15100077vG -
" 3 _C ,
I CITY OF CUPERTINO BUILDING PERMIT I
BUILDING ADDRESS: 1 INFINITE LOOP
CONTRACTOR: ADIMPACT
PERMIT NO: 15100077
OWNER'S NAME: APPLE COMPUTER INC
16620 ASTON ST
DATE ISSUED: 10/12/2015
OWNER'S PHONE: 6502559187
IRVINE, CA 92606
PHONE NO: (949)723-0187
LICENSED CONTRACTOR'S DECLARATION
JOB DESCRIPTION: RESIDENTIAL ❑ COMMERCIAL ❑
APPLE - INSTALL (N) NON -ILLUMINATED MONUMENT SIGN
License Class L%5 Lic. #
Contractor % �i` ' Date
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.
Sq. Ft Floor Area:
Valuation: $5000
I hereby affirm under penalty of perjury one of the following two declarations:
1. I have and will maintain a certificate of consent to self -insure for Worker's
n Compensation, as provided for by Section 3700 of the Labor Code, for the
t 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
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 la
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 regul4tion-s_p& th upertmo Municipal Code, Section/9.18.
Signature Date
❑ OWNER -BUILDER DECLARATION
I hereby affirm that I am exempt from the Contractor's License Law for one of
the following two reasons:
1. 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 (Sec.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:
1. 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.
3. 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.
Signature
Date
APN Number: 31602105.00 1 Occupancy Type:
PERMIT EXPIRES IF WORK IS NOT STARTED
WITHIN 180 IT ISSUANCE OR
1FRO CALLED INSPECTION.
meg: to /z � f
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 of Applicant:
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 will 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, 25533, and 25534.
or
Date: je'^ f2- -z�5
CONSTRUCTION LENDING AGENCY
I 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 Addre
ARCHITECT'S DECLARATION
I understand my plans shall be used as public records.
Licensed Professional
SIGN PERMIT APPLICATION
COMMUNITY DEVELOPMENT DEPARTMENT - BUILDING DIVISION
10300 TORRE AVENUE • CUPERTINO, CA 95014-3255
(408) 777-3228 • FAX (408) 777-3333 - building cupertino.org
l
PROJECT ADDRESS APN # :3 16 O Z (o S
OWNER NAME / 1 � PHO ry'�'S� 17 E-MAIL
STREET ADDRESS r CITY, , 7 FAX
STATEZIP '1•t, ��'
CONTACT NAIVE �'' � � PHO E-MAIL
STREET ADDRESSq G r �L A CITY, STATE, ZIP,-- �) y )J C� /�,r FAX
❑ OWNER ❑ OWNER -BUILDER ❑ OWNER AGENT ❑ CONTRACTOR 2ONTRACTOR AGENT ❑ ARCHITECT ❑ ENGINEER ❑ DEVELOPER ❑ TENANT
CONTRACTOR NAME , G .A J�n r LICENSE NUI B Ri r C / LICENSE TYPE ` �� BUS. LIC 9-2
2-31
COMPA NAME � - � E-MAIL ! t ` FAX
STREET AD RESS_ (\ ( � CITY, STATE, ZIP + r PHD
ARCHITECT/ENGINEER NAME V %f LICENSE NUMBER 1 N / BUS. LIC +# Ll
COMPANY NAME E-MAIL FAX
STREET ADDRESS CITY, STATE, ZIP PHONE
DESCRIPTION OF WORK �-
-�.'
USE OF ❑ SFD Or Duplex ❑ Multi -Family
STRUCTURE: ❑ Commercial
ILLUMINATED SIGN TYPE NO. OFSIGN AREA
(YIN) (CODE) SIGNS (SQ.FT.)
VALUATION
(S)
SIGN TYPE CODES:
B - BANNER SIGN CM_" 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`J
READERBOARD WI - WINDOW SIGN
! V �A4 1 2,3
` J L/ D j J
By my signature below, I certify to each of the following: I am the property owner or authori2SETagent to 3;4-0-n the r owner's behalf. I have read this
application and the information I have provided is correct. I have read the Description of Work and verify urate. I agree to comply with all applicable local
ordinances and state laws relatin ing co n. I a , rize representatives of Cupertino to enter the above -identified property for inspection purposes
Signature of ApplicantiAgt: _ �'fj�-� - Date: X14
SUPPLEMENTAL INFORMATION REQUIRED -OFF icE uSE
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.
Sig;nApp_2011.doc revised 03/16/11
CITY OF CUPERTINO
FEE ESTIMATOR — BUILDING DIVISION
ADDRESS: 1 INFINITE LOOP DATE: 10/12/2015 REVIEWED BY: MELISSA
APN: 316 02 105 BP#: *VALUATION: 1$5,000
''PERMIT TYPE: Building Permit PLAN` CHECK CTPE:
PRIMARY PENTAMATION
USE: Sign PERMIT TYPE: 1 CEAP5
WORK APPLE - INSTALL N NON -ILLUMINATED MONUMENT SIGN
SCOPE
SIGN TYPE
FEE ID
�',�:°rr'r1=;. I'r<t�r �: ��',��� ���.
QTY
FAIle(Ji. ller�mii Fee:
SIGN FEE
IES N El Fee: IEPERMI
Ground Sign
1 SIGNGR/RF
Othe sp. 0. $48.00
1
$359
p
1
Permit Fee:
$359.00
Suppl. Insp. Feer Reg. O OTQ
Q
hrs
$0.00
PME Unit Fee:
$48.00
PME Permit Fee:
$48.00
(.'onslrucuon Ka.,
.-Wininistruth,e 1"ec:
Work Without Permit? 0 Yes (F) No
$0.00
TOTALS:
$0.00
Travel Documentation Fee: ITIM VDOC
$359.00
Strong Motion Fee: 1BSEISMICO
NOTE. This estimate does not include fees due to other Departments (i.e. Planning, Public Works, Fire, anitary Sewer District, School
I)ivtrirt_ ata 1_ Thava faav are havad an the nralirninary infarrnatinn availahla and are nnly an estimate_ nntart the Dent fnr addn'1 info.
FEE ITEMS (Fee Resolution 11-033 Eff.` 711/13,)
Ale{,11. flan (..'he k.
�',�:°rr'r1=;. I'r<t�r �: ��',��� ���.
#Branch Circuits $48.
FAIle(Ji. ller�mii Fee:
Plumb. I'er•rriit Fee:
IES N El Fee: IEPERMI
Cltlrer .1:t�c1i..Irts1J.
Other I�1umb lnsp.
Othe sp. 0. $48.00
.Nfech. Insl). lee'
NOTE. This estimate does not include fees due to other Departments (i.e. Planning, Public Works, Fire, anitary Sewer District, School
I)ivtrirt_ ata 1_ Thava faav are havad an the nralirninary infarrnatinn availahla and are nnly an estimate_ nntart the Dent fnr addn'1 info.
FEE ITEMS (Fee Resolution 11-033 Eff.` 711/13,)
FEE
QTY/FEE
ISC ITEMqb
Platz t'hec k Fec1.
Supp1. PC Fee: O Reg. O OT
1 0.0
1 hrs
$0.00
p
1
Permit Fee:
$359.00
Suppl. Insp. Feer Reg. O OTQ
Q
hrs
$0.00
PME Unit Fee:
$48.00
PME Permit Fee:
$48.00
(.'onslrucuon Ka.,
.-Wininistruth,e 1"ec:
Work Without Permit? 0 Yes (F) No
$0.00
Sign Master Plan: 0 Yes No
$0.00
Travel Documentation Fee: ITIM VDOC
$48.00
Strong Motion Fee: 1BSEISMICO
$1.40
Select an Administrative Item
Bldg Std s Commission Fee: IBCBSC
$1.00
SUBTOTALS:
$505.401
$0.00 TOTAL FEE:
$505.40
Revised: 10/01/2015
Cupertino, CA
Replacement
95014 `G�CiC
F
Monu'
rent
/C w'
3 L't R <:Z-- 4---
Rko�
rGFD
COMBUI"'D'"rNy DEVELOPMENG DIVISIp ?DEPARTMENT
APj- w + CUPERTINp
This set of plans �ED
job "! Burin and specifications
9 constructio -4UST be
changes or alterations unit is unlawful to makt at y
therefrom, without aPpro
same
me, or to deviate any
The sta vat from the Buildin
be held ping of this and Officla�,
to perMit plan specifications SN
Of any provislo or to be approv ALL NOT
s ai of the violation
dinance or State Law.
DATE
PERMIT Np, '''.
to
v
DATE
PROJECT NAME
ej j
Apple - One Infinite Loop - Replacement Monument
C
SCALE
ADDRESS
n A
1 Infinite Loop
d
r -
CITY/STATE
3 L't R <:Z-- 4---
Rko�
rGFD
COMBUI"'D'"rNy DEVELOPMENG DIVISIp ?DEPARTMENT
APj- w + CUPERTINp
This set of plans �ED
job "! Burin and specifications
9 constructio -4UST be
changes or alterations unit is unlawful to makt at y
therefrom, without aPpro
same
me, or to deviate any
The sta vat from the Buildin
be held ping of this and Officla�,
to perMit plan specifications SN
Of any provislo or to be approv ALL NOT
s ai of the violation
dinance or State Law.
DATE
PERMIT Np, '''.
to
v
DATE
PROJECT NAME
M
010-10-14
z
Apple - One Infinite Loop - Replacement Monument
C
SCALE
ADDRESS
n A
1 Infinite Loop
BUILDING ID #
CITY/STATE
Cupertino, CA 95014
CLIENT APPROVAL
PROPERTY OWNER APPROVAL
CUPERTINO
Building Departumnt
OCT
REVIEWED FOR CODE COMPLIANCE
Reviewed By, y. ' h45clol
NO DATE REVISION
01 12/09/14 REVISE BASE TO FLUSH TO GRADE, ART PER CLIENT
02 09/02/15 ADD SIGHT TRIANGLE, NEW ART PER MARCOM
PL T P
DATE
PLANNin
CUPEF
r
ADIMPACT
16620 Aston St. Irvine, CA 92606 949-476-0015 fax. 949-476-0029
?/s
nECtC D BY
PHOTO SURVEY
VIEW LOOKING EAST
EXISTING MONUMENT - REMOVE AND REPLACE
WITH NEW MONUMENT ACROSS THE STREET
VIEW LOOKING WEST
NO. DATE REVISION
01 12/09/14 REVISE BASE TO FLUSH TO GRADE, ART PER CLIENT
02 09/02/15 ADD SIGHT TRIANGLE, NEW ART PER MARCOM
Proposed Hardscape
around base of new sign -
precast concrete planks
"Stepstone Inc."
r
r
UPERT(NO
Buildin Departrrnt
Ski JNEW SIGN,
OCT 1 2 2015
EAIED FOR CODE COMPLIANCE
�/
ReVewao By. _::>4-91� t7
OLD SIGN - REMOVE
000 AREA: 42.5 SQ. FT.
ADIMPACT
16620 Aston St. Irvine, CA 92606 949-476-0015 fax. 949-476-0029
DATE
PROJECT NAME CLIENT APPROVAL
N m
z
10-10-14
Apple - One Infinite Loop - Replacement Monument
cSCALE
ADDRESS
O3
A
1 Infinite Loop
PROPERTY OWNER APPROVAL
BUILDING ID #
CITY/STATE
Cupertino, CA 95014
NO. DATE REVISION
01 12/09/14 REVISE BASE TO FLUSH TO GRADE, ART PER CLIENT
02 09/02/15 ADD SIGHT TRIANGLE, NEW ART PER MARCOM
Proposed Hardscape
around base of new sign -
precast concrete planks
"Stepstone Inc."
r
r
UPERT(NO
Buildin Departrrnt
Ski JNEW SIGN,
OCT 1 2 2015
EAIED FOR CODE COMPLIANCE
�/
ReVewao By. _::>4-91� t7
OLD SIGN - REMOVE
000 AREA: 42.5 SQ. FT.
ADIMPACT
16620 Aston St. Irvine, CA 92606 949-476-0015 fax. 949-476-0029
o �
i
PROJECT NAME CLIENT APPROVAL
Apple - One Infinite Loop - Replacement Monument
ADDRESS
1 Infinite Loop PROPERTY OWNER APPROVAL
CITY/STATE
Cupertino, CA 95014
Apple
Infinks Loop Campus
IL ENTRY LANDSCAPE
IMPROVEMENTS
NTERRA GROUP
:155 N. FIRST ST. # 21 A
iAN JOSE. CA 45112
REVISIONS AND ISSUES
NO DESCRIPRON DATE
ISSUE FOR DEMOLITION PERMIT 7.1815
ISSUE FOR CONSTRUCTION 8.83.15
ISSUE FOR PERMIT 5.13.15
1 RMP REVISION 821.15
Reviewed
f I PROJECT NUMBER 15OYJ
O CHECKED BY JN DRAWN BY STAFF
O DATE AUGUST 2015 SCALE AS SHOWN
10 SHEET NAME
n MONUMENT SIGN
V VISION TRIANGLE
NOTE: VISION TRIANGLE BASED ON CITY OF CUPERTINO SHEETNUMBER
STANDARD DETAIL 7.2 FOR CONTROLLED INTERSECTIONS 02040 60 C301—EX
SCALE t' = 20 FEET L
NO. DATE REVISION
01 12/09/14 REVISE BASE TO FLUSH TO GRADE, ART PER CLIENT
02 09/02/15 ADD SIGHT TRIANGLE, NEW ART PER MARCOM
Ci!PlcR 111N0
Building Departrent
2 2015
COMPLIANCE
DATE
W m
z
10-10-14
W
SCALE
-1-I m
A
BUILDING ID #
o �
i
PROJECT NAME CLIENT APPROVAL
Apple - One Infinite Loop - Replacement Monument
ADDRESS
1 Infinite Loop PROPERTY OWNER APPROVAL
CITY/STATE
Cupertino, CA 95014
Apple
Infinks Loop Campus
IL ENTRY LANDSCAPE
IMPROVEMENTS
NTERRA GROUP
:155 N. FIRST ST. # 21 A
iAN JOSE. CA 45112
REVISIONS AND ISSUES
NO DESCRIPRON DATE
ISSUE FOR DEMOLITION PERMIT 7.1815
ISSUE FOR CONSTRUCTION 8.83.15
ISSUE FOR PERMIT 5.13.15
1 RMP REVISION 821.15
Reviewed
f I PROJECT NUMBER 15OYJ
O CHECKED BY JN DRAWN BY STAFF
O DATE AUGUST 2015 SCALE AS SHOWN
10 SHEET NAME
n MONUMENT SIGN
V VISION TRIANGLE
NOTE: VISION TRIANGLE BASED ON CITY OF CUPERTINO SHEETNUMBER
STANDARD DETAIL 7.2 FOR CONTROLLED INTERSECTIONS 02040 60 C301—EX
SCALE t' = 20 FEET L
NO. DATE REVISION
01 12/09/14 REVISE BASE TO FLUSH TO GRADE, ART PER CLIENT
02 09/02/15 ADD SIGHT TRIANGLE, NEW ART PER MARCOM
Ci!PlcR 111N0
Building Departrent
2 2015
COMPLIANCE
Apple Campus - SIF Monument sign
1" = V-0"
Specifications:
Concrete pad to be identical footprint as sign body at a maximum
above grade height of 1/2". Finish is natural, trowel to square
corners and smooth plaster finish. iCUSTOM
)
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 S/F
exposure.
Logo: Custom color from palette, blue.
Copy: Match gray PMS 429 3M #3630-51 Gray
Body: 3/4" thick PVC, PTM PPG "Winter White" 90138, smooth
automotive gloss finish.
o DATE PROJECT NAME CLIENT APPROVAL
D
m 10-10-14 Apple - One Infinite Loop - Replacement Monument
z
C SCALE ADDRESS
Oco 1 Infinite Loop PROPERTY OWNER APPROVAL
1 BUILDING ID # CITY/STATE
�
1 Cupertino, CA 95014
13 3/16
6.0
91/8
147/8
45.0
45.0
1 1/4 GAP
Apple Campus
One Infinite Loop 30.0
NO. DATE REVISION
01 12/09/14 REVISE BASE TO FLUSH TO GRADE, ART PER CLIENT
02 09/02/15 ADD SIGHT TRIANGLE, NEW ART PER MARCOM
81,
C'�
R.. Jig Dee
T 1 rr.
6'-3 3/4"
ADIMPACT
16620 Aston St. Irvine, CA 92606 949-476-0015 fax. 949-476-0029
8"
.625" R
2 - 2"x.25" DIA.
-- = SELF -TAPPING
COUNTERSUNK
r I STAINLESS STEEL
j f FASTENERS, OR SIM.,
` 1
TYP. 2 PLCS.
* ( NOTE: TAP "T" BAR IN FIELD)
�
U
J
.75" THICK
CORNER - END
0- CD
0
in _j l
c�
U
Q
Lo
~ L
O
�n
N
E
$t OCT
1.2 2015
REVIEWED FOR CODE COMPLIANCE
Revi!ewea By
I
CV
'
I —
.25" THICK PVC
PLATE - 43.5" X 6.5"
SEAL EDGES WITH
PAINTABLE SILICONE.
GLUE TO TOP OF
"LOWER" CAB.
.5" THICK PVC
PLATE - 44" X 7".
SEAL EDGES WITH
PAINTABLE SILICONE.
GLUE TO BOTTOM OF
"LOWER" CAB.
II
I ,
II
1,
I I.
II
II
I�
18"
SIDE VIEW
FIG 2.0
STEPSTONE
CONCRETE PLANKS
2" DEPTH ASSUMED
U-)
N
0'
co
45"
37"
*2.7S'--� *31.5" �-�--''2.75„
- -------------------- ----------- -----
2-2"X.25" DIA. FASTENERS
--------------- - -- _ - .25" x .1875"
* ( NOTE: TAP "T" BAR IN FIELD )
1.,
3" LIP
(TYP. 6 PLCS.)
co
BULLNOSE
ROUTED EDGE
AND CORNER
i
3"X3" X.25"
STEEL SQ. TUBE - ------ - --
"T" BAR
I
----.25" DIA.
ALL THREAD FASTENER
TYP. 2 PLCS.
.75" THICK PVC
1 � j
1 �
� 1
I ,
i
� I
1 f I
w �
1 �
I
1 �
i
(LOWER CAB)
.25" DIA. X 4" LG.
ST. STL. OR NON -RUST
' STUDS (2 TYP.). SET INTO
I CONCRETE AT POUR.
r = EMBED 3" FOR 1" EXPOSED.
1 _
II r I
I
I
2.5„
2 PLCS.
--------
-CONCRETE FOOTING
PER ENG.
I
�
LJ
I
18"
DIF S/F MONUMENT SIGN
3/4"=V-0"
-0"
PVC MAT'L
.75" THICK
CORNER - END
(c- TOP DETAIL
1:1 i
FIG 3.0
_
PE_ -R 1`1 N 0
P 'di evertment
E
$t OCT
1.2 2015
REVIEWED FOR CODE COMPLIANCE
Revi!ewea By
`
45"
— -----------
43.5"
40" 2.5", TYP.
37.5"
--- — - - - --------------------------------
Lo
C\l
'irco
------------
- - ------ -- - ------ --
00
co
4 5"
44"
40"
37.5-
4- - ------ ----------
--OPEN--� - -- -- ------
.3125" DIA. HOLE
THRU, TYP.
.219" DIA. HOLE ROUND Z PLUS.
THRU, TYP. OFF .5" SINTRA PLATE / REVEAL
2 PLCS. CORNERS,
4 PLCS.
TOP VIEW LOWER CABINET BOTTOM VIEW LOWER CABINET
6.5"
.25" APPLY PAINTABLE SILICONE TO EDGE GLUE TO BOTTOM OF LOWER CAB
.5"
APPLY PAINTABLE SILICONE TO EDGE
GLUE TO TOP OF LOWER CAB
FRONT/END VIEW LOWER CABINET BOTTOM/END VIEW OF LOWER CABINET
FIG 4.0
1-1/2" =1'-0" FIG 5.0
3"
CENTER
.75" POST
.25"
T_ c
2.25"
.75" v
2.5". TYP.
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
450-- .75"
.25"
GLUE JOINT
LOWER CAB LIP AND
.75" BOTTOM REVEAL -
FASTENER THRU
2.25"
IN FIELD
3" =1'-O"
Ln
Ln
1-1/2" =1'-0"
�` e. i
�li
8u'llidinq Dec-artmen,
OCT 12 2015
REVIEV�IED ir-Olk GLIDE C001PLIANCE-
Reviewed By
37"--
2.75" -- 31.5" - - 2.75'
15.75" 15.75"
r-------------------- ,--- --------------------------
----------- --- - ----- ------------
(NOTE:
-------�1�_
i
( NOTE: TAP "T" BAR IN FIELD )
i
TOP VIEW 3"X3"X1/4" STEEL SUPPORT
3/4" =1'-0"
FIG 6.0.
- PRE -DRILL .25" DIA. HOLES THRU WITH
CHAMFER FOR COUNTERSUNK
FASTENERS (TYP. 2 PLCS.) ---
43.5" _
EQ. 31.5" O.C. ___.♦ EQ.
in-- - -- ---------- -- -- --- -
co
UPPER CABINET TOP VIEW F-- .5
.75"T ---------- --------------------- - ----- - ---- ------------------- - �--�
CAP FRONT/END VIEW
FIG 7.0 3/4" =1'-0"
08-15-12 F
FIG 8.0
40"
TOP VIEW FOOTING/BASE
1" =1'-0"
IA. X 4"
HREAD
ILESS STEEL
, EMBED 3"
UR -TYP.2 PLCS
- •�- -
w
i
i
i
91/2
225/16 1
133/16
6.0
91/8
147/8
5.0
45.0 -
'i
221/2
Of
45.0
1/4 GAP
I
r)r)le La pus
Bu�q D.�,
IdincrtTeni
W
7�
e Lo
j 4ttt4
O� 2 2015
REVIEWED r-Olk CODE COMPLIANCE
Keview d By
e infinit
'- BASE
�i
il
www.yjinc.com SHEET TITLE:
AIR
25379 VALENCIA, CA. 355E 272
6'-,
3'-9"
3' 1
SIGN
CABINET
3'-9"
6'-10"
10"
6"
O � G
3"° e4.
4'-6"
18"
DIA
ELEVATION
NOTES:
STL. SQ. HSS
HSS 3x3x1/4"
(2) #3 REBAR HORIZ. @
CENTERLINE, TYP.
6" CONC,
PEDESTAL
3" CONC.
hi!OWSTRIP
(2) #3 REBAR VERT. @
10" 0. C., TYR
CONSOLIDATED
CONC., f'c--2500psi
GENERAL:
SIGN DESIGN IS BASED ON ADEQUATE EXISTING SUPPORT ELEMENTS.
ALL WELDING TO BE PERFORMED IN FABRICATION SHOP, BY CERTIFIED
WELDER. NO FIELD WELDING UNLESS SPECIFIED ON PLANS.
PROVIDE ISOLATION OF DISSIMILAR MATERIALS.
COAT ALUMINUM IN CONTACT WITH CONCRETE WITH ZINC RICH PAINT.
THERE IS NO PROTECTION ZONE AS DEFINED IN AISC 341-10.
PROVIDE FULLY WELDED END CAPS AT OPEN ENDS OF STEELJALUM.
TUBES, MATCH THICKNESS LIKE FOR LIKE.
FILEPEPILIELI
TIVITreir, rTr'rkffl, F1j7lTt1 rJ
:Soil Pressure =
N.T.S.
STEEL:
WELDING:
DESIGN AND FABRICATION ACCORDING TO 2013 CBC
STEEL
PLATE, ANGLE, CHANNEL ; EE, AND WIDE FLANGE: ASTM A36
DESIGN AND FABRICATION ACCORDING TO AWS D1.1.
ROUND PIPE: ASTM A53 GRADE B OR EQUIVALENT.
AWS CERTIFICATION REQUIRED FOR ALL STRUCTURAL WELDERS.
HSS ROUND, SQUARE, AND RECTANGULAR TUBE: ASTM A500 GRADE B
WELDING PER AISC 341-10
OR EQUIVALENT
E70 XX ELECTRODES FOR SMAW PROCESS.
ALL ANCHORS BOLTS SHOULD BE: ASTM F1554 _
F7X-EXXX ELECTODES FOR SAW PROCESS.
ALL MACHINED BOLTS SHOULD BE: ASTM A325/A307,
ER7 XX ROD FOR GTAW PROCESS.
BEARING TYPE CONNECTION REINFORCING REBAR: ASTM A615 GRADE
ALL WELDS SHALL BE MADE WITH A FILLER METAL THAT CAN PRODUCE
60 DEFORMED BARS
WELDS THAT HAVE A MINIMUM CHARPY V -NOTCH TOUGHNESS OF
ALUMINUM:
20FT-LB AT ZERO 0' AS DETERMINED BY THE APPROPRIATE AWS A5
CLASSIFICATION TEST METHOD OR MFG'S. CERTIFICATION.
DESIGN AND FABRICATION ACCORDING TO 2010 ALUM. DESIGN MANUAL
PLATES, ANGLES, CHANNELS, TEE, AND SQUARE TUBING: ALUMINUM
ALUMINUM
ALLOY 6061 - T6 WITH 0.098 LBS PER CUBIC INCH. NONFERROUS BOLTS
ALL WELDING IN ACCORDANCE WITH THE LATEST EDITION OF THE AWS A.5.10.
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.
DRN BY: M.M. DATE :AST REVISED: Jun 10, 2015
PROJECT JOB#: JTS_70915_Apple Monument Mary Avenue Sunnyvale CA.dwE
CHK BY: C.M. PROJ. START DATE: Jun
.._ .
10, 2015
PROJECT LOCATION: APPLE
7R7 AA6RV A1fFU11G
CONCRETE:
DESIGN AND CONSTRUCTION ACCORDING TO ACI 318-11
COMPRESSIVE STRENGTH AT 28 DAYS, f'c=2,500 PSI
MINIMUM.
CEMENT TYPE II OR IV. W/C RATIO 0.45 BY WEIGHT FC
PIER AND CAISSON FOOTINGS
CONCRETE MUST BE POURED AGAINST UNDISTURBE
EARTH.
MAINTAIN A MINIMUM 3" CONCRETE COVER OVERALL
EMBEDDED STEEL.
SHEET #