ONE OCEAN -ANTENNA MODIFICATION DRAWINGS T ff Mobiles
Mobile 7025 AC SKINNER PARKWAY
.00F COMPLIANM JACKSONVILLE, FL 32256
IRMFEWED V:O" C IC BEACII PHONE: (904) 251-0014
Cily of: ATLAN" 't)C)I-TIONAL
sfiE peflmvTs f:ORI A cotmITIONS
L700 UPGRADE mou,11EMEN-FSAW
ATV- LZ—.4't
T-MOBILE SITE #: 9JK0033A ""Wet)oy-'s A:-- ,)
Kimley)))Horn
12740 GRAN BAY PARKWAY WEST.
SUITE 2350
JACKSONVILLE, FL 32258
SITE INFORMATION SHEETINDEX
:Al i�'
NEPTUNE BEACH PHONE (904) 828-3900
T-MOBILE SITE NAME:
SHEET NO. HEET DESCRIPTION
S
T-MOBILE SITE M. SJK0033A f WWW.KIMLEY-HORN.COM
TITLE SHEET
T-1
y'
C-1 ROOF PLAN AND ANTENNA DETAILS
SI[TE ADDRESS:
11 OCEAN BLVD.
ATLANTIC BEACH,FL 32233 4,
S-1 BUILDING ELEVATION
COUNTY: DUVAL
AN-1 RF DATA SHEET
-2 RF P M 0 REV:10 DATE: DESCRIPTION:MNNNNNW�BY:
JURISDICTION: CITY OF ATLANTIC BEACH -AN LUMBING DIAGRA
SITE COORDINATES: N 30*19'31.08"VT
ON?IN 81-23'42.0-
T
SITE TYPE: L700 UPGRADE SITE
STRUCTURE TYPE, ROOFTOP
TOWER HEIGHT* 1100'-W AGL 4 04/17/17 REVISED PER AGENCY COMMENTS BSD
3 02/08/17 REVISED PER COMMENTS BSD
ANTENNA C.L. HEIGHT: 110'-O"AGL
2 108/10/16 1 REVISED I
BUILDING OWNER NAME- ASHFO 0 ATLANTIC PER COMMENTS CAR
1 07/15/16 REVISED PER COMMENTS CAR
BEACHILLP
KHA PROJECT MANAGER- BRIAN DEITSCH,PE 0 107/13/16 ISSUED FOR REVIEW JJPH
(904)828-3900 DRAWN BY;�CHECKED BY.
T-MOBILE CONTACT- KELLY WILLIAMSON j
CAR
(904)25"014 JPH
W KHA PROJECT NUMBER:
RICHARD SHIRAH
SITE ACQ MANAGER
045463000
(912)268-2083
PARCEL I.D.: 1170229-0000 ENGINEEI V81IIkk..........
KEY MAP
RDS N,\
BUILDING CODES AND STANDA N N
ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE
3Td,B' VATH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE
PROJECT SCOPE OF WOW.
LOCAL GOVERNING AUTHORITIES, NOTHING IN THESE PLANS IS TO BE
THIS PROJECT CONSISTS OF THE REMOVAL OF (6) PANEL
CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES.
ANTENNAS, (1) COVP, (1) FRIG RRU, (1) FXFB RRU, AND THE X
FLORIDA BUILDING CODE. FBC 2014, 57H EDITION
INSTALLATION OF (3) PANEL ANTENNAS NTH NEW MOUNTS, AND BUILDINGAWELUNG CODE: FBC 2014, 5TH EDITION
2�d St
ASSOCIATED WORK. STRUCTURAL CODE. FBC 2014, 5TH EDMON
0,
PWMBING CODE: FBC 2014, 5TH EDITION
MECHANICAL CODE:
DRECDON& FBC 2014, STH EDITION
nRE/UFE SAFETY CODE: FLORIDA FIRE PREVENTION CODE
ELECTRIC CODE: NEC 2011
IF
PROCEED FROM 7025 AC SKINNER PKWY TOWARD BELFORT RD Att.W.
0.5 MI. TURN RIGHT ONTO BELFORT RD 0.2 MI. TAKE RAIVP FOR
TOWER STRUCTURAL CODE: TlA-222-G
CIO
M%p
SR-202 E / BUTLER BLVD / J TURNER BUTLER BLVD 3.1 MI. DESIGN WND SPEED: 125 MPH*
f 77073
*PER STRUCTURAL ANALYSIS BY WALKER ENGINEERING, INC., DATED 12/17/07,
TAKE RAMP RIGHT FOR 1-295 NORTH TOWARD FLORIDA S FATE
COLLEGE / UNIV OF NORTH FLORIDA / INTI AIRPORT 4,1, AMLD AT EXPOSURE V. IMPORTANCE FACTOR 1.15
T R
EXIT 49, TAKE RAMP RIGHT FOR ST JOHNS BLUFF RD =PROJECT INFORMA PON:
IN THE EVENT A CONFLICT ARISES BETWEEN STANDARD REQUIREMENTS AND
ST JOHNS BLUFF RD 1.0 MI. TURN RIGHT ONTO SR-10 E k0"ws
LISTED CODES, THE MORE RESTRICTIVE REQUIREMENT WILL TAKE PRECEDENCE.
ATLANTIC BLVD 7.5 Mi. TURN LEFT ONTO SHERRY DR 24E FT.
TURN RIGHT ONTO AHERN ST 0.2 Mi. TURN RIGHT ONTO E
9JK0033A
COAST DR, AND THEN IMMEDIATELY TURN LEFT ONTO AHERN ST 0"
NEPTUNE BEACH
306 FT. TURN RIGHT ONTO OCEAN BLVD 148 FT. ARRIVE kT 1
OCEAN BLVD, ATLANTIC BEACH, FL 32233. THE SITE IS 014 THE
Y
ROOF. ALM" b 1 OCEAN BLVD
L
I
DIMMM'bjyd�
ATLANTIC BEACH,FL 32233
www.cbyd.
SHEET TITLE:
F�
to PI MAY
"!j
2017
THE CONTRACTOR MUST VERIFY ALL FIELD MEASUREMENTS A kNO �V' TITLE SHEET
CONDITIONS PRIOR TO DID AND TO COMMENCEMENT OF
AREA MAP
SHEET NUMBER:
T-1
NOTES* EXISTING SCREEN WALL
EXISTING PENTHOUSE
1. ALL COAXIAL CABLE CONNECTORS AND
EXIST
TRANSMITTER EQUIPMENT SHALL BE AS ING BUILDING
SPECIFIED BY THE OWNER AND IS N OVERALL 1100FTOP PLAN
OT
INCLUDED IN THESE CONSTRUCTION SCALE:I"=20'
DOCUMENTS. THE CONTRACTOR SHALL SCALE BASED ON I 1"xi 7'ONLY
FURNISH ALL CONNECTION HARDWARE Mobile
REQUIRED TO SECURE THE CABLES. GRAPHIC SCALE
0
CONNECTION HARDWARE SHALL BE REFER TO DETAIL z 7025 AC SKINNER PARKWAY
STAINLESS STEEL CONTRACTOR TO
0 10 2C 40 2/C-1 FOR w
WATERPROOF ALL CONNECTORS. JACKSONVILLE, FIL 32256
EQUIPMENT PLAN
PHONE: (904) 251-0014
2. NO SITE GRADING, PLUMBING, TRENCHING
EXISTING ROOFTOP
OR FOUNDATION WORK IS BEING
PERFORMED. Di F LrT
3. NORTH ARROW SHOWN ON PLANS
REFERS TO TRUE NORTH. CONTRACTOR
SHALL VERIFY NORTH AND INFORM
ARCHITECT/ ENGINEER OF ANY
DISCREPANCY BEFORE STARTING
CONSTRUCTION.
4. CONTRACTOR MUST HAVE A FULL SET OF
EUPEN CONNECTOR TOOLS THAT WILL BE EXISTING FRIG MOUNTEE
INSPECTED ON SITE BY A T-MOBILE BELOW EXISTING ANTENr A.
REPRESENTATIVE. (TYP 1 PER SECTOR, 3
TOTAL)
5. CONNECTOR INSTALLERS MUST HAVE A minuuMorn
CURRENT EUPEN CERTIFICATION AND EXISTING EXISTING EXISTING COVP (TYR 1 EXISTING FXFB MOUNTED EXISTING T-MOBILE ROOFTOP INVENTORY 12740 GRAN BAY PARKWAY WEST,
HAVE PROOF OF SUCH ON THE JOB PENTHO SE DOOR PER SECTOR, 3 TOTAL) BELOW ANTENNA. (TYP I PER (TO REMAIN) SUITE 2350
SITE. SECTOR, 3 TOTAL) JACKSONVILLE, FL 32258
EXISTING FRIA MOUNTED BELOW TMBXX-6517-R2M (QUAD) ANTENNAS 6 PHONE (904) 828-3900
6. CONDUCT A PRE-CONSTRUC11ON SITE ANTENNA. (TYP 1 PER SECTOR, WWW.KIMLEY-HORN.COM
VISIT AND VERIFY EXISTING SITE 3 TOTAL) INSIN FRIG 3
CONDITIONS AFFECTING THIS WORK.
REPORT ANY OMISSIONS OR EXISTING EMON
DISCREPANCIES FOR CLARIFICATION METER MOUNTED TO FHFB 3
PRIOR TO THE START OF CONSTRUCTION. PENTHOUSE WALL FXFB
3
NO CLAIM FOR EXTRA COMPENSATION EXISTING DISC 0 REV.W DATE:�DESCRIPTION:MMEM�BY;
WILL BE RECOGNIZED IF DIFFICULTIES EXISTING RADIO MOUNTED TO ONNECT FRIA 3
COMMUNICATIONS BOX
ARE ENCOUNTERED WHICH AN PENTHOUSE WALL
EXAMINATION OF SITE COND17IONS AND EXISTING EXISTING DAS EXISTING OPTOMAN COVP 3
CONTRACT DOCUMENTS WOULD HAVE BOX CONTROLLER -EXISTING EQUIPMENT HYBRID FIBER CABLE (1.24-0)
REVEALED. (EMPTY) CABINET (OTHER CARRIER) 1 4 04/17/17 REVISED PER AGENCY COMMENTS 8
SD
7. WIRING DEVICES AND EQUIPMENT SHALL EXISTING MOUNTED TO PENTHOUSE EXISTING COAX CABLE (1-5/8"0) T2/08/17
BE UL LISTED AND SPECIFICATION BREAKER nC- WALL 12 3 REVISED PER COMMENTS BSD
�2f
GRADE. PANEL 2 08 10/16 REVISED PER COMMENTS CAR
EXISTING _EXISTING GPS 1 07/15/16 REVISED PER COMMENTS CAR
8. MATERIALS SHALL BE NEW AND EXISTING ssc ANTENNA MOUNTED PROPOSED T-MOBILE ROOFTOP INVENTORY 0
CONFORM TO THE APPLICABLE FCOA CABINET TO PENTHOUSE 0 07/13/16 ISSUED FOR REVIEW IFH
STANDARDS ESTABLISHED FOR EACH P GAMMA SEC 0 CABINET WALL DRAWN By.MNWIIIIEM�CHECKED BY:
ITEM BY THE ORGANIZATIONS LISTED AZ = 265* S8NH-1D65C ANTENNAS (NTH NEW MOUNT) JPH CAR
BELOW. EXISTING TELCO CABINET
EXISTING FRLB KHA PROJECT NUMBER:
SJPPRESSOR
-AMERICAN SOCIETY FOR TES11NG AND OPTOMAN EKISTING SURGE
ENGIN
BAR ROOFTOP INVENTORY ..............
MATERIALS (ASTM) EXISTING GROUND
-UNDERWRITER'S LABORATORY (UL) EOSTING METER r3
-NATIONAL ELECTRICAL MANUFACTURING EXISTING A/C PANEL NOT TO SCALE
\,XCEiV,?
-AMERICAN STANDARDS EXISTING T-MOBILE LTE -
ASSOCIATION (NEMA) �_l
ASSOCIATION (ASA) UMTS PCS ANTENNAS MOUNTED MECHANICAL DOWN71L PROPOSED ANTENNA
-NATIONAL FIRE PROTECTION TO PENTHOUSE WALL. (TYP 1 BRACKET Z
ASSOCIATION (NFPA)
PER SECTOR, 3 TOTAL) *0
9. ALL PROPOSED EQUIPMENT IS LOW
0.
VOLTAGE. DC POWER. EXISTING F-MOBILE LTE - AWS
ANTENNAS MOUNTED TO
PENTHOUSE WALL. (TYP 1 PER �0' YORI
THE PROPERTY SHOWN HEREON FALLS SECTOR, 3 TOTAL)
WITHIN FLOOD ZONE Y AS SHOWN ON EXISTING A
THE FLOOD INSURANCE RATE MAP, HOOD PROPOSED T-MOBILE LTE 700 GSM NOTES:
COMMUNITY PANEL NUMBER PCS-UMTS AWS ANTENNA. (TYP 1 PER FL PRIWESSION&L ENGINM UC. 77073
12031CO409H. DATED JUNE 03, 2013. 10_ 1. ANTENNA MOUNT, ANTENNA, AND MOUNTING FL COMHOW OF NM*WAIM f OWDOM
3
E
S
E
NO FIELD MEASUREMENTS WERE USED IN 0 SECTOR, 3 TOTAL). MOUNTS TO BE
r,
0
uj HARDWARE SHALL MEET OR EXCEED THE PROJECT NFORMAnON:
THIS DETERMINATION. REPLACED PER STRUCTURAL PE CURRENT WIND SPEED RATING PER
W,
LETTER BY KIMLEY-HORN, DATED JULY
21, 2016. PROPOSED MOUNT DETAILS ANTENNA MOLINTING-/ ANSI/TIA-222-G-1 AND ALL LOCAL CODES.
NOTES:
INCLUDED IN THIS PLAN SET. PIPE 9JK0033A
a- 2. GROUND ANTENNA MOUNTING PIPE PER NEPTUNE BEACH
l. CONTRACTOR SHALL COORDINATE CLIENT REQUIREMENTS.
EXACT PLACEMENT OF EXISTING AND EXISTING STEALTH
PROPOSED ANTENNAS AND RRU'S NTH 3. WHEN REQUIRED. CONTRACTOR TO PROVIDE 1 OCEAN BLVD
T-MOBILE CONSTRUCTION MANAGER. L2 SHIELD NEW MOUNTING PIPES AND HARDWARE. ATLANTIC BEACH,FIL 32233
2. NO EQUIPMENT WLL BE INSTALLED IN
SUCH A MANNER THAT BLOCKS THE #2 STRANDED GREEN SHEET PTLE:
CLIMB PATH, AND/OR TRAPS THE GRAPHIC SCALE INSULATED COPPER
SAFETY CLIMB. 0 2.5 5 10 0/ CONDUCTOR (TYP) ROOF PLAN AND
3. FHFB & FRBG RADIOS INTEGRAL TO EQUIPMENT PLAN 2 HOLE GROUND ...... ANTENNA DETAILS
,. .0 .....
SCALE:1' 5. LUG (TYR) EXISTING SECTOR SHEET NUMBER:
FASB/RAS ANTENNA FOR ALL THREE SCALE BA 0 LY GROUND BAR (TYP)
SECTORS. SED ON I I"xl 7"ON
L IN Fm ANTENNA MOUNT DETAIL
\'E�_i NOT TO SCALE C-1
NOTES:
1. IF ANY WORK IS PERFORMED AT THIS SITE THAT REQUIRES THE SITE TO BE OFF AIR OR TURNED DOWN, T-MOBILE IS
TO BE NOTIFIED 48 HOURS PRIOR TO CONSTRUCTION.
2. ANTENNA INSTALLATION SHALL BE CONDUCTED BY FIELD CREWS EXPERIENCED IN THE ASSEMBLY AND ERECTION OF T - -Mobiles
RADIO ANTENNAS, TRANSMISSION LINES AND SUPPORT STRUCTURES. AN rENNA WORK TO BE INSTALLED PER THE
REQUIREMENTS OF THE TOWER MANUFACTURER'S SPECIFICATION. 7025 AC SKINNER PARKWAY
3. CONTRACTOR TO VERIFY COAX ROUTING NTH T-MOBILE PRIOR TO CONSTRUCTION. JACKSONVILLE, FL 32256
PHONE: (904) 251-0014
4. THESE DRAWINGS SHALL NOT BE RELIED UPON AS AN INDICATION THAT 'HE STRUCTURE, ITS COMPONENTS, AND ITS
FOUNDATION HAVE ADEQUATE STRUCTURAL CAPACITY TO SUPPORT ALL EXISTING AND PROPOSED ANTENNAS, MOUNTS,
EQUIPMENT, AND COAXIAL CABLES. KIMLEY-HORN HAS NOT PERFORMED A STRUCTURAL ANALYSIS ON THE TOWER,
FOUNDATION, ANTENNA MOUNT, AND ALL ITS COMPONENTS. IT IS THE RESPONSIBILITY OF THE OWNER TO HAVE A
STRUCTURAL ANALYSIS PERFORMED IN ACCORDANCE WITH ALL APPLICABiE CODES AND STANDARDS PRIOR TO THE
INSTALLATION OF ANY PROPOSED EQUIPMENT, COAXIAL CABLES, ANTENN)S, OR APPURTENANCES ON THE TOWER. THIS
STRUCTURAL ANALYSIS SHALL BE SIGNED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER.
PROPOSED T-MOBILE ANTENNAS (TYP 1 PER
SECTOR, 3 TOTAL). MOUNTS TO BE REPLACED
PER STRUCTURAL PE LETTER BY KIMLEY-HORN,
DATED JULY 21, 2016. PROPOSED MOUNT
DETAILS INCLUDED IN THIS PLAN SET. Kj m Ite 1 Ly, H o r n
EXISTING ANTENNAS MO 12740 GRAN BAY PARKWAY WEST,
BEHIND PENTHOUSE STEALTH SUITE 2350
SCREENING JACKSONMLLE, FL 32258
f:z PHONE (904) 828-3900
EXISTING PENTHOUSE F , : - WWW.KIMLEY-HORN.COM
CL PROPOSED T-MOBILE ANTENNAS
STEALTH SCREENING
0 110'-0- AGL (RAD CENTER)
v
0 REV. DATE: DESCRIPTION: BY:
Z77 _�_EXISTING MAIN ROOF,
@ ±100'-O" AGL
I PMENT 4 04/17/17 REMSED PER AGENCY COMMENTS BSD
CABINETS INSTALLED IN 3 02/08/17 REMSED PER COMMENTS BSD
PENTHOUSE EQUIPMENT ROOM 2 108 10 16 1 REASED PER COMMENTS I C-AR
1107/15/16 1 RE\IISED PER COMMENTS CAR
EXISTING T-MOBILE EQU�
0 107/13/16 1 ISSUED FOR REMEW IN,
DRAWN BY:�CHECKED BY:
JPH CTR�
KHA PROJECT NLJM� .....
W ENC;Lft�N'SIVIp
EXISTING ±100'-O"
BUILDING C,
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M PROJECT INFORMATIO
9JK0033A
NEPTUNE BEACH
I OCEAN BLVD
ATLANTIC BEACH,FIL 32233
GR ADE
W SHEET TITLE-
: , 7
BUILDING ELEVATION
SHEE NUMBER:
BUILDING ELEVATION
11�_, NOT TO SCALE rIF S-1
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Section 1-Site Information Cw-".Tv"
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L�IeWws4dgr. GSM19WEShunwn LwAlnt ASHFORD JACKSONVILLE, FL 32256
RANT-mistc. 792A-Ft. ALT-whar. 792kFWSq PHONE: (904) 251-0014
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S-�Eqp� JACKSONVILLE, FL 32258
PHONE (904) 828-3900
Sector3l(Proposed)view1froinfront(Note:the images shineview from behind) WWW.KIMLEY—HORN.COM
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A.d..T.61L =L21- 3 02/08/17 REVISED PER COMMENTS BSD
Sectorl(pMpoged)vieWftoMfMnt(Note.-djeWtagesshoWViev,ftom behind) 2 108/10/16 1 REVISED PER COMMENTS CAR
D�ItT.A. L=I— 1107/15/16 IREVISED PER COMMENTS CAR
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DRAWN BY:�CHECKED BY�
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A�T
1 OCEAN BLVD
ATLANTIC BEACH,FL 32233
ETIN
Me SHEET TITLE:
C.M.
IMA, RF DATA SHEET
Do—/
NOTES: R." SHEET NUMBER
1. DIAGRAMS PROVIDED BY T—MOBILE AND RF DATA SHEET AN-1
ARE FOR INFORMATIONAL PURPOSES ONLY. NOT TO SCALE
Mobile-
NSN Cwfigumt1an 79*-FtUSq 7025 AC WNNER PARKWAY
JACKSONVILLE, FL 32256
PHONE: (904) 251-0014
L
Kimleelyno Horn
12740 GRAN BAY PARKWAY WEST,
EL - SUITE 2350
JACKSONVILLE, FL 32258
PHONE (904) 828-3900
Air WWW.KIMLEY-HORN.COM
----------
0 REV. DATE: DESCRIPTION:MEMNMMWW�BY:
RE\AsED PER AGENCY COMMENTS BSD
4 04/17/17
3 02/08/17 REVISED PER COMMENTS BSD
2 08/10/16 REMSED PER COMMENTS CAR
.1__
1 07/15/16 1 REASED PER COMMENTS CAR
R REMEW
10 107/13/16: ISSUED FOR REM _]fH
DRAM BY:I BY:
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9JK0033A
NEPTUNE BEACH
I OCEAN BLVD
ATLANTIC BEACH,FL 32233
SHEET TITLE:—
NOTIES6 RF PLUMBING
tt=7_1
1. DIAGRAMS PROMDED BY T-MOBILE AND DIAGRAM
ARE FOR INFORMATIONAL PURPOSES ONLY. SHEET NUM13E
2. POWER CABLES STATED IN DIAGRAM CARRY r-i"\ PLUMBING MA-GRAM
LOW VOLTAGE CURRENT ONLY (24-48 NOT TO SCALE AN-2
VOL'M MAXIMUM).
4 3 2
REVISION STATUS
OF SHEETS oescmPnoN 0"TE _T-APPAOVMD
SHT 1 1 L 2_[�U4
NOTES: RSf I N/r,I NIC I NIC I NG I WC I I
1. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 GRADE.
D 2. ALL CONNECTIONS SHAL .CONFORM TO AISC MANUAL OF STEEL CONSTRUCTION.
ALL BOLTS SHALL BE A3211-X; SIZE AS SHOWN ON DRAWING. 0
ALL RODS SHALL BE ASTh A36;SIZE AS SHOWN ON DRAWING.
3. ALL STRUCTURAL STEEL HALL BE FABRICATED TO FIT AT BOLTED
CONNECTIONS WITHIN 1/1 251NCH TOLERANCE.
4. STRUCTURAL STEEL SHA_L NOT BE FLAME CUT UNDER ANY CIRCUMSTANCES PIN PIPE ASSY.SPECS. LOAD LIMMS
SIZE
WITHOUTAPPROVAL OF 7 iE ENGINEER. Wi% EPAT EPAN WT._FFORCE AREA 1 AREA 2
5. ALL WELDING SHALL BE DONE BY AN AWS CERTIFIED WELDER AND IN MA-238 0 2-W 21.00 154.3 32.4 250 1 950 Z730 Z375
COMPLIANCE WITH AWS 0.1. ALL WELD SIZES SHALL BE THE MAXIMUM ALLOWED - -
By THE MATERIAL BEING li/ELDED WITH 0.030 WIRE WIRE-WELD. VMA-300 Or 21-25 154.3 32-4 250 950 2,730 Z375
6. NOT DIP GALVANIZE ALL%'c TRUCTURAL STEEL. TOUCH UP ALL FIELD WELDS WMA-WO 03-1/2' 21.50 156.4 34.7 250 1,000 2,875 Z500
AND ABRADED AREAS WIT-1 TWO COATS OF GALVANIZED PAJNT. -
7. DO NOT EXCEED THE FOL OWING LOAD WEIGHT&AREA LIMITS: VVMA-450 04-lrZ MOO 156.4 34.7 250 1.00C 00
MAX.COMBINED LOAD WEIGHT : SEE TABLE(LBS.) --
MAX.COMBINED LO
Lo�g�9�CE(PwA): SEE TABLE(LBS.)
MAX COMBINED A M AT 181 MPH (V ULT)OR 140 MPH(VASD):SEE TABLE(SO.-IN.) c
MAX.COMBINED LOAD AMF AT I S4 MPH(V ULT)OR 150 MPH(VASD):SEE TABLE(SO.-IN.)
8.LOAD WEIGHT(DEAD WEII IS THE COMBINED WEIGHT OF ALL ANTENNAS AND HARDWARE
9."LOAD AREA7 IS LARGEST �SECTION AREA OF ANTENNA.
I
10. LOAD RATING DETERMIN IN ACCORDANCE WITH TIA-EIA-222-G-2,
FLORIDA BUILDING CODE 2 14,AND A.S.C.E.7-10:
ANTENNA CL HEIGHT. I 5V
RISK CATEGORYt II
WIND DIRECTION FACTOR: 0.85
EXPOSURE CATEGORY.,C 4 is 12NA NUT,HEX- 1121-13 A 325 GALV.STEEL NOTE il-
TOPOGRAPHIC CATEGORY 1.00 4 17 12LW VASHER LOCK-0117 A325 GALV.STEEL
GUST EFFECT FACTOR:0.8 5 4 is - 12FW WASHER,FLAT-0 1/7 A326 GALV.STEEL
ICE THICKNESS:Ow 2 15 UB12 U-BOLT.gl/z--13 A325 GALV_STEEL NOTE 11
11. ALL 0 1/2"FASTENERS M JST BE TORQUED 5"0 FTLBS. 8 4 14 68NA N UT�IHEX-Otd�_i_1 A325 GALV-STEEL NOTE 12
B 12. ALL 0 5/8"FASTENER�MPST BE TORQUED 100-120 FT.-LBS. 8 , 4 . u]- 58Lw WASHEP,LOCK-0 Sr- _�d2_5 GALV.STEEL
C 4 181 1� se -
13. THIS KIT IS INTENDED C HOLLOWWALLS ONLY. - WAS REMR F 0 SIT A325 GALV.STEEL
14. HOLLOW WALL HRDW K11 NOT INCLUDED IN KIT. 141 11 58-13413A BOLT-05lr-llxl-&4" A325 GALV.STEEL NOTr=12
15. ANTENNA MOUNT PIPE N,)T INCLUDED IN KIT;SEE TABLE FOR SIZING. 41 1 6 GRSS-12 ROD-0W-iixlZ* _ 4MWGALV.STEEL NOTE 12
16. AVERAGE ASSEMBLY WE GHT : SEE TABLE(LBS.) 41 1 6 BV44-58 - __ PLATE-1W A36 GALV.STEEL
MAX.PROJECTED ASSEMBLY AREA (EPAT): SEE TABLE(SO. IN.) 1 14 VVIAA-HWH HOLLOWWALLHRDWKIT VARIOUS
MAX.NORMAL PROJECTEC ASSEMBLY AREA(EPAN): SEE TABLE(SO. IN.) N" 2 3 WMkQ2 ANGLE-114""aW A36 GALV.STEEL
2 2 AN-
VJMA.01 GLE1/4WW'xl4.&' A36 FZV-STEEL
N., I M!!8-)ow-H WALL MOUNT VARIOUS
4 1 0 A PMTOR PaaF=M0NSj OAD
ZONE NOMENCLATURE MATERIAL
NITS/ASSY FIND NO ZON IDENTIFANG NO. OR RSMAMM REOTS
THIRD ANGLE PROJECTION PARTS LIST
177 U.S.HIGHWAY ONE
SUITE#31 a
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NOTES: I REV I N/CINICIN/CIWCINICI
1. ALL STRUCTURAL STEEL 5HALL CONFORM TO ASTM A36 GRADE.
2- ALL CONNECTIONS SHALL CONFORM TO AISC MANUAL OF STEEL CONSTRUCTION, D
ALL BOLTS SHALL BE A32! -X; SIZE AS SHOWN ON DRAWING.
ALL RODS SHALL BE ASTh A36;SIZE AS SHOWN ON DRAWING.
3. ALL STRUCTURAL STEEL 3�,HALL BE FABRICATED TO FIT AT BOLTED
CONNECTIONS WTHIN 1/16 INCH TOLERANCE. PIPE ASSY.SPEM
4. STRUCTURAL MEL SHALL NOT BE FLAME CUT UNDER ANY CIRCUMSTANCES P/N LOAD LIMITS
WITHOUT APPROVAL OF THE ENGINEER. SIZE WE EPAT EPAN wr. FORCE AREA 1 AREA2
5. ALL WELDING SHALL BE DONE BY AN AWS CERTIFIED WELDER AND IN MA-238 0 2-&W 21.00 154.3 32.4 250 950 Z730 2,375
COMPLIANCE WITH AWS DI.I. ALL WELD SIZES SHALL BE THE MAXIMUM ALLOWED
BY THE MATERIAL BEING AIFLDED WITH 0.030 WIRE WIRE-WELD. _WMA-3D0 . 0 T 21.25 154.3 32-4 250 950 2.730 2-375
U�
6. HOT DIP GALVANIZE ALL LICTURAL STEEL. TOUCH UP ALL FIELD WELD$ VVMA-30 0 3-11Z 21.50 156A 34.7 250 1,000 Z875
AND ABRADED AREAS Wr 'TWO COATS OF GALVANIZED PAINT. VMA-450 04-11r 22-00 1 1 - I I
7. DO NOT EXCEED THE FO LOWNG LOAD WEIGHT&AREA LIMITS: 166A 1 34.7 250 1 1,000 1 2,875
MA)L COMBINED LOAD W IGHT : SEETABLE(LBS.)
c MAX.COMBINED LOAD F( RCE(P*A): SEETABLE(LBS.)
MAX.COMBINED LOAD Al EA AT 181 MPH (V UUT) OR 140 MPH(V ASD):SEE TABLE(SO.-IN.) c
MA)C COMBINED LOAD Al EA AT 194 MPH (V ULI) OR 150 MPH(V ASD):SEE TABLE(SO.-IN.)
8. LOAD WEIGHT(DEAD WEI HT)IS THE COMBINED WEIGHT OF ALL ANTENNAS AND HARDWARE.
9.*LOAD AREA7 IS LARG X-SECTION AREA OF ANTENNA.
10. LOAD RATING DETERMIN ED IN ACCORDANCE WITH TIA-M-222-G-2,
FLORIDA BUILDING CODE201 4,AND A.S.C.E.7-10:
ANTENNA CL HEIGHT. 150'
RISK CATEGORY: 11
WIND DIRECTION FACTOR: 0.85
EXPOSURE CATEGORY:0 1 141 IS 12NA NUT,HIDC-01/r-13 A325 GALV.STEEL NOTE 11
TOPOGRAPHIC CATEGORY:1.00 41 17 12LW WASHER.LOOK- 0 1W
GUST EFFECT FACTOR.*0.85 A325 GALV.STEEL
ICE THICKNESS:0" 4 is 12FW WASHER.FLAT-0 IrZ A325 GALV.STEEL
11. ALL 0 1/2"FASTENER UST BE TORQUED 50-60 Fr.-LOS. 2 is U1312 U48OLT-gijr_i3 A325 GALTSTEEL NOTE 11
B 12. ALL 0 W FASTENEF'S LIST BE TORQUED 100-120 FT.-LBS. 4 4 14 sm NLM_HEX-P_s_V-ll A325 GALV.STEEL NOTE12
IS 1414 131 1 58LW WASHER, LOCK- A325 GALV.STEEL 5
13. THIS KIT IS INTENDED IF R SOLID WALLS ONLY. 1418 , . 12 58FW WASHER FLAT-0 5/Er A325 GALV STEEL
14. SOLID WALL HRDW KIT OT INCLUDED IN KIT.
1 141 11 W348A BOLT-P4l"WV4r A325 GALV.STEEL NOTE12
US
US�
R'
OT
15. ANTENNA MOUNT PIPE OT INCLUDED IN KIT,SEE TABLE FOR SIZING. 4 5 WAS" WEDGE ANCHOR-51
1 - 9W A36 GALV STEEL
16. AVERAGE ASSEMBLY W IGHT SEE TABLE(LBS.) 1 4 VVMASWH SOUDWALLHRDWKrr VARJOUS
MAX.PROJECTED ASSEM LY E AREA (EPAT): SEE TABI E(SQ. IN.) 2 3 ANGLE-114"xXx3W A36 GALV.STEEL
MAX.NORMAL PROJECTE ASSEMBLY AREA(EPAN): SEE TABLE(SQ.IN.) 2 2 WMA-01 ANGLE-114�4"XS"X`14.6" A36 GALV.STEEL
� I WMA-xx(-S WALL MOUNT VARIOUS
0 a ZONE PARTOR NOMENCLATURE MATERIAL SPECIFICATIONS OAD
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A ENGINEER DATE A
FRANK ANDREW FORE.P.E. DAn' DESiGN ENGINEER: FA. FORE,P.F- 12-10-16
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TEGUESTA,FL 33469
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