plan set DIR-2018-10.pdfVERIZON WIRELESS EQUIPMENT ENGINEER:
VERIZON WIRELESS REAL ESTATE:
SIGNATURE DATE
SIGNATURE DATE
VERIZON WIRELESS CONSTRUCTION:
VERIZON WIRELESS RE ENGINEER:
SIGNATURE DATE
SIGNATURE DATE
PROPERTY OWNER:
RIDGE COMMUNICATIONS INC - LEASING
SIGNATURE DATE
SIGNATURE DATE
RIDGE COMMUNICATIONS INC - CONSTRUCTION
RIDGE COMMUNICATIONS INC - ZONING
SIGNATURE DATE
SIGNATURE DATE
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zonp/
APPLE PARK
1 APPLE PARKWAY, CUPERTINO, CA 95014
LOCATION NUMBER: 278981
DESIGN CRITERIA
RISK CATEGORY: II ROOF LIVE LOAD: N/A FLOOR LIVE LOAD: N/A ALLOW SOIL BEARING: N/A
WIND EXPOSURE: C DESIGN WIND SPEED: VUtT, 110 MPH
SEISMIC SITE CLASS: D SEISMIC DESIGN CATEGORY: D SEISMIC COMPONENT Ip: 1.0 ap: 1.0 Rp: 2.5
SDS: 1.013 SD1: 0.616 SS: 1.520 St: 0.616
END AT: 1 APPLE PARKWAY, CUPERTINO, CA 95014
ESTIMATED TIME: 1 HOUR 8 MINUTES ESTIMATED DISTANCE: 57.5 MILES
APPLE
PARK
278981
1 APPLE PARKWAY
CUPERTINO, CA 95014
QR�E�
r3g0.�9�E5 � Sp�RC
C 'SM6 YY
of cAe.®a
ISSUE STATUS
L DATE DESCRIPTION REV.
06 21/17 CD 90% C.C.
07/05/17 CLIENT REV C.C.
07/27/17 CD 100% B. S.
DRAWN BY: C.CODY
CHECKED BY: J. GRAY
APPROVED BY: J. SPORE
DATE: 07/27/17
SHEET TITLE:
TITLE
SHEET NUMBER:
T-1
PROJECT DESCRIPTION
VICINITY MAP
CODE COMPLIANCE
A (N) VERIZON WIRELESS UNMANNED TELECOMMUNICATION FACILITY CONSISTING OF INSTALLING:
-. _ Kintyre Way n _
ALL WORK & MATERIALS SHALL BE PERFORMED & INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING
a teightvnWay a
CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK
(16) (N) VERIZON WIRELESS ANTENNAS
n °
NOT CONFORMING TO THESE CODES:
• (8) (N) RRUS-11 UNITS
' Lorne Way
amu l:d.hz''rry Dr
• (8) (N) RRUS-12 UNITS
EIivrnest-d Rd EHomesteadRd Homestead Rd
Eltomecte:
2016 CALIFORNIA ADMINISTRATIVE CODE, PART 1, TITLE 24 C.C.R.
• (24) (N) RRUS-32 UNITS
2016 CALIFORNIA BUILDING CODE (CBC), PART 2, VOLUME 1&2, TITLE 24 C.C.R.
c j
(2015 INTERNATIONAL BUILDING CODE AND 2016 CALIFORNIA AMENDMENTS)
i S a Forge nr
d
2016 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, TITLE 24 C.C.R.
(2014 NATIONAL ELECTRICAL CODE AND 2016 CALIFORNIA AMENDMENTS)
_ SITE LOCATION
2016 CALIFORNIA MECHANICAL CODE (CMC) PART 4, TITLE 24 C.C.R.
(2015 UNIFORM MECHANICAL CODE AND 2016 CALIFORNIA AMENDMENTS)
PROJECT INFORMATION
S,?" •lerodyL7
��and P1 O The Hamptons
2016 CALIFORNIA PLUMBING CODE (CPC), PART 5, TITLE 24 C.C.R.
z Shasta �r
g i'vneridgr Ave
m :, =
(2015 UNIFORM PLUMBING CODE AND 2016 CALIFORNIA AMENDMENTS)
2016 CALIFORNIA ENERGY CODE (CEC), PART 6, TITLE 24 C.C.R.
2016 CALIFORNIA FIRE CODE, PART 9, TITLE 24 C.C.R.
SITE NAME: APPLE PARK SITE #: 278981-�.rai�„a,c
p c
(2015 INTERNATIONAL FIRE CODE AND 2016 CALIFORNIA AMENDMENTS)
COUNTY:
SANTA CLARA JURISDICTION:
CITY OF CUPERTINO
die
c
2016 CALIFORNIA GREEN BUILDING STANDARDS CODE, PART 11, TITLE 24 C.C.R.
Mt `� Or
m
2016 CALIFORNIA REFERENCED STANDARDS, PART 12, TITLE 24 C.C.R.
APN:
316-07-049 POWER:
PG&E
n,t D; su144v&
n s o
E
-
ANSI/EIA-TIA-222-G
SITE ADDRESS:
1 APPLE PARKWAY TELEPHONE:
AT&T
i.N o
z
ALONG WITH ANY OTHER APPLICABLE LOCAL & STATE LAWS AND REGULATIONS
CUPERTINO, CA 95014
9
Hancock Dr
DISABLED ACCESS REQUIREMENTS
CURRENT ZONING:
P(MP)-PLANNED DEVELOPMENT ZONE,
SCALE: WA
INDUSTRIAL PARK ZONE
THIS FACILITY IS UNMANNED & NOT FOR HUMAN HABITATION. DISABLED ACCESS & REQUIREMENTS ARE NOT REQUIRED IN
CONSTRUCTION TYPE:
V -B
DRIVING DIRECTIONS
ACCORDANCE WITH CALIFORNIA STATE BUILDING CODE, TITLE 24 PART 2, SECTION 11B-203.4
OCCUPANCY TYPE:
U, (UNMANNED COMMUNICATIONS FACILITY)
FROM: 2785 MITCHELL DRIVE, BLDG 9, WALNUT CREEK, CA 94598
S H E ET I N D EX
PROPERTY OWNER:
APPLE INC.
TO: 1 APPLE PARKWAY, CUPERTINO, CA 95014
1 INFINITE LOOP
SHEET DESCRIPTION REV
CUPERTINO, CA 95014
APPLICANT: VERIZON WIRELESS
1. HEAD NORTHEAST ON MITCHELL DR TOWARD OAK GROVE RD 30 FT
2785 MITCHELL DRIVE, BLDG 9
2. TURN RIGHT ONTO OAK GROVE RD
0.4 MI
T-1 TITLE SHEET -
WALNUT CREEK, CA 94598
3. TURN RIGHT ONTO YGNACIO VALLEY RD
3.4 MI
4. YCNACIO VALLEY RD TURNS RIGHT AND BECOMES HILLSIDE AVE
0.1 MI
A-1 SITE PLAN -
SITE ACQUISITION COMPANY:
RIDGE COMMUNICATIONS INC
5. USE THE LEFT 2 LANES TO TURN LEFT ONTO THE INTERSTATE 680
A-2 EQUIPMENT PLAN -
12667 ALCOSTA BLVD #175
S RAMP TO SAN JOSE
0.3 MI
SAN RAMON, CA 94583
6. MERGE ONTO I-680 S
33.3 MI
A-3 ANTENNA PLAN & SECTION VIEWS -
7. TAKE EXIT 12 FOR MISSION BLVD/STATE ROUTE 262 TOWARD I-880
Q2 MI
S-1 STRUCTURAL NOTES DETAILS -
LEASING CONTACT:
RIDGE COMMUNICATIONS
8. KEEP RIGHT AT THE FORK, FOLLOW SIGNS FOR MISSION BLVD W AND
ATTN: CHASE OTIS
MERGE ONTO CA -262 S/MISSION BLVD
0.3 MI
(805) 680-5453
9. MERGE ONTO CA -262 S/MISSION BLVD CONTINUE TO FOLLOW CA -262 S
0.6 MI
CHASE.OTIS@RIDGECOMMUNICATE.COM
10. USE THE LEFT 2 LANES TO TAKE THE EXIT TOWARD INTERSTATE 880 S/SAN JOSE
0.9 MI
1. MERGE ONTO I-880 S
11.7 MI
ZONING CONTACT:
CA
RIDGE COMMUNICATIONS
12. TAKE EXIT 1B TO MERGE ONTO I-280 N TOWARD SAN FRANCISCO
4.4 MI
ATTN: CHASE
13. TAKE THE WOLFE ROAD EXIT
0.3 MI
(805) 680-5453
14. USE THE RIGHT 2 LANES TO TURN RIGHT ONTO N WOLFE RD
0.4 MI
CHASE.OTIS@RIDGECOMMUNICATE.COM
15. TURN RIGHT ONTO E HOMESTEAD RD
0.5 MI
i6. TURN RIGHT ONTO N TANTAU AVE
0.1 MI
CONSTRUCTION CONTACT:
RIDGE COMMUNICATIONS
16. TURN RIGHT
0.4 MI
ATTN: KEITH SCHMID
17. CONTINUE STRAIGHT TO (E) PARKING DECK
479 FT
(408) 679-1141
KIETH.SCHMID@RIDGECOMMUNICATE.COM
DESIGN CRITERIA
RISK CATEGORY: II ROOF LIVE LOAD: N/A FLOOR LIVE LOAD: N/A ALLOW SOIL BEARING: N/A
WIND EXPOSURE: C DESIGN WIND SPEED: VUtT, 110 MPH
SEISMIC SITE CLASS: D SEISMIC DESIGN CATEGORY: D SEISMIC COMPONENT Ip: 1.0 ap: 1.0 Rp: 2.5
SDS: 1.013 SD1: 0.616 SS: 1.520 St: 0.616
END AT: 1 APPLE PARKWAY, CUPERTINO, CA 95014
ESTIMATED TIME: 1 HOUR 8 MINUTES ESTIMATED DISTANCE: 57.5 MILES
APPLE
PARK
278981
1 APPLE PARKWAY
CUPERTINO, CA 95014
QR�E�
r3g0.�9�E5 � Sp�RC
C 'SM6 YY
of cAe.®a
ISSUE STATUS
L DATE DESCRIPTION REV.
06 21/17 CD 90% C.C.
07/05/17 CLIENT REV C.C.
07/27/17 CD 100% B. S.
DRAWN BY: C.CODY
CHECKED BY: J. GRAY
APPROVED BY: J. SPORE
DATE: 07/27/17
SHEET TITLE:
TITLE
SHEET NUMBER:
T-1
�Q
GRID LINE FROM (E) BUILDING DRAWINGS ° o
TO BE USED AS A REFERENCE, TYP
� w
2
4 (4) (N) VERIZON WIRELESS SECTOR A ANTENNAS
(ON GRID LINE 4), SEE ANTENNA PLAN ON SHEET
A-3 FOR DETAILS, (N) VERIZON WIRELESS
18'-6"X2'-8" (49 SQ FT) ANTENNA LEASE AREA
\ ----- - ------
(E) BUILDING
(E) BUILDING OVERHANG, TYP
(4) (N) VER170N WIRELESS SECTOR D ANTENNAS // // // ` \ I `\ \\ \\ \\ (E) BUILDING WALL BELOW, TYP
(ON GRID LINE 82), SEE ANTENNA PLAN ON
SHEET A-3 FOR DETAILS, (N) VERIZON WIRELESS / // \ I / \\ \ \\ CENTER LINE OF (E) BUILDING
18'-6"X2'-8" (49 SQ FT) ANTENNA LEASE AREA
AZIMUTH = 276•
SECTOR D
(E) MECHANICAL RISER
APPROX LOCATION OF (E) ROOM EF02 NEAR GRID
LINE 27 (FIBER MPOE FOR VERIZON WIRELESS)
82I
I II I I -- - I I I I 27
30
1 1 1 1 I I 1 1 I
1 I I \ I I I I11 I
/
L
(4) (N) VERIZON WIRELESS SECTOR C ANTENNAS -
(ON GRID LINE 56), SEE ANTENNA PLAN ON
SHEET A-3 FOR DETAILS, (N) VERIZON WIRELESS
18'-6"X2'-8" (49 SQ FT) ANTENNA LEASE AREA ^o
54 53
� o APPROX LOCATION OF (N)
a w VERIZON WIRELESS EQUIPMENT
Q ROOM NEAR GRID LINE 53
SITE PLAN
1"=100'-O"
0 50' 100' 200' 300' 500'
APPLE
PARK
278981
1 APPLE PARKWAY
CUPER-n NO, CA 95014
EQUIPMENT LIST: SITE PLAN
(16) (N) VERIZON WIRELESS ANTENNAS
(8) (N) RRUS-11 UNITS SHEET NUMBER:
(8) (N) RRUS 12 UNITS
(24) (N) RRUS-32 UNITS /�
(40) TOTAL RRU UNITS A- 1
co
AZIMUTH = 96'
m � �
. 11 WoE
d,
y m m
Mol
W1
e
SECTOR B
(4) (N) VERIZON WIRELESS SECTOR B ANTENNAS
(ON GRID LINE 30), SEE ANTENNA PLAN ON
SHEET A-3 FOR DETAILS, (N) VERIZON WIRELESS
18'-6"X2'-8" (49 SQ FT) ANTENNA LEASE AREA
m `-
�7 m 05
6.0 m
•Meam 0 1
y
. Ng
is w
4 .
3
IHI
X6336
ISSUE STATUS
L
DATE
DESCRIPTION REV.
06/21/17
CD 90% C.C.
07/05/17
CLIENT REV C.C.
07/27/17
CD 100% B. S.
DRAWN BY: C. CODY
CHECKED BY: J. GRAY
APPROVED BY: J. SPORE
DATE: 07/27/17
EQUIPMENT LIST: SITE PLAN
(16) (N) VERIZON WIRELESS ANTENNAS
(8) (N) RRUS-11 UNITS SHEET NUMBER:
(8) (N) RRUS 12 UNITS
(24) (N) RRUS-32 UNITS /�
(40) TOTAL RRU UNITS A- 1
I
II
(E) DOUBLE ACCESS DOORS
EQUIPMENT PLAN
TN
Y"=1'-0"
APPLE
PARK
278981
1 APPLE PARKWAY
CUPER-nNO, CA 95014
� M
d oma
Wtg
tom
4mMEN
DoE
mN�
•— mcm
� emu
d c
w
� 33336
ISSUE STATUJB.S.. p DATE DESCRIPTION
06/21/17 CD 90%
07/05/17 CLIENT REV
07/27/17 CD 100%
DRAWN BY: C. CODY
CHECKED BY: J. GRAY
APPROVED BY: J. SPORE
DATE: 07/27/17
EQUIPMENT PLAN
SHEET NUMBER:
A-2
7r ----yr
Ir ----71
3'-0"
(E) 19" RACK BY OTHERS
L____JI
T ----TI
-Tl- T--- T- T- -
II I II I
II II I II II I II II I
____
____ II II I II II I II II I
3'-0"
F- _ _ _ II
---T
-17 -ter r-- --�- n--- --rr—
II I I I
II II II I II II I II I
I---- I II II I II II I II I
II I I I
Ik====71
II
(E) CABLE LADDER
4'-0"
IL _ _ _ JI // ABOVE, TYP
IT--- �V
II
(8) (E) 4" OSP CONDUITS
Ik ----al
TO ITC OSP VAULTS
-- _-----------__n===____ _-
II
II II II I II II I II I
____ II II I II II I II I
WALL SPACE RESERVED
3'-0"
II II
II
F====al
FOR SERVICE PROVIDERS
II
- -I---- --Ir r-#
II II I I
III
(E) REDI-RAIL CABLE TRAY, SOLID
II II II II I
II II II
BOTTOM, SOLID WALL, NEMA
----
LOADING DEPTH OF 6"D X 36"W,
MOUNTED VERTICALLY ON WALL TO
LEVEL B1 CABLE TRAY
FLOOR SPACE RESERVED
FOR SERVICE PROVIDERS
I
I
I
I
(E) WALL, TYP
I
I
I
I
------------------------------
I
II
(E) DOUBLE ACCESS DOORS
EQUIPMENT PLAN
TN
Y"=1'-0"
APPLE
PARK
278981
1 APPLE PARKWAY
CUPER-nNO, CA 95014
� M
d oma
Wtg
tom
4mMEN
DoE
mN�
•— mcm
� emu
d c
w
� 33336
ISSUE STATUJB.S.. p DATE DESCRIPTION
06/21/17 CD 90%
07/05/17 CLIENT REV
07/27/17 CD 100%
DRAWN BY: C. CODY
CHECKED BY: J. GRAY
APPROVED BY: J. SPORE
DATE: 07/27/17
EQUIPMENT PLAN
SHEET NUMBER:
A-2
(N) VERIZON WIRELESS (E) DOOR & VERIZON
B 18'-6"X2'-8" 49 SQ FT WIRELESS ANTENNA
( ) ACCESS DOOR
ANTENNA LEASE AREA /
11" 11" 11" 11 11 11
@ - ----------- --- .-- -
_
(E) CA OUTLET,
(E) LIGHT SWITCH TYP OF 3
(E) 208V
(E) CABLE TRAY, TYP OF 3 ELECTRICAL PLANEL
B (E) UNISTRUT FRAME, TYP
7
7
1'-4" VERICAL
CLEARANCE, TYP
(N) UNISTRUT TRAMI
AS REQUIRED, V.LF
EXACT LOCATION, TYI
ANTENNA PLAN
(TYP @ ALL SECTORS
Y2"=1'-0„
(E) SECTION OF MECHANICAL SCREEN WALL TO BE
REMOVED & REPLACED W/ (N) FRP SCREENING TO
MATCH (E) SCREEN WALL EXACTLY IN COLOR & DESIGN,
TO BE DONE BY OTHERS, TYP OF 2
(E) STRUCTURAL MEMBER ABOVE
(N) VERIZON WIRELESS ANTENNA
ATTACHED TO (E) UNISTRUT FRAME,
TYP OF 4 (SEE 5/S-2 FOR DETAILS)
(E) SECTION OF SCREEN
TO BE REMOVED, TYP OF 2
(E) 2X6 STEEL POST, TYP OF 4
(N) RRU UNIT, TYP OF 10
SECTOR AZIMUTHS:
A=6'
B=96'
C = 186'
D 276'
VINUUVV, I TY
, TYP
JTENNA
UT FRAME,
DR DETAILS)
-AL SCREEN WALL TO BE
/ (N) FRP SCREENING TO
EXACTLY IN COLOR & DESIGN,
TYP OF 2
3
OF 4
OF 6, SEE
)UNTING
;NEL
)F 2, SEE
)UNTING
JF 2, SEE
)UNTING
TYP
ED BY APPLE
(E) ROOF OVERHANG
(E) SECTION OF MECHANICAL SCREEN WALL
TO BE REMOVED & REPLACED W/ (N) FRP
SCREENING TO MATCH (E) SCREEN WALL
EXACTLY IN COLOR & DESIGN, TO BE DONE
BY OTHERS, TYP OF 2
(N) VERIZON WIRELESS ANTENNA
ATTACHED TO (E) UNISTRUT FRAME,
TYP OF 4 (SEE 5/S-2 FOR DETAILS)
(E) SECTION OF MECHANICAL
SCREEN WALL TO REMAIN
(E) WALL, TYP
(E) BUILDING
SECTION B -B
Y2"=1'-0"
APPLE
PARK
278981
1 APPLE PARKWAY
CUPERTIlQO, CA 95014
ANTENNA PLAN
& SECTION VIEWS
SHEET NUMBER:
A-3
co
m
in 19 �
woEMa
AtumA vm
Fri
m5
�7 in N m
•� — 0Cm
6
U W
�
4 �
(E) 2X6 STEEL POST, TYP OF 4
UI II
uI
(E) CABLE TRAY, TYP OF 3
(N) RRU UNIT, TYP OF 10
86336
I i
(E) UNISTRUT FRAME, TYP
9j�®F�®pie
(N) UNISTRUT FRAME
ISSUE STATUS
AS REQUIRED, V.I.F.
EXACT LOCATION, TYP
DATE
DESCRIPTION REV.
06 21/17
CD 90% C.C.
J
07/05/17
CLIENT REV C.C.
07 27 17
CD 1007 B. S.
DRAWN BY: C. CODY
CHECKED BY: J. GRAY
APPROVED BY: J. SPORE
DATE: 07/27/17
ANTENNA PLAN
& SECTION VIEWS
SHEET NUMBER:
A-3
CONSTRUCTION NOTES
1. EXISTING BUILDING CONSTRUCTION CONDITIONS INDICATED ON THE DRAWINGS SHALL BE FIELD
VERIFIED BY THE CONTRACTOR PRIOR TO PROCEEDING WITH CONSTRUCTION OR ORDERING OF
MATERIALS. IF EXISTING CONDITIONS DO NOT ALLOW FOR DETAILS OF CONSTRUCTION AS SHOWN ON
THESE DRAWINGS, NOTIFY ENGINEER OF RECORD FOR RESOLUTION PRIOR TO PROCEEDING.
CONTRACTOR SHALL EXPOSE AND REVIEW EXISTING CONDITIONS IN A TIMELY MANNER SUCH THAT
ALTERNATE DESIGNS OR DETAILS, IF REQUIRED, MAY BE GENERATED WITHOUT DELAY TO THE
PROJECT.
2. DURING CONSTRUCTION, THE CONTRACTOR SHALL NOT ALTER, DAMAGE OR REMOVE ANY PART OF
THE EXISTING STRUCTURE UNLESS SPECIFICALLY DETAILED ON THESE DRAWINGS.
3. THE INTENT OF THESE DRAWINGS IS THAT THE WORK OF THE ADDITION, ALTERATION,
REHABILITATION, OR RECONSTRUCTION IS TO BE IN ACCORDANCE WITH THE 2013 CBC. SHOULD ANY
EXISTING CONDITIONS SUCH AS DETERIORATION OR NONCOMPLYING CONSTRUCTION BE DISCOVERED
WHICH IS NOT COVERED BY THE CONTRACT DOCUMENTS WHEREIN THE FINISHED WORK WILL NOT
COMPLY WITH THE 2013 CBC, A CHANGE ORDER, OR A SEPARATE SET OF PLANS AND
SPECIFICATIONS, DETAILING AND SPECIFYING THE REQUIRED WORK SHALL BE PREPARED AND
SUBMITTED TO AND APPROVED BY THE BUILDING DEPARTMENT PRIOR TO PROCEEDING WITH THE
WORK.
4. ALL WORK AND MATERIALS SHOWN ARE NEW UNLESS INDICATED AS EXISTING (E).
5. IT MAY BE NECESSARY TO REMOVE ARCHITECTURAL FINISHES, PLUMBING PIPES AND FIXTURES,
ELECTRICAL CONDUIT, FIXTURES, PANELS, BOXES, TELEPHONE OR FIRE ALARM WIRING AND FIXTURES
OR OTHER NON-STRUCTURAL ITEMS TO INSTALL STRUCTURAL WORK AND MATERIALS SHOWN ON
THESE DRAWINGS, SUCH ITEMS SHALL BE REMOVED, REPAIRED AND/OR REPLACED TO MATCH
PRE -CONSTRUCTION CONDITIONS AT THE CONTRACTORS EXPENSE.
6. ALL WEATHER PROOFING. INCLUDING BUT NOT LIMITED TO TORCH DOWN, CAULKING, Z -FLASHING OR
ANY OTHER MATERIAL THAT MAY BE ALTERED DURING INSTALLATION SHALL BE REPAIRED REPLACED
AND/OR MODIFIED TO ENSURE THE BUILDING AT THE INSTALLATION SITE IS WEATHER PROOF.
7. ANY PROPOSED SUBSTITUTIONS FOR STRUCTURAL MEMBERS, HARDWARE, ANCHOR TYPES, OR
DETAILING INDICATED IN THESE DRAWINGS SHALL BE SUBMITTED TO AND REVIEWED BY THE
ENGINEER OF RECORD PRIOR TO ORDERING MATERIALS. SUCH REVIEW SHALL BE BILLED ON A TIME
AND MATERIALS BASIS TO THE CONTRACTOR WITH NO GUARANTEE THAT THE SUBSTITUTION WILL BE
ALLOWED.
8. CONTRACTOR SHALL ENSURE ALL ROOF AREAS HAVE POSITIVE SLOPE TO ALL EXISTING ROOF
DRAINS. PROVIDE ADDITIONAL CRICKETS OR BUILD UP ROOFING AS REQUIRED TO PROVIDE POSITIVE
DRAINAGE AROUND ALL NEW CONSTRUCTION INCLUDING ANY CURBS, SLEEPERS, SUPPORT BASES,
ETC.
STRUCTURAL STEEL NOTES
1. ALL STEEL CONSTRUCTION INCLUDING FABRICATION, ERECTION AND MATERIALS SHALL COMPLY WITH ALL
REQUIREMENTS OF THE 2010 AISC SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF
STRUCTURAL STEEL FOR BUILDINGS AND THE 2013 CBC.
2. ALL STRUCTURAL STEEL SHALL BE ASTM A36 UNLESS OTHERWISE NOTED. ALL WF (WIDE FLANGE) & WT
(TEE) SHAPES TO BE ASTM A992 (FY=50,000 PSI) UNLESS NOTED OTHERWISE. ALL STRUCTURAL
TUBING (TS OR HSS) SHALL BE ASTM A500 GRADE B (FY=46,000 PSI). ALL STEEL PIPE SHALL BE
ASTM A53 (TYPE E OR S, GRADE B (FY=35,000 PSI)) SCHEDULE 40 WITH OUTSIDE DIAMETERS GIVEN
UNLESS OTHERWISE NOTED.
3. ALL WELDING SHALL BE PERFORMED USING E70XX ELECTRODES AND SHALL CONFORM TO AISC & AWS
D1.1. WHERE FILLET WELD SIZES ARE NOT SHOWN PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE
AISC SPECIFICATION. PAINTED SURFACES SHALL BE TOUCHED UP.
4. ALL WELDING SHALL BE PERFORMED BY QUALIFIED, CERTIFIED WELDERS.
5. BOLTS SHALL BE GALVANIZED ASTM A325 N MINIMUM. BOLTED CONNECTIONS SHALL BE BEARING TYPE.
SEE PLANS FOR LOCATION, NUMBER, & SIZE OF BOLTS. SPECIAL INSPECTION NOT REQUIRED U.O.N.
6. THREADED RODS SHALL BE ASTM F1554, GR 36 U.O.N. BOLTED CONNECTIONS SHALL BE BEARING TYPE.
SEE PLANS FOR LOCATION, NUMBER, & SIZE OF BOLTS.
7. ALL HOLES FOR BOLTED CONNECTIONS SHALL BE 1/16" LARGER THAN THE NOMINAL BOLT DIAMETER.
USE STANDARD AISC GAGE AND PITCH FOR BOLTS EXCEPT AS NOTED OTHERWISE. HOLES FOR ANCHOR
BOLTS IN BASE PLATES MAY BE AISC "OVERSIZE" HOLES WHERE ACCOMPANIED BY OVERSIZED
HARDENED HOT DIPPED GALVANIZED WASHERS,
8. ALL SHOP FABRICATED STEEL STRUCTURAL MEMBERS FOR EXTERIOR USE SHALL BE HOT DIP
GALVANIZED PER ASTM A123 AFTER FABRICATION & PAINTED PER CUSTOMER SPECIFICATIONS AS
REQUIRED. STEEL FOR INTERIOR USE SHALL BE SHOP COAT OR GALVANIZED & PAINTED PER PLAN.
9. ALL FIELD FABRICATED GALVANIZED STEEL THAT IS CUT, GROUND, DRILLED, WELDED OR DAMAGED
SHALL BE TREATED WITH "ZINC RICH" COLD GALVANIZING SPRAY OR COATING. NO RAW STEEL SHALL
BE EXPOSED.
10. AT ALL WEB STIFFENER PLATES LEAVE %"6 (OR K, WHICHEVER IS LARGER) HOLE @ WEB/FLANGE
INTERSECTION UNLESS NOTED OTHERWISE.
11. BOLTS AT ANTENNA & RRU MOUNT TO BE A325M U.O.N.
12. ALL NUTS SHALL BE ASTM A563/A563M ALL WASHERS SHALL BE ASTM F436/ F436M.
LIGHT GAUGE METAL FRAMING
1. ALL LIGHT GAUGE METAL FRAMING SHALL BE PER THE REQUIREMENTS OF THE 2013 CBC AND THE
NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS
OF THE AMERICAN IRON AND STEEL INSTITUTE (AISI-NAS-07 PER CBC CHAPTER 35)
2. ALL METAL FRAMING SHALL BE FORMED FROM GALVANIZED STEEL CONFORMING TO ASTM A653 OR
ASTM A1011 WITH MINIMUM YIELD STRENGTH OF 33KSI FOR 43 MILS (18GA) AND LIGHTER 5OKSI FOR
54 MILS (16 GA) AND HEAVIER, U.O.N. FULLY ENCLOSED WORK OF 14GA OR THICKER MAY BE ASTM
A653 SHOP COAT.
3. GALVANIZED COATING MUST MEET THE ASTM C955 SPECIFICATION.
4. METAL TRACKS SHALL BE THE SAME GAUGE AS FRAMING WHICH IT SUPPORTS, UNLESS NOTED
OTHER WISE WITH MINIMUM FLANGE WIDTH OF 1Ya" AND MINIMUM PROPERTIES AS SHOWN IN THE
LIGHT GAUGE METAL FRAMING SCHEDULE.
5. ALL WELDING SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE CBC AND THE
STRUCTURE WELDING CODE -SHEET STEEL OF THE AMERICAN WELDING SOCIETY (AWS D1.3 PER CBC
CHAPTER 35).
6. FACTORY PUNCH -OUTS FOR STUDS TO BE LOCATED ONLY ALONG THE CENTERLINE OF THE WEBS OF
THE MEMBERS AND HAVE A MINIMUM CENTER -TO -CENTER SPACING OF 24". PUNCH -OUTS TO HAVE
A MAXIMUM WIDTH=HALF THE MEMBER DEPTH (D/2) OR 2Y", WHICHEVER IS LESS, AND A MAXIMUM
LENGTH=022". LIGHT GAUGE FRAMING MEMBERS SHALL BE CUT SUCH THAT THE MINIMUM DISTANCE
BETWEEN THE END OF THE MEMBER AND THE NEAR EDGE OF THE WEB PUNCH-OUT=10".
7. ALL HEADER, JOIST & BEAM MEMBERS SHALL BE UN -PUNCHED.
8. ALL SCREWS SHALL BE TEKS/TRAXX SELF -DRILLING SCREWS BY ITW BUILDX, OR APPROVED
EQUIVALENT. INSTALL PER MANUFACTURES INSTRUCTIONS AND RECOMMENDATIONS FOR MAXIMUM
RATED LOADING CAPACITIES.
9. ALL SCREWS SHALL BE HOT DIPPED GALVANIZED.
JMA
X7CQAP-FRO-260
(18.8")--------------
L___j
Tnn � mini
LEFT VIEW FRONT VIEW
ANTENNA DETAIL
1 1)/2"=1'-0" MAX WEIGHT: 13 LBS
(12.1' )
ERICSSON
TOP VIEW
RRUS-32
6.7
(26.7")
L
E-PnNIT WIF-W
RI(_I-IT WIF-W
RRUS-32 DETAIL
2 1"=1'-0" MAX WEIGHT: 60 LBS
ERICSSON
RRUS-11
(7.2")
FRONT VIEW RIGHT VIEW
RRUS-11 DETAIL
3 1"=1'-0" MAX WEIGHT: 50 LBS
M12 H
RRUS-12 DETAIL
�J 1"-1'-0" MAX WEIGHT: 50 LBS
ISO VIEW TYP
M12 SPRING WASHER, TYP
M12 HEX NUT, TYP
MOUNTING
HARDWARE
(VARIES)
FYP
PIPE PER PLAN
PANEL
ANTENNA
(VARIES)
Lj
CInP_ WIP-W
ANTENNA POLE MOUNT rANTENNA MOUNT DETAIL
RRU PER PLAN
iEX BOLT, SPRING WASHER
\T WASHER, TYP OF 4
TING BRACKET
DED BY MANUFACTURER
WALL MOUNTING BRACKET
14GA STEEL MIN PROVIDED
BY MANUFACTURER
EQUIPM
7 3" ENT MOUNTING p MOUNTING DETAIL
=1'-O" U NOT TO SCALE
RRU PER PLAN
M12 HEX BOLT, SPRING WAS[
& FLAT WASHER, TYP OF 4
MOUNTING BRACKET
PROVIDED BY MANUFACTUREF
WALL MOUNTING BRAC[
14GA STEEL MIN PROM
BY MANUFACTURER
MOUNTING DETAIL
9 NOT TO SCALE
APPLE
PARK
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ISSUE STATUS
L DATE DESCRIPTION REV.
06/21/17 CD 90% C.C.
07/05/17 CLIENT REV C.C.
07127117 CD 100% B.S.
DRAWN BY: C. CODY
CHECKED BY: J. GRAY
APPROVED BY: J. SPORE
DATE: 07/27/17
STRUCTURAL
NOTES & DETAILS
SHEET NUMBER:
S-1
--VF
(N) UNISTRUT PIPE
F
11
11
CLAMP, TOP & BOTTOM
TOP VIEW
ERICSSON
(N) UNISTRUT P1000
RRUS-12
HORIZONTAL, SPAN TO
(E) SUPPORT POSTS __T_
(75')
2'-0" 1
(N) ADJUSTABLE
ANTENNA CLAMP
M12 SPF
WASHER,
(E) 6"x2" ALUMINUM MIN
JMA #919017 KIT
SUPPORT POST I
M12 F
WASHER,
a
(N) ANTENNA
(20.4") a
(N)"0 UNISTRUT
BOLT & SPRING
[y;;
2j" O.D. STD.
M12 HEX
'�.'r�°���.
1Qy`
NUT, TYP EA END
GALV. PIPE
NUT, TYP
(E) UNISTRUT WELDED
P-RMIT VIEW
RICIN WIFW
TO (E) VERT POST
RRUS-12 DETAIL
�J 1"-1'-0" MAX WEIGHT: 50 LBS
ISO VIEW TYP
M12 SPRING WASHER, TYP
M12 HEX NUT, TYP
MOUNTING
HARDWARE
(VARIES)
FYP
PIPE PER PLAN
PANEL
ANTENNA
(VARIES)
Lj
CInP_ WIP-W
ANTENNA POLE MOUNT rANTENNA MOUNT DETAIL
RRU PER PLAN
iEX BOLT, SPRING WASHER
\T WASHER, TYP OF 4
TING BRACKET
DED BY MANUFACTURER
WALL MOUNTING BRACKET
14GA STEEL MIN PROVIDED
BY MANUFACTURER
EQUIPM
7 3" ENT MOUNTING p MOUNTING DETAIL
=1'-O" U NOT TO SCALE
RRU PER PLAN
M12 HEX BOLT, SPRING WAS[
& FLAT WASHER, TYP OF 4
MOUNTING BRACKET
PROVIDED BY MANUFACTUREF
WALL MOUNTING BRAC[
14GA STEEL MIN PROM
BY MANUFACTURER
MOUNTING DETAIL
9 NOT TO SCALE
APPLE
PARK
278981
1 APPLE PARKWAY
CUPERTIlQO, CA 95014
ro
� M
U��
mWa,
d Hca
wtg
�.a
�7 DoE
mN�
•�
emu
0 Y c
d c
w
P_
X6336
PC
ISSUE STATUS
L DATE DESCRIPTION REV.
06/21/17 CD 90% C.C.
07/05/17 CLIENT REV C.C.
07127117 CD 100% B.S.
DRAWN BY: C. CODY
CHECKED BY: J. GRAY
APPROVED BY: J. SPORE
DATE: 07/27/17
STRUCTURAL
NOTES & DETAILS
SHEET NUMBER:
S-1