B-2016-2169CITY OF CUPERTINO BUILDING PERMIT
BUILDING ADDRESS: CONTRACTOR: PERMIT -NO: B-2016-2169
19319 STEVENS CREEK BLVD CUPERTINO, CA 95014 (316 20 113) ADIMPACT
CORPORATE
SIGNAGE
IRVINE, CA 92606
OWNER'S NAME: MAIN STREET CUPERTINO AGGREGATOR LLC
OWNER'S PHONE: 408-777-3081
LICENSED CONTRAC'TOR'S D (`I ARATION
License Class C-45 Lic. #490124
ContractorAD1MPACT CORPORATE SIGNAGE Date 06/30/2016
I hereby affirm that I am licensed under the provisions of Chapter 9 (commencing
with Section 7000) of Division 3 of the Business & Professions Code and that my
license is in full force and effect.
I hereby affirm under penalty of perjury one of the following two declarations:
m. I have and will maintain a certificate of consent to self -insure for Worker's
Compensation, as provided for by Section 3700 of the Labor Code, for the
performance of the work for which this permit is issued.
I have and will maintain Worker's Compensation Insurance, as provided for by
Section 3700 of the Labor Code, for the performance of the work for which this
permit is issued.
APPLICANT CERTIFICATION
certify that I have read this application and state that the above
information is correct. I agree to comply with all city and county ordinances
and state laws relating to building construction, and hereby authorize
representatives of this city to enter upon the above mentioned"property"for
inspection purposes. (We) agree to save indemnify and keep harmless the
City of Cupertino against liabilities, judgments, costs,. and expenses which
may accrue against said City in consequence of the granting of this permit.
Additionally, the applicant understands and wilt comply with all non -point
source regulations per the Cupertino Municipal Code, Section 9.18.
Date 6/2012016
I hereby affirm that I am exempt from the Contractor's License Law for one of the
following two reasons:
m. I, as owner of the property, or my employees with wages as their sole
compensation, will do the work, and the structure is not intended or offered for
sale (See.7044, Business & Professions Code)
2. I, as owner of the property, am exclusively contracting with licensed
contractors to construct the project (Sec.7044, Business & Professions Code).
I hereby affirm under penalty of perjury one of the following three declarations:
m. I have and will maintain a Certificate of Consent to self -insure for Worker's
Compensation, as provided for by Section 3700 of the Labor Code, for the
performance of the work for which this permit is issued.
2. I have and will maintain Worker's Compensation Insurance, as provided for by
Section 3700 of the Labor Code, for the performance of the work for which this
permit is issued.
s. I certify that in the performance of the work for which this permit is issued, I
shall not employ any person in any manner so as to become subject to the
Worker's Compensation laws of California. If, after making this certificate of
exemption, I become subject to the Worker's Compensation provisions of the
Labor Code, I must forthwith comply with such provisions or this permit shall
be deemed revoked.
APPLICANT CERTIFICATION
I certify that I have read this application and state that the above information is
correct. I agree to comply with all city and county ordinances and state laws
relating to building construction, and hereby authorize representatives of this city
to enter upon the above-mentioned property for inspection purposes. (We) agree
to save indemnify and keep harmless the City of Cupertino against liabilities,
judgments, costs, and expenses which may accrue against said City in
consequence of the granting of this permit. Additionally, the applicant understands
and will comply with all non -point source regulations per the Cupertino Municipal
Code, Section 9.18.
Date 6/20/2016
DATE ISSUED: 06/21/2016
PHONE NO: (949) 476-0015
BUILDING PERMIT INFO:
X BLDG —ELECT —PLUMB
_ 1VIECH _ RESIDENTLAL X COMMERCIAL
JOB DESCRIPTION:
INSTALL 1 NON ILLUMINATED MONUMENT SIGN - APPLE
Sq. Ft Floor Area:
$5000.00
APN Number:I Occupancy Type:
316 20 113
PERMIT EXPIRES IF WORK IS NOT STARTED
WITHIN 180 DAYS OF PERMIT ISSUANCE OR
180 DAYS FROM LAST CALLED INSPECTION.
Issued by: AbbyAende
Date: 06/21/2016 . A Olkltmvi
I. t b
RE -ROOFS:
All roofs shall be inspected prior to any roofing material being installed. If a roof is
installed without first obtaining an inspection, I agree to remove all new materials for
inspection.
Signature ofApplicant:,
Date: 6/20/201
ALL ROOF COVERINGS TO BE CLASS "A" OR BETTER
HAZARDOUS MATERIALS DISCLOSURE
I have read the hazardous materials requirements under Chapter 6.95 of the
California Health & Safety Code, Sections 25505, 25533, and 25534. I win
maintain compliance with the Cupertino Municipal Code, Chapter 9.12 and the
Health & Safety Code, Section 25532(a) should I store or handle hazardous
material. Additionally, should I use equipment or devices which emit hazardous
air contaminants as defined by the Bay Area Air Quality Management District I
will maintain compliance with the Cupertino Municipal Code, Chapter 9.12 and
the Health & Safety Code, Sections 25505, 25 33, and 25534.
Owner or authorized ag
pate:6/20/2016 i
O TR N L IN AGENCY
1 hereby affirm that there is a construction lending agency for the performance
of work's for which this permit is issued (Sec. 3097, Civ C.)
Lender's Name
Lender's Address
ARCHITECT'S DECLARATION
I understand my plans shall be used as public records.
Licensed
SIGN PERMIT APPLICATION
COMMUNITY DEVELOPMENT DEPARTMENT - BUILDING DIVISION
10300 TORRE AVENUE - CUPERTINO, CA 95014-3255
(408) 777-3228 - FAX (408) 777-3333 e buildingQcupertina.clrg
PROJECTADDRESS L
f s
APN# /� - 'Z')^ i
<ONE
OVJhN�R AME
E-�L
STREET DRESS p/
ge
CITY, T TEr��P j n n, /
FAX
CONTACT NAME
PHONE
E-MAIL
STREETADDRESS
CITY, STATE ZIP
FAX
❑ OWNER ❑ OWNERBUIIDER 0 OWNERAGENT ❑ CONTRACTOR ❑ CONTRACTOR AGENT ❑ ARCHITECT ❑ENGINEER ❑ DEVELOPER ❑ TENANT
CONTRA OR NAME/
G,r%��1�1�
LICENSE NUMBER
LICENSE TYPE
BUS. LIC 9
2- 3-71
COMPANY NAME
E-MAIL
FAX
STREET ADDRESS
e72A-
CITY, STATE, I�S/7
H
o
/ �
ARCHITECTIENGINEER NAME
LICENSE NUMBER
BUS. LTC #
COMPANY NAME
E-MAIL
FAX
STREET ADDRESS
CITY", STATE, ZIP
PHONE
DESCRIPTION OF WORK .�
USE OF ❑ SFD or Duplex ❑ Multi -Family
STRUCTURE: ommercial
ILLUMINATED
(YIN)
SIGN TYPE
(CODE)
NO. OF
SIGNS
SIGN AREA
(std. Fr.)
VALUATION
4�>.
SIGN TYPE CODES:
B - BANNER SIGN M - MONUMENT (GROUND) SIGN
BL - BLADE SIGN P - PROJECTING SIGN
D - DEVELOPMENT ID SIGN SP - SPECIAL EVENT BANNER
DI - DIRECTIONAL SIGN T - TEMPORARY
E - ELECTRONIC W - WALL SIGN
READERBOARD WI - WINDOW SIGN
I
�{
`�
j (0) 60 .
RECEIVED BY:
OMA PhIjd&
TOT &L A ON:
91
Sy my signature below, I certify to each of the following: I am the property owner or authorized a ent to Ict on the property owner's behalf. I have read this
application and the information I have provided jj,.CaFect. I have read the Description of Work and verify it is accurate. I agree to comply with all applicable local
ordinances and state laws relating to buildin n ction. I uthonze representatives of Cupertino to enter the above -identified property for inspection purposes.
Signature of Applicant/Agent:Date: 20 l�
ZeZ—
SUPPLEMIENTAI&ORMATION REQUIRED
Site Plan
_ Elevations
_ Sign Details - including UL listing(s) applicable
Structural Calculations (if applicable)
Copy of Planning Approval Letter or Meeting with Planning prior to
submittal of Building Permit application.
OFFICE USE ONLY
PLAN CHECK TYPE
ROUTING SLIP
❑ OVER-THE-COUNTER.
❑ E%PRESS
❑ SrANDARD
171 LARGE
❑ IdLA,/oR
❑ BUILDING PLAN REVIEW
❑ PLANNING PLANREVIEW
❑ OTHER:
SignApp 2011.doc revised 03131/11
Cupertino Campus
MR
OA1
-3
yl DATE
BE
�.APPLE -VALLCO PARKWAY THREE
0 1. SCALE
n SI wnStevensCreek
3(ADDRESS ,F lvl PR
My BE
00
Cupertino. CA 95014
Ull 01*MUU 80'0 & @8 92MI
20-011 k,% 1710.IG "N22
VICINITY MAP ", `.-,c;;;,
PROPOSED MONUMENT LOCATION
Jq<4cop \
SIGN LOCATION' DETAIL W/ SIGHT TRIANGLE DATA
1"=50'
PROPOSED CONDITIONS
EXISTING CONDITIONS
Val lco Parkway Three - DIF Monument sign
111=11.01,
Specifications:
Form and pour new footing with support post, base and mow strip.
Natural concrete, trowel square corners and smooth plaster finish.
Install new non -illuminated dual segmented PVC "Sintra"
constructed body painted to match program white, automotive gloss
finish. Bullnose edges and corners, 1/4" deep routed channel,
seamless in appearance.
New vinyl address copy applied per program on both faces for D/F
exposure. Appliques supplied byAdlmpact.
Logo: Custom "Purple" (by Adimpact)
Copy: Match gray PMS 429 3M #3630-51 Gray (by Adimpact )
Body: 314" thick PVC, PTM PPG "Winter White" 90138, smooth
automotive gloss finish.
Engineering, per separate attachment.
} DATE
04/07/16
APPLE - VALLCO PARKWAY THREE
I SCALE
(ADDRESS
-n Shown
, f 19339 Stevens Creek Blvd.
F�
SRANCN Rte^
!'COY/STATE �.�•-..tea..-- ...,:._..v-��-. _�..�
eo IJ
-,
Cuoerhno. CA 95014
IaTg' a
L "mow M
IN$ ulllfqll 8 Stu
9a 3 ^s YD f
11
tees o' U 1--1-�
d7 7 3 f}5 91 F`f j 5 v d x i FrtS A It dfl:3 b5p fl 0
301`3 dfd # 1.,¢T gg E,I �+
_2. E, F ani 24111 -CMI f;m 1710 m ri £:`32E
8.
.625" R
SIDE VIEW
2 - 2'X.25" DIA.
SELF -TAPPING
COUNTERSUN
STAINLESS ST
FASTENERS,
TYP. 2 PLCS.
(NOTE: TAP -T
.25" THICK PVC
PLATE - 43.5" Y
SEAL EDGES "
PAINTABLE SILI
GLUE TO TOP C
"LOWER" CAB.
.5" THICK PVC
PLATE - 44"X 7
SEAL EDGES W
PAINTABLE SILT
GLUE TO BOTTi
"LOWER" CAB.
x____.._18" -Dia. __--,y _i
DIF S/F MONUENT SIGN
3/4"=V-0"
'X.25" DIA. FASTENERS
JOTS: TAP -7-BAR INFIELD)
3"X.25"
!EL SQ. TUBE -
3AR
DIA.
THREAD FASTENER
2 PLCS.
THICK PVC
DIA. X 4" LG.
STL. OR NON -RUST
IDS (2 TYR). SET INTO
JCRETE AT POUR.
3ED 3" FOR V EXPOSED.
JCRETE PEDESTAL
JCRETE MOW STRIP
6" CONTINUOUS I
si
.25"x.1875-1
15. R
BULLNOSE
ROUTED EDGE
AND CORNER
-----------
PVC MAIL
,75" THICK
CORNER - END (a). TOP DETAIL
to
FIG 3.0
.219" DIA. HOLE
THRU, TYR -------
2 PLCS.
TOP VIEW LOWER CABINET
.26" APPLY PAINTABLE SILICONE TO EDGE
I U
GLUE TO TOP OF LOWER CAB
FRONT/END VIEW LOWER CABINET
FIG 4.0
ROUND
OFF
CORNERS,
4 PLCS.
® .75'
CENTER
2 POST
FRONT VIEW - BRACE TOP VIEW -'BRACE
PVC MATERIAL — GLUE SEAM, FASTEN WITH
COUNTERSUNK FASTENERS (2 PLC. MIN.) IN FIELD.
FIG 4.1 QUANTITY. TWO (2) PER SIGN
THRU, YR
2 PLCS.
.5" SINTRA PLATE / REVEAL
BOTTOM VIEW LOWER CABINET
GLUE TO BOTTOM OF LOWER CAB ------
—A
APPLY PAINTABLE SILICONE TO EDGE
BOTTOM/END VIEW OF LOWER CABINET
FIG 5.0
in
CENTER'
ST
46�
GLUE JOINT .-----A
75
P-1
COUNTERSUNK
2.25"
75 I
FASTENER THRU
LOWER CAB LIP AND
BOTTOM REVEAL —
—7—
IN FIELD
END
VIEW - BRACE
3" =1'-O"
in
FIG 6.0.
FIG 7.0
2.75"
15.75" 15.75"
--- --------- ------ - -
(NOTE. TAP T- BAR INFIELD)
TOP VIEW 3"X3"XI14" STEEL SUPPORT
314"=I' -O"
PRE-DRILL.25"DIA. HOLES THRU WITH
CHAMFER FOR COUNTERSUNK
FASTENERS (TYR 2 PLCS.)
43.5"
EQ.
UPPER CABINET MP VIEW
75.,T
CAP FRONT/END VIEW
314"=l' -O"
---------- --------
APRON I MOWSTRIP MAY VARY W/ GRADE CONDITIONS
6- 2TY5 - 45" BASE -- 6-
T 18" DIA, POSTHOLE
20" TYR
HORIZ. @
INE
T.
3.
#3 REBAR HORIZ. @
CENTERLINE 2 PLCS.,
=Aru cine I .. —
#3 REBAR HORIZ. @
CENTERLINE
TOP VIEW
END VIEW
#3 REBAR VERT. @
10" D.C., 2 PLCS.
V =V-0"
. .....
ao
><
.25DIA. X4"
THREAD
40"
STAINLESS STEEL
TOP VIEW FOOTING/BASE
STUD, EMBED 3"
FIG 8.0
1. =1,-0„
AT POUR -TYR2 PLCS
HORIZ. @
INE
T.
3.
#3 REBAR HORIZ. @
CENTERLINE 2 PLCS.,
=Aru cine I .. —
#3 REBAR HORIZ. @
CENTERLINE
TOP VIEW
END VIEW
#3 REBAR VERT. @
10" D.C., 2 PLCS.
V =V-0"
I � PROJECT NAME
OATS � DESIGN NUMBER I { NO� BATE � REVISWN �"`. ".` ' .'." """"" "".• .' " •. ` "•, •"':: ^'—'
m i i —¢t s 06N4116 ADD ART FROM MARCOM � F F r N id p
04!07!16 �( APPLE VALLCO PARKWAY THREE Y _ „ ns3 a rsy c: .
06/15/16 SHOw51GHTTf21ANGLEPERCITYREG Ps f
O m�� SCALE a�ADOREbB y PROJECT MANAGER Yy I'
�'n Shown 19339 Stevens Creek Blvd + � n.....,.a ..„ a....,,,v .,,„_.,_.,,71,
SfBRANCHMI �CRY/STATE jOESiGNER ...vz._ �..... I ,.,.„r.. .. >.. �,...... .<.' .,.....v.>:.»R.....,: .,..,�...z I G'1 3 L7b i�7 FF �.
_. t_L w ca r t r d7 R t7�k3 ✓Z�;r' a�Sd6G �' '� d i u:C,}',;?;F+;1�
t 611 avrz F71VO 24'14, 122
,� I• s L Cupertino CA 96014 m
26 Inn YNE MIILLSP $NEETTfRE:
25379 WAYNE MILLS PL SUITE272
VALENCIA, CA .91355
3,_9"
Ij
CABINET' I SrL SQ. HSS 31G1x114�'r
ELEVATION
N.T.S.
Sign Design Based on 2013 CEIC
(2) #3 RESAR HORIZ. @
—��
# __ IJTS 70915 J
Zect ..Apple bbnument
CENTERLINE, TYP.
JbbLocation 707 WryAwnue J
10" 6" CONC.
SbmmNaR,
PEDESTAL
6"
STEEL
lINPUTDATA
• SIGN DESIGN IS BASED ON ADEQUATE E%ISTING SUPPORT ELEMENTS.
F�{wsure eategdry(B,CorD, _j.. I C ' I
Risk Calego��_
Basicwinds etl 3sec, ustwinIt i
3" CONC.
MOWSTRIP
I 1 lFlat I L
Heightefthe sign I III =
1 6.83 111 1
Vertical dimension(forwall, s=h) 1 91
1 683 Ift III
Horizontaidimensio 81 -
1 3;75 Ift i
(2) #3 REBAR VERT. @
0.67 Ift
9 10" O.C., TYP.
1
t, CONSOLIDATED
c
CONC., V2500psi
BEARINGTYPE CONNECTION REINFORCINGREBAR: ASTM.AGIS GRADE
q 000256)�Ky14jV� = 6298 psf
ELEVATION
N.T.S.
Sign Design Based on 2013 CEIC
—��
# __ IJTS 70915 J
Zect ..Apple bbnument
JbbLocation 707 WryAwnue J
i
SbmmNaR,
GENERAL:
( 1
STEEL
lINPUTDATA
• SIGN DESIGN IS BASED ON ADEQUATE E%ISTING SUPPORT ELEMENTS.
F�{wsure eategdry(B,CorD, _j.. I C ' I
Risk Calego��_
Basicwinds etl 3sec, ustwinIt i
Topographicfacter I -
I 1 lFlat I L
Heightefthe sign I III =
1 6.83 111 1
Vertical dimension(forwall, s=h) 1 91
1 683 Ift III
Horizontaidimensio 81 -
1 3;75 Ift i
pimensionofietum comer �. _ Lr -
0.67 Ift
ISOLATION DISSIMILAR MATERIALS.
PROVIDEALUMINUTI
1
ANALYSIS
CONCRETE MUST IE POURED AGAINST UNDISTURBED
EARTH,
VeT tessure I
BEARINGTYPE CONNECTION REINFORCINGREBAR: ASTM.AGIS GRADE
q 000256)�Ky14jV� = 6298 psf
MAINTAIN A MINIMUM
where
60 DEFORMED BARS
q veJ city pressomatheighth (Eq.29S-1, page 307)
S"CONCRETE COVER. OVER ALL
EMBEDDEDSTEEL '
K, '-W.. typr- ureexpeu.—fficieht
ALUMINUM:
evaluatedatheightahor2ground
Ka_wlnddlreceonalityfacfor..(Teb.2fi.6-i, paga:250)
= 1085 1^
_
,
Wind Force Case A:result"'le cetbo NtFla eometrM
Maxhodamial wind pressure=p-gi,GCr=.
enter (Sea.2941&Fi .2941)
29.3 psf 11
whoW G=gust.effect fector. (Seo.26.9, page 254).
0.86
Cr-netforce coefficient. (Fig. 29.4-1, page 311)-
194
_A,=Bs=lhe:gress aria
_
= j 25.Bfft
IDESIGNS MMARY
• HEX CAP SCREWS, AND STWSASTM F460•NUTS:ASTM F467
Allowable Stress Design Wind Factor =1 0.6
,Design Wind PL'esatte =X p = 117,686,
benign Wlndforcc,F= 17S8XAs=
j A4entamrm=
(Design Moment =Fxmomentarm=
F6ofincl Desi n Noneonstmiadd
Dlameter= I I 1.50 FT f
Soil Pressure = 100.00 PSF/FT
S{- I 12M331PSF
0.45 ki
3:757ft 1-_
Y.69Y kip -ft i �
1
� 2.351FT _! i
EM 4.49i— "—�
EMBE
- .
--i
I. i`
1s In. Dia. Depth= 4'-6•'
CHK BY; C.M. PROJ.SfART DATE Jun 10, 2015
1
ROWDBsi n ISM Square HSS
Sec. rifod: Regd. US 500 Gmde B
HSS 3XSX1/4" S--2.01
a
NOTES:
STEEL: -
WELDING:
CONCRETE:
GENERAL:
DESIGN AND FABRICATION ACCORDING 702013 CBC
STEEL
DESIGN AND CONSTRUCTION ACCORDING TO ACT 318-11
• SIGN DESIGN IS BASED ON ADEQUATE E%ISTING SUPPORT ELEMENTS.
CHANNELT
PLATE, AMM
AND WIDE FLAN
ANGLE, EE, AGE: .A38
• ROUND PIPE:ASTM RADE 8
DESIGN AND
LLSDI.1.
COIMUM. NE STRENGTH AT 28 DAYS, f'c=2,500PS1
• IN
TO BE PERFORMEDLDINUNLESS
SQUARE. AND RECTANGULAR TUBE:.
SQUARE, qND RECfANGULARNBE ASTMASOO GRAOEB
ERTIFI ATION REQUIRED
AWS CERTIFICATION REQUIRED FORALL STRUCTURAL WELDERS.
FOR
WELDING PERAISC 341-1D
MINIMUM.
SPECIFIED PLANS.
• WELDER. NO FIELD WELDING UNLESS SPECIFIED ON PLANS.
WELDER. NO
OR EQUIVALENT
DR EQUIVALENT
E70 XX ELECTRODES FOR SMAW PROCESS.
CEMENTTYPEItOR IV. WIC RATIO 0.45 BY WEIGHT FOR
PIER AND CAISSON FOOTINGS .
ISOLATION DISSIMILAR MATERIALS.
PROVIDEALUMINUTI
• ALLANCHORS BOLTS SHOULD BE: ASTM F1554
ALL MACHINED BOLTS SHOULD BE: ASTM A3251A307,
F7X•EXXX ELECTODES FOR SAW PROCESS.
ER7 XX ROD FOR GTAW PROCESS.
CONCRETE MUST IE POURED AGAINST UNDISTURBED
EARTH,
COAT
COAT ALUMINUM IN CONTACTWfTH CONCRETE WITH ZINC RICH PAWL.
BEARINGTYPE CONNECTION REINFORCINGREBAR: ASTM.AGIS GRADE
ALL WELDS SHALL BE MADE WITH A FILLER METAL THAT CAN PRODUCE
MAINTAIN A MINIMUM
• THERE IS NO PROTECTION ZONE AS DEFINED IN AISC 341-10.
60 DEFORMED BARS
WELDS THAT HAVE MINIMUM CHARPY V -NOTCH TOUGHNESS OF
S"CONCRETE COVER. OVER ALL
EMBEDDEDSTEEL '
- PROVIDE FULLY WELDED END CAPS AT OPEN ENDS OF STEEL/ALUM.
ALUMINUM:
20FT•LB AT ZERO D• AS DETERMINED BY THE APPROPRIATE AWS A5
TUBES, MATCH THICKNESS LIKE FOR LIKE.
DESIGN AND FABRICATION ACCORDING 702010 ALUM. DESIGN MANUAL.
CLASSIFICATION TEST METHOD OR MFG'S. CERTIFICATION.
,
• PLATES,ANGLES,CHANNELS, TEE. AND SQUARE TUBING: ALUMINUM
ALUMINUM
ALLOY 6061 -TB WITH 0.098 LBS PER CUBIC INCH. NONFERROUS BOLTS.
ALL WELDING IN ACCORDANCE WITH THE LATEST EDITION OFTHEAWSAS.10:'
• HEX CAP SCREWS, AND STWSASTM F460•NUTS:ASTM F467
FILLER ALLOYS PER TABLES .M.9.1& M,9.2 OF 2010 ALUMINUM DESIGN MANUAL
DIW BY: M.M. DATELASTREVISEO: Jun 10, 2015
PROJECT JOB#: JT570915app1e Mon ument Mary Avenue Sunnyvale CAL-d
�..�-Ts—HEEP#
CHK BY; C.M. PROJ.SfART DATE Jun 10, 2015
PROJECTLOCATION:APPLE
767 MARYAVEtJUE
a
..............
Cupertino Campus
2016
M
L_cRSWLr4
1
i
15 h;M P d 1
v
---•-----•— --------------------- VALLCO PKWY ----------------------------- ------
_28-5, SIGHT i)SSTANCE .395'
__.._____....-.,.,_= w,....._____.._ -- ... € nF RF TRAVFl IAIdF I'
VICINITY MAP
( DATE
04!07/16
r PROJECTNAME
t APPLE VAlLCO FOUR
L
DESIGN NUMBER
-
- 4
L 1.n t}
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FINAL DIM NSIOP
_
1 .,._.<...
02 p 06115Y76 6 ADO SIGHTTRIANGLE PER CRY REO MTS
m ....,,....,.. ,,,,.�,.. .,a c k t I.�
t a@ yeplei
LOCATION TO BE
ml.if
n At
SCALE
f Shown
ACORESs
19319 Stevens Creek Blvd
EX. VAULT:TAKING
FIELD VER
pROJEcrMANACER
_t'�
I
-
cfli } anti } •
! MY
FIELD VE IFIED
NOTE OF
PTGPD3DUAp7P(Bf10iuTrtt
UNDERGROUND
CONDITIONS
M
`BRANCH%
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i
AND UTILITIES
-«�
IT10 M7-0011'1 C,ap. "Nil! d -fib" -1 22
IN PROPO ED
PLANTER REA
SIGN LOCATION DETAIL
1
a
1"=50'
rwY �"� wJWA6 �Lt2^✓4�
w
1�1 E
�� V'WY"F V�'�yh rs�nyr
Il lu
a D
PROPOSED MONUMENT LOCATION a
N m
( DATE
04!07/16
r PROJECTNAME
t APPLE VAlLCO FOUR
.
DESIGN NUMBER
� NO I DATE 1 REVISION
01 06/14/16 ADD ART FROM.MARCOM
- 4
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- 11
_
1 .,._.<...
02 p 06115Y76 6 ADO SIGHTTRIANGLE PER CRY REO MTS
m ....,,....,.. ,,,,.�,.. .,a c k t I.�
t a@ yeplei
ml.if
n At
SCALE
f Shown
ACORESs
19319 Stevens Creek Blvd
pROJEcrMANACER
1
7 M .
-
cfli } anti } •
! MY
,..
t�
M
`BRANCH%
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{
DESIGNER
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Cupefino, CA 95014
i
I t
r .._ -
j au a.A, un i (,
IT10 M7-0011'1 C,ap. "Nil! d -fib" -1 22
EXISTING CONDITIONS
EXISTING CONDITIONS
Vallco Parkway Four - DIF Monument sign
1"= V-0"
Specifications:
Form and pour new footing with support post, base and mow strip.
Natural concrete, trowel square corners and smooth plaster finish.
Install new non -illuminated dual segmented PVC "Sintra"
constructed body painted to match program white, automotive gloss
finish. Bullnose edges and corners, 1/4" deep routed channel,
seamless in appearance.
New vinyl address copy applied per program on both faces for D/F
exposure. Appliques supplied byAdlmpact.
Logo: Custom "Orange" (byAdlmpact)
Copy: Match gray PMS 4293M#3630-51 Gray ( byAdlmpact )
Body : 3/4" thick PVC, PTM PPG "Winter White" 90138, smooth
automotive gloss finish.
Engineering, per separate attachment.
al DATE i �
1
lOShown
PROJECTNAME
}}04!'If DPPLE VALLCO FOU
..... R
idSCALE RESS
�. � DESIGN NUMBER
PRaECTMANAGER
i
y
�I-01
i NOR DATE � RENSION
—0_ !116"ALIOA.mR.T FROMO_M,m
5116ADO SIGHTTRIANGLE PER CITY REQMTS
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z
19319 Stevens Creek Blvtl
a
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• • I ' I
f
(� eRANDN k
rg.
CtrY/STATE
} CDESIGNER
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1 Cupertino CA 95014
A �`
v4"m mmutd. 4143 KI 09M V� a0-5022
8.45"
.
. .. .......
37"
*31.5" *15.75 -
-*2.75"
"
.625" R 2 - 2"x.25" DIA. *15.7,9
SELF-TAPPING F�=
COUNTERSUNK 2-27.25" DIA. FASTENERS
STAINLESS STEEL -(NOTE, TAP -r BAR INFIELD)
FASTENERS, ORSIM.,
TYR 2 PLCS.
(NOTE: TAP -7- BAR IN FIELD)
3"XTX.25"
STEEL SQ: TUBE -
'T' BAR
0) (UPP :R CAB)
---.25"THICK PVC25" DIA.
PLATE - 43.5"X6.5" ALL THREAD FASTENER
3" LIP
SEAL EDGES WITHTYR 2 PLCS.
(TYR 6 PLCS.)
PAINTABLE SILICONE. i
GLUE TO TOP OF 75 THICK PVC
"LOWER" CA
oo ii
5"THICK P (LO N ER CAB
PLATE - 44"X 7".
Z -- 25° DIA. X4"LG.
SEAL EDGES WITH H STL'OR NON -RUST
PAiNTABLE SILICONE. STUDS (2 TYR). SET INTO
GLUE TO BOTTOM OF CONCRETE AT POUR.
"LOWER" CAS, EMBED 3' FOR V EXPOSED.
co
*-----CONCRETE PEDESTAL
CONCRETE MOW STRIP
6 3" x 6" CONTINUOUS
"
2.5"
18" 6"
2 PLCS.
CONSOLIDATED
CONC., fc=2500psi
DIF S/F MONUMENT SIGN
SIDE VIEW 314"=1'-0"
I .25" x :1 B75"
25'x.IB75" --d
PVC MArL
_. 7- 6--"-T-H- -I. C. -K- - - I
OSE
D EDGE
)RNER
CORNER - END Ob- TOP DETAIL
FIG 3.0
45"
43.5"
40" 2.5", TYR
----------
37.6"
co- ----- ...... . .......
c6
iA
45"
40" 2.5-, TYR
37.5"
--------- -- --- ----- -----
WX .3125" DIA. HOLE
THRU, TYR
2 PLCS.
.5" SINTRA PLATE I REVEAL
BOTTOM VIEW LOWER CABINET
GLUE TO BOTTOM OF LOWER CAB
APPLY PAINTABLE SILICONE TO EDGE
BOTTOM/END VIEW OF LOWER CABINET
FIG 5.0 1-1/2"=V-0"
3"
-7-
CENTER'
ER
1.75' POST
T
CENTER
2.25" POST 45o -- 75"
GLUEJOINT---._,
COUNTERSUNK
j, FASTENER THRU
2 25'
LOWER CAB LIP AND
80170M REVEAL
IN FIELD
FRONT VIEW BRACE TOP VIEW BRACE
PVC MATERIAL -GLUE SEAM, FASTEN WITH END VIEW BRACE
COUNTERSUNK FASTENERS (2 PLC. MIN.) IN FIELD.
FIG 4.1 QUANTITY- TWO (2) PER SIGN 3" =V -o'
DIA. HOLE
ROUND
.219'
THRU, TYR
2 PLCS.
OFF
CORNERS,
TOP VIEW LOWER CABINET
4 PLCS.
6.5"
.25"
APPLY PAINTABLE SILICONE TO EDGE
T
EAU
GLUE TO TOP OF LOWER CAB
FIG 4.0
FRONTIEND VIEW LOWER CABINET
1-112"=V-0"
45"
40" 2.5-, TYR
37.5"
--------- -- --- ----- -----
WX .3125" DIA. HOLE
THRU, TYR
2 PLCS.
.5" SINTRA PLATE I REVEAL
BOTTOM VIEW LOWER CABINET
GLUE TO BOTTOM OF LOWER CAB
APPLY PAINTABLE SILICONE TO EDGE
BOTTOM/END VIEW OF LOWER CABINET
FIG 5.0 1-1/2"=V-0"
3"
-7-
CENTER'
ER
1.75' POST
T
CENTER
2.25" POST 45o -- 75"
GLUEJOINT---._,
COUNTERSUNK
j, FASTENER THRU
2 25'
LOWER CAB LIP AND
80170M REVEAL
IN FIELD
FRONT VIEW BRACE TOP VIEW BRACE
PVC MATERIAL -GLUE SEAM, FASTEN WITH END VIEW BRACE
COUNTERSUNK FASTENERS (2 PLC. MIN.) IN FIELD.
FIG 4.1 QUANTITY- TWO (2) PER SIGN 3" =V -o'
FIG 6.0.
FIG 7.0
w
0
rr
PRE-DRILL.25"DIA. HOLES THRU WITH
CHAMFER FOR COUNTERSUNK
FASTENERS (TYP. 2 PLCS.)
416"
EQ. E
QT
UPPER CABINET TOP VIEW 6.-5"
T
CAP FRONTIENE) VIEW
3/4'=l' -D'
APRON I MOWSTRIP MAY VARY WI GRADE CONDITIONS
6" 45" BASE
: HUKI/-. (C_V
INE
#3 REBAR HORIZ. @
CENTERLINE 2 PLCS.,
ral�w 'Zini= 9 D1 rlz
FRONT VIEW
#3 REBAR HORIZ. @
CENTERLINE
4 PLCS. --'-\
40" STAINLESS STEEL
STUD, EMBED 3-
FIG 8.0 TOP VIEW FOOTING/BASE AT POUR -TYR2 PLCS
1. =1'-0"
#3 REBAR VERT. @
10- O.C., 2 PLCS.
11, =V-0"
. .
.....
2.76°
15.75' 15.75"
(NOTE. TAP -7- BAR IN FIELD)
TOP VIEW
3"X3"XI/4" STEEL
SUPPORT
314" =V-0"
PRE-DRILL.25"DIA. HOLES THRU WITH
CHAMFER FOR COUNTERSUNK
FASTENERS (TYP. 2 PLCS.)
416"
EQ. E
QT
UPPER CABINET TOP VIEW 6.-5"
T
CAP FRONTIENE) VIEW
3/4'=l' -D'
APRON I MOWSTRIP MAY VARY WI GRADE CONDITIONS
6" 45" BASE
: HUKI/-. (C_V
INE
#3 REBAR HORIZ. @
CENTERLINE 2 PLCS.,
ral�w 'Zini= 9 D1 rlz
FRONT VIEW
#3 REBAR HORIZ. @
CENTERLINE
4 PLCS. --'-\
40" STAINLESS STEEL
STUD, EMBED 3-
FIG 8.0 TOP VIEW FOOTING/BASE AT POUR -TYR2 PLCS
1. =1'-0"
#3 REBAR VERT. @
10- O.C., 2 PLCS.
11, =V-0"
GOZO
SIGN _:�I4
STL. SQ. HSS
CABINET HSB 3x3x1/4"
(2) #3 RE13AR HORIZ. @
V-15" CENTERLINE, TYP.
10" 6" CONIC.
PEDESTAL
6"
MOWSTRIP
(2) 43 REBAR VERT. aQ
<_. •4 10" O.C., TYP.
CONSOLIDATED
d CONC., f'c=2500psi
6,
I . IIT,
DIA
ELEVATION
N.T.S.
Sign Design Based on 2013 CBC
Jo' b# j iJITS 70915 _Y_I _
Pro eM Apple�MonUm
IJbtrlocafion 767MaryAvenue )
Sunnyvale, CA
STEEL: ....
WELDING: - -
=II
INPUTDATARiskCatego�j
GENERAL:
DESIGN AND FABRICATION ACCOROINGT02D15CBC
-11L
�Basiewind speetli3s�ec. ustwintl).
`j
ffopographlcfactor l =
1.. !Flat
Heightofthe sign 1 h =
6.83 ft T-
1
UerBcaidimensfon(forviell,s=h). 1 s =
6.83 it 1__1
Hommntal dimensio
ft
Dimensionofmtumcomer
MINIMUM..
• WELDER. NO FIELD WELDING UNLESS SPECIFIED ON PLANS.
ANALYSIS
E70 XX ELECTRODES FOR SMAW PROCESS.
yataenyoressufe
f
qn O:OD26S%f y1C- = 22.38 psf _
�w mT—�(-1— I
- ALL ANCHORS BOLTS SHOULD BE: ASTM F1654
ALL MACHINED BOLTS SHOULD Be. ASTM A325IA307,
q ve)bclty pressure athe(ghth(Eg293-1, page 307)
'
r% 1elocitypms umexposumca fi lent
=0.85
evaluated atheightabove ground level,h ab.29.3-1, pg310)+'
Ki=wintl dfrectlonalityTactor: (Tab.28b•1, page 256)
_
Oy
THERE IS NO PROTECTION ZONEAS DEFINED IN AISC341-10,
Wind Force Case A: resultant force though the gearnatric, center (Seb.29:4.1&Fg.29.4.1)'
Waxhommrital wind pressure=p=qb 0Cr= 29.3 psf
wherWG=guste0ectfacloL(See.26.e, page 254)..
- O:BS
Cr=netforce caefficient(FIg•29A-1, page 311)
_
1.54
'A,=Bs=(hegmssarea
= 25.s
DESIGNSUMMARY
3 ��
ftilovaable Stress Design Wind Factor= 0.6
DESIGN AND FABRICATION ACCORDING TO 2D10ALUM. DESIGN MANUAL
Design Wind PTesslre = •. 0.6 X p =
17:59 psf I I Ii—i
Design Windforce, F = 17.58 xAs=
0.45 kips
NlamentArm=
3:757ft
Design Moment= F x mbmentatm=.
1.691 kip -ft L
•
—r
Fiotin DesirNl(Nt3Rrrinainrd.}
Diameter=
Soil Pressure 100.00 PSFI
—T-
51—„—,- 299:33 FSF 1
j�
A= I SS FT E
-"?'—
EMBED, = 4.49 FT
- !
iin.Ilia
t
18 Oept1h �C-6'•
'
—�1
Pole Desi n StT. Square HSS
See. Mod: Req'd. USE 500 Gra e B
S = 10.74 1- HSS 3x3x1T4'• 9--2.01
I i 1
www.yjinc.com SHEETTITLE: ORNBY: M.M. I DATE LASTREVISED: An 10, 2015 1 PROJECT JOB #: JTS_70915-Apple Monument Mary Avenue Sunnyvale CAdwg
25379 WAYNE MILLS PL SUITE272 Avp CHKBY: C.M: PROJ.START DATE Jun 10, 2015 'PROJECTLOCATION:APPLE SHEET#
VALENCIA, CA 91355""""""^ - ®WUMEM" - _ 757 MARYAVENUE
1
NUItb:
STEEL: ....
WELDING: - -
CONCRETE:
GENERAL:
DESIGN AND FABRICATION ACCOROINGT02D15CBC
STEEL
DESIGN AND CONSTRUCTION ACCORDING TO ACI 318.11
G
SIGN DESIGN IS BASED ON ADEQUATE EXISTING SUPPORT ELEMENTS.
PLATE, ANGLE. CHANNEL TEE, AND WIDE FLANGE ASTM A36
DESIGN AND FABRICATION ACCORDING TO AWS Di.t.
COMPRESSIVE STRENGTH AT 28 DAYS, f'G2,500 PSI
ALL WELDING TO BE PERFORMED INFABRICATION SHOP, BY CERTIFIED
ROUND PIPE., ASTM A53 GRACE B OR EQUIVALENT.
HSS ROUND, SQUARE, AND . RECTANGULAR TUBE: ASTMA500 GRADE B
AWS CERTIFICATION REQUIRED FOR ALL STRUCTURAL WELDERS.
WELDING PER AISC341A0
MINIMUM..
• WELDER. NO FIELD WELDING UNLESS SPECIFIED ON PLANS.
OR EQUIVALENT
E70 XX ELECTRODES FOR SMAW PROCESS.
- CEMENT TYPE 11 OR IV. WIC RATIO 0.45 BY MIGHT' FOR
PIER AND CAISSON FOOTINGS -
f
• PROVIDE OF MATERIALS:
- ALL ANCHORS BOLTS SHOULD BE: ASTM F1654
ALL MACHINED BOLTS SHOULD Be. ASTM A325IA307,
FMEXXX ELECTODES FOR SAW PROCESS..
E97
CONCRETE MUST BE POURED AGAINST UNDISTURBED.
`
•'COAT ALUMINUM IN CONTACT WITH CONCRETE WITH ZINC RICH PAINT.
BEARING TYPE CONNECTION REINFORCING REBAR:ASTM.A615 GRADE
XX ROD FOR GTAW.PROCESS.
ALL WELDS SHALL BE MADE WITH A FILLER Max THAT CAN PRODUCE
EARTH.
Oy
THERE IS NO PROTECTION ZONEAS DEFINED IN AISC341-10,
60 DEFORMED BARS
WELDS THAT 14AVEA MINIMUM CHARPYV-NOTCHTOUGHNESSOF
MAINTAIN AMINIMUM 3' CONCRETE COVER OVERALL
EMBEDDED STEEL '
PROVIDE FULLY WELDED END CAPS AT OPEN ENDS OFSTEEVALUM:.
ALUMINUM:
20FT-LB AT ZERO 9• AS DETERMINED BY THE APPROPRIATE AWS A5
�\
TUBES, MATCH THICKNESS LIKE FOR LIKE
DESIGN AND FABRICATION ACCORDING TO 2D10ALUM. DESIGN MANUAL
CLASSIFICATION TEST METHOD OR MFG'S. CERTIFICATION.
-
•Y'
- PLATES. ANGLES, CHANNELS, TEE, AND SQUARE TUBING: ALUMINUM
ALUMINUM
•
ALLOY 6081 -TB WITH 0.098 LBS PER CUBIC INCH. NONFERROUS BOLTS
ALL WELDING IN ACCORDANCE WITH THE LATEST EDITION OFTHEAWS A5.10.
• HEX CAP SCREWS, AND STUDS: ASTM F468, NUTS: ASTM F467
FILLER ALLOYS PER TABLES M.9.1. & M.9.2 OF 2010 ALUMINUM DESIGN MANUAL
www.yjinc.com SHEETTITLE: ORNBY: M.M. I DATE LASTREVISED: An 10, 2015 1 PROJECT JOB #: JTS_70915-Apple Monument Mary Avenue Sunnyvale CAdwg
25379 WAYNE MILLS PL SUITE272 Avp CHKBY: C.M: PROJ.START DATE Jun 10, 2015 'PROJECTLOCATION:APPLE SHEET#
VALENCIA, CA 91355""""""^ - ®WUMEM" - _ 757 MARYAVENUE
1