limit
�s= 0.074- Lower limit [Eqn 15.4-1]
Cs= 0.255- Lower limit for S,>-0.6g [Applicable] [Eqn 15.4-2]
Cs= 0.255- Applicable Lower limit
C,= 0.559 Seismic Response Coefficient(Strength Design)
SIGN BUILD Weight Overrides
oh Width W w w h z W Fu M,
(ft) (ft) (lb) (pl0 (psf) (ft) (ft) (Ib) (kip) (k-ft)
1 1.0 13.3 _ 1 0.5 198.8 111.1 55.56 Seismic Load:
2 6.7 13.3 7.667 4.333 1325 740.8 3210 Base Bending Moment: 3.6 k-ft
3 0.3 13.8 8 7.833 68.75 38.44 301.1 Base Shear: 0.89 kip
4 - 8 8 0 0 0 WIND GOVERNS
5 8 8 0 0 0
6 8 8 0 0 0 Overstrength for Signs: ❑= 2.5
7 8 8 0 0 0 Base Bending Moment: 8.9 k-ft
8 8 8 0 0 0 Base Shear 2.226 kip
9 8 8 0 0 0 WIND GOVERNS
10 _ 8 8 0 0 0
11l _- - 8 8 0 0 0 For Post-Installed Anchors(0.75)per 17.2.3.4.4:
•
12 8 8 0 0 0 (as applicable only)
13 8 8 0 0 0 Base Bending Moment 11.9 k-ft
14 8 8 0 0 0 Base Shear: 3.0 kip
15 8 8 0 0 0 WIND GOVERNS
16 8 8 0 0 0
17 8 8 0 0 0
18 8 8 0 0 0
19 8 8 0 0 0
20 8 8 0 0 0
H= 8 ft Overallheight check
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