HomeMy WebLinkAboutFL10049-A_MidwayRoad_T-Mobile_06252021_MOD_TES109737_0(Signed) DESIGN CRITERIA:
PER THE INTERNATIONAL BUILDING CODE THIS STRUCTURE IS CLASSIFIED AS:
WIND SPEED USED IN THE ANALYSIS: 160 MPH (3—SEC. GUST) (ULTIMATE WIND SPEED)
WIND SPEED WITH ICE: NO ICE 1. CONSTRUCTION TYPE II—B (TABLE 601)
SERVICE LOAD WIND SPEED: 60 MPH + 0' RADIAL ICE 2. GROUP U OCCUPANCY (SECTION 312.1 UNOCCUPIED TOWER SITE)
STANDARD/CODES: TIA-222—H / 2018 IBC / FLORIDA BUILDING CODE, 7TH EDITION (2020) IES
EXPOSURE CATEGORY: C
RISK CATEGORY: II Tower Engineering Solutions
TOPOGRAPHIC CATEGORY: 1 1320 GREENWAY DRIVE, SUITE 600
CREST HEIGHT: 0 FT IRVINc, Tx 75038
SEISMIC PARAMETERS: Ss= 0.049, Si = 0.028 PHONE: 972 483-0607
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B A
MODIFICATION AND DESIGNvi
DRAWINGS FOR AN EXISTING 5900 BROKEN SOUND PARKWAY, NW
BOCA RATON, FL 33487
(800)-487—SITE
300" ROHN GUYED TOWER TEE
CUSTOMER SITE N0:
FL10049—A—SBA
CUSTOMER SITE NAME:
PROPOSED CARRIER: T-MOBILE MIDWAY ROAD
375 E. MlDWAY ROAD
FORT PIERCE, FL 34982
JARRYD COLE TRBErrS,PE-
SITE: FL10049 —A—SBA 1320 GREENWAY ER MIDWAY ROAD TOWER ENGINEERING�TIONS
EW
NE SURE 6U0
IWNG TX 038 7
COORDINATES (LATITUDE: 27.373699', LONGITUDE: -80.322441') ���i��®
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Digitally signed by Jarryd `�� 4'�
Tibbetts 4
CONSTRUCTION CLASS Jarryd DN:c=US,o—TOWER Z ��;� No 85109 ,;
ENGINEERING SOLUTIONS,
THE RIGGING PLAN FOR THIS SITE WOULD BE A dnQualifier=Ao141oD00000 ���,, sTA �"
MINIMUM OF A CLASS IV AND THE CONTRACTOR Tibbetts n=JarrydTibbetts 4, �`���
cn=JarrydTibbetts �i� '�F •.'�L P'aG
SHALL MAKE FINAL DETERMINATION 05e: 021.11.0410:24:26 ! -1 `11`� ��`
DRAWN PY CAH CHECKED BY: RqM/AD
REV. DESCRIPTiGN ay DATL
PLEASE NOTE THIS SET OF DRAWINGS IS FOR INSTALLATION AND FIRST ISSUE CAH D6 25 21
ASSEMBLY ONLY. FABRICATION DETAIL DRAWINGS ARE NOT PROVIDED AND A
MUST BE COMPLETED BY THE STEEL FABRICATOR SELECTED. TES CAN
0
PROVIDE THE FABRICATION DETAIL DRAWINGS FOR AN ADDITIONAL FEE. 0
SHEET TITLE:
SHEET SHEET TITLE REV TITLE SHEET
o T-1 TITLE SHEET 0
a BOM BILL OF MATERIALS 0
°n
GN-1 GENERAL NOTES 0 This drawing/document is the property of
Tower Engineering Solutions, U.C. Information
A-1 TOWER PROFILE 0 contoined herein is considered confidential in
w A—IA FOUNDATION COATING C nature and is to be used only for the
SP-1 SITE PLAN C specific site that it was intended far.
Ie Reproduction, transmission, publication or
FND-1 FOUNDATION MODIFICATION DETAILS 0 disclosure by any method is prohibited
`w NOTE' RBL-1 ICHART 0
Tower except Engineerings SaluGpn5, U.written permission
Without
o
A-2 SECTION ELEVATION WITH MODIFICATIONS 0 exception, the information on this
N 1. THE MODIFICATION DRAWINGS ARE BASED ON THE A-3 SECTION ELEVATION WITH MODIFICATIONS 0 drawing/document remains the property of
CD
TES PROJECT NO. 108084, DATED 06/01/2021. Tower Engineering Solutions, LLD.
L
SHEET NUMBER: REV #;
o T— 1 0
BILL OF MATERIALS
QUANTITY QUANTITY PART NUMBER DESCRIPTION LENGTH SHEET LIST PIECE WEIGHT NOTES
REQUIRED PROVIDED WEIGHT (Ib)MATERIAL&HARDWARE
90 96 BK500-4125CC PL1/2"X21/2"X57/8"A36 --- A-2,A-3,BK-PLATE 2.18 209.3 IGALVANIZED TES
90 96 MS02V-500-3625-700 V-BOLT 1/2"X3 5/8"I.W.X7"I.L.A36(METROSITE OR EQUIV.) --- A-2,A-3,F-1 1.00 96.0 (2)HHN&LKW-EA GALVANIZED Tower Engineering Solutions
1 1 --- GROUND ROD 5/8"X 10'-0" AW.G.SOLID BARE TINNED COPPER CONDUCTOR-WIRE LENGTH X 10 FT EA --- FND-1 1320 GREENWAY DRIVE, SUITE 600
IRVING, TX 75038
PHONE: 972 483-0607
S BA vi
5900 BROKEN SOUND PARKWAY, NW
BOCA RATON, FL 33487
(800)-487—SITE
TES JOB NO:
109737
CUSTOMER SITE NO:
FL10049—A—SBA
CUSTOMER SITE NAME:
MIDWAY ROAD
375 E. MIDWAY ROAD
FORT PIERCE, FL 34982
JARRYD COLE TIBBETTS,P.E.
TOWER ENGINEERING SOLUTIONS
1320 GREENWAY DRIVE SUITE 600
IRVING,TX 75038
FL ENG.NO.85109
DRAWN BY:CAH CHECKED BY: RAM/AD
REV. DESCRIPTION BY DATE
FIRST ISSUE CAH 06 25 21
0
0
0
0
COATING SHEET TITLE:
7 7 --- LANCO/HENRY287 WHITE ACRYLIC ELASTOMERICCOATINGAND SEALER OREQUIV(GALLON) PROVIDED BY CONTRACTOR BALL OF MATERIALS
V --- SEE SHEETS ll AND RBL-1 FOR ALL REBAR REQUIREMENTS PROVIDED BY CONTRACTOR
0
0 Note::Please note this setofdrawings is for installation and assemblyonly.Fabrication Detail Drawings are not provided and This drawing/document is the property of
must be completed bythe steel fabricator selected.TES can provide the Fabrication Detail Drawings for an additional fee Tower Engineering Solutions, LLC. Information
contained herein is considered confidential in
nature and is to be used only for the
c NOTE:ALL MATERIALS REQUIRED FOR FOUNDATION MODIFICATIONS THAT ARE NOT LISTED IN specific site that it was intended for.
Eeproduction, transmission, publication or
w THE BILL OF MATERIALS WILL BE PROVIDED BY CONTRACTOR.REFERENCE MODIFICATION SHEETS. disclosure by any method is prohibited
except by express written permission from
o Tower Engineering Solutions, LLC. Without
exception, the information on this
N drawing/document remains the property of
NOTE:ALL MATERIALS,WHICH WEREN'T LISTED IN THE BOM,ARE ASSUMED TO BE PROVIDED BYTHE CONTRACTOR. Tower Engineering Solutions, LLC.
SHEET NUMBER: REV #:
T TOTAL WEIGHT(lb)= 305.3 PAGE 1 OF 1 BOM 0
GENERAL NOTES III III
1. ALL WORK SHALL COMPLY WITH THE ANSI/TIA-222-H, ANSI/ASSP A10.48/FLORIDA BUILDING CODE, 7TH EDITION (2020), AND ANY TABLE 8.2 NUT ROTATION FROM SNUG-TIGHT
OTHER GOVERNING BUILDING CODES AND OSHA SAFETY REGULATIONS. CONDITION FOR TURN-OF-NUT PRETENSION ING°'b
2. ALL WORK INDICATED ON THE DRAWINGS SHALL BE PERFORMED BY QUALIFIED CONTRACTORS EXPERIENCED IN TELECOMMUNICATIONS
TOWER, POLE AND FOUNDATION CONSTRUCTION. DISPOSITION OF OUTER FACE OF BOLTED PARTS
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND FABRICATION OF ALL MISCELLANEOUS PARTS (SUCH AS SHIMS), TES
TEMPORARY SUPPORTS, AND GUYINGS, ETC., PER ANSI/ASSP A10.48, TO COMPLETE THE ASSEMBLY AS SHOWN IN THE DRAWINGS. BOLT LENGTFF BOTH FACES ONE FACE NORMAL TO BOTH FACES SLOPED
4. CONTRACTOR SHALL PROCEED WITH THE INSTALLATION WORK CAREFULLY SO THE WORK WILL NOT DAMAGE ANY EXISTING CABLE, NORMAL TO SLO BOLT AXIS, OTHER NOT MORE THAN BOO TOwerErigirieeringSOlUt10riS
PED NOT MORE THAN FROM NORMAL TO BOLT
EQUIPMENT OR THE STRUCTURE. BOLT AXIS d 1320 cREENwAY DRIVE, SUITE 600
5. THE USE OF GAS TORCH OR WELDER, ARE NOT ALLOWED ON ANY TOWER STRUCTURE WITHOUT THE CONSENT OF THE TOWER 1:20 AXIS d IRVING, TX 75038
OWNER. NOT MORE THAN PHONE: 972 483-0607
6. GENERALLY THE CONTRACTOR IS RESPONSIBLE TO CONDUCT AN ONSITE VISIT SURVEY OF THE JOB SITE AFTER AWARD, AND 4db 1/3 TURN 1/2 TURN 2/3 TURN
IF
REPORT ANY ISSUES WITH THE SITE TO TES BEFORE PROCEEDING CONSTRUCTION. MORE THAN 4db
FABRICATION BUT NOT MORE 1/2 TURN 2/3 TURN 5/6 TURN L S 13A
THAN 8db
1. ALL STEEL SHALL MEET OR EXCEED THE MINIMUM STRENGTH AS SPECIFIED IN THE DRAWINGS. IF YIELD STRENGTH WAS NOT NOTED MORE THAN 8db 5900 BROKEN SOUND PARKWAY, NW
IN THE DRAWINGS, CONTRACTORS SHALL CONTACT TES FOR DIRECTION. BUT NOT MORE 2/3 TURN 5/6 TURN 1 TURN BOCA RATON, FL 33487
2. ALL FIELD CUT EDGES SHALL BE GROUND SMOOTH. ALL FIELD CUT AND DRILLED SURFACES SHALL BE REPAIRED WITH A MINIMUM THAN 12db (800)-487-SITE
OF TWO COATS OF ZINGA COLD GALVANIZING COMPOUND PER ASTM A780 AND MANUFACTURER'S RECOMMENDATIONS.
°NUT ROTATION IS RELATIVE TO BOLT REGARDLESS OF THE ELEMENT (NUT OR BOLT) TES JOB NO:
WELDING 109737
BEING TURNED. FOR REQUIRED NUT ROTATIONS OF 1/2 TURN AND LESS, THE
TOLERANCE IS PLUS OR MINUS 30 DEGREES; FOR REQUIRED NUT ROTATIONS OF CUSTOMER SITE NO:
1. ALL WELDING SHALL BE PERFORMED BY AWS CERTIFIED WELDERS AND IN ACCORDANCE WITH THE LATEST EDITION OF THE AWS 2/3 TURN AND MORE, THE TOLERANCE IS PLUS OR MINUS 45 DEGREES. FL10049-A-SBA
WELDING CODE D1.1. ALL ELECTRODES TO BE LOW HYDROGEN, MATCHING FILLER METAL, PER AWS D1.1, UNO. (E70XX UNLESS CUSTOMER SITE NAME:
NOTED OTHERWISE). b APPLICABLE ONLY TO JOINTS IN WHICH ALL MATERIAL WITHIN THE GRIP IS STEEL. MIDWAY ROAD
2. PRIOR TO FIELD WELDING GALVANIZED MATERIAL, CONTRACTOR SHALL GRIND OFF GALVANIZING APPROX. 0.5" BEYOND THE PROPOSED FIELD WELD SURFACES. ° 375 E. MIDWAY ROAD
WHEN THE BOLT LENGTH EXCEEDS 12db, THE REQUIRED NUT ROTATION SHALL BE FORT PIERCE, FL ROAD
3. ALL WELDS SHALL BE INSPECTED VISUALLY. A MINIMUM OF 25% OF WELDS SHALL BE INSPECTED WITH DYE PENETRANT OR DETERMINED BY ACTUAL TESTING IN A SUITABLE TENSION CALIBRATOR THAT
MAGNETIC PARTICLE TO MEET THE ACCEPTANCE CRITERIA OF AWS D1.1. 100% OF WELDS SHALL BE INSPECTED IF DEFECTS ARE SIMULATES THE CONDITIONS OF SOLIDLY FITTING STEEL. T34982
ow RYENcwEERING SOLUTIONS
FOUND. 1320 GREENWAY DRIVE SUITE 600
4. WELD INSPECTIONS SHALL BE PERFORMED BY AN AWS CERTIFIED WELD INSPECTOR. d BEVELED WASHER NOT USED. FRENG.NO.�s03os
5. AFTER INSPECTION, ALL FIELD WELDED SURFACES SHALL BE REPAIRED WITH A MINIMUM OF TWO COATS OF ZINGA COLD
GALVANIZING COMPOUND PER ASTM A780 AND MANUFACTURER'S RECOMMENDATIONS. SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS, JUNE 30, 2004
RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS
BOLTED ASSEMBLIES AND TIGHTENING OF CONNECTIONS
INSTALLATION TORQUE REQUIRED FOR HOLLO BOLTS AND AJAX BOLTS:
1. ALL HIGH STRENGTH BOLTS SHALL CONFORM TO THE PROVISIONS OF THE SPECIFICATIONS FOR STRUCTURAL JOINTS USING A325
OR A490 BOLTS AS APPROVED BY THE RCSC. 1. HB12 HOLLO BOLT: 59 FT-LBS
2. FLANGE BOLTS SHALL BE TIGHTENED BY THE AISC "TURN-OF-THE-NUT" METHOD. THE FOLLOWING TABLE SHOULD BE USED FOR 2. HB16 HOLLO BOLT: 140 FT-LBS
THE "TURN-OF-THE-NUT" TIGHTENING. 3. HB20 HOLLO BOLT: 221 FT-LBS
3. SPLICE BOLTS AND ALL OTHER BOLTS IN BEARING TYPE CONNECTIONS SHALL BE TIGHTENED TO A SNUG-TIGHT CONDITION. 4. M20 AJAX BOLT: 280 FT-LBS.
4. THE SNUG-TIGHT CONDITION IS DEFINED AS THE TIGHTNESS ATTAINED BY EITHER A FEW IMPACTS OF AN IMPACT WRENCH OR THE
FULL EFFORT OF AN IRONWORKER WITH AN ORDINARY SPUD WRENCH TO BRING THE CONNECTED PLIES INTO FIRM CONTACT. FIELD HOT WORK PLAN NOTES:
5. HB HOLLO-BOLT SHALL BE INSTALLED PER ICC ESR-3330 INSTRUCTIONS.
FOLLOWING GUIDELINES SHALL BE COMPLIED WITH:
VERIFICATION AND INSPECTION 1. CONTRACTOR'S RESPONSIBILITY TO COMPLETE A HOT WORK PLAN IF AWARDED PER CUSTOMER
SPECIFICATIONS GUIDELINES FOR WELDING, CUTTING & SPARK PRODUCING WORK. DRAWN Br:cAH cHECKEO BY: RAM/AD
1. IF APPLICABLE, VERIFICATION INSPECTION TO BE PERFORMED SHALL BE IN ACCORDANCE TO IBC-2018 SECTION 1705.2 FOR STEEL 2. HAVE A FIRE PLAN APPROVED BY THE CUSTOMER AND THEIR SAFETY MANAGEMENT DEPT. REV. DESCRIPTION BY DATE
CONSTRUCTION & TABLE 1705.3 FOR CONCRETE CONSTRUCTION. 3. CONTRACTOR MUST OBTAIN THE CONTACT INFO OF THE LOCAL FIRE DEPARTMENT AND THE 911 AO FIRST ISSUE CAH 06 25 21
ADDRESS OF THE TOWER SITE BEFORE CONSTRUCTION. 0
POST INSTALLED EPDXY INJECTED ANCHOR BOLTS: 4. CONTRACTOR SHALL MAKE SURE THAT CELL PHONE COVERAGE IS AVAILABLE IN THE TOWER SITE. IF
CELL COVERAGE IS NOT AVAILABLE, AN IMMEDIATE AVAILABLE MEANS OF DIRECT COMMUNICATION WITH
1. CONCRETE MUST BE A MINIMUM OF 28 DAYS OLD. THE FIRE DEPARTMENT SHALL BE DETERMINED PRIOR TO CONSTRUCTION START. 0
2. FOLLOW MANUFACTURER'S REQUIREMENTS FOR CURE TIME VS. AMBIENT TEMPERATURE. 5. ALL CONSTRUCTION SHALL BE PERFORMED UNDER WIND SPEED LESS THAN 10 MPH ON THE GROUND 0
3. DRILL HOLE TO REQUIRED DIAMETER AND DEPTH. ALL WATER, DIRT, OIL, DEBRIS, GREASE OR DUST MUST BE LEVEL. IF WIND SPEED INCREASE, CONTRACTOR MUST DETERMINE IF CONSTRUCTION SHALL BE SHEET TITLE:
REMOVED FROM EACH CORE HOLE. FOLLOW MANUFACTURER'S RECOMMENDATION FOR CORRECT TYPE OF CORE DISCONTINUED.
BIT. AVOID DAMAGING EXISTING REINFORCING STEEL OR OTHER EMBEDDED ITEMS. NOTIFY TES ENGINEERING IF 6. FIRE SUPPRESSION EQUIPMENT MUST BE MADE AVAILABLE ON SITE AND READY TO USE.
VOIDS IN THE CONCRETE, REINFORCING STEEL OR OTHER EMBEDDED ITEMS ARE ENCOUNTERED. STOP CORING 7. CONTRACTOR SHALL ASSIGN A FIRE WATCHER TO PERFORM FIRE-FIGHTING DUTIES. GENERAL NOTES
IMMEDIATELY IF THIS OCCURS. 8. ALL WELDERS SHALL BE AWS OR STATE CERTIFIED. THEY MUST ALSO BE EXPERIENCED IN WELDING ON
s 4. A HOLE ROUGHENING DEVICE FROM EITHER HILTI OR ALLFASTENERS SHALL BE USED WITH ALL HOLES. FOLLOW GALVANIZED MATERIALS.
ALL MANUFACTURER'S RECOMMENDED CORING AND INSTALLATION INSTRUCTIONS. 9. IF IT IS POSSIBLE, ALL EXISTING COAX NEAR WELDING AREA SHALL BE TEMPORARILY MOVED AWAY
U 5. AFTER CORING AND ROUGHENING, FLUSH EACH HOLE WITH RUNNING WATER TO REMOVE ANY SLURRY OR DEBRIS. FROM THE WELDING AREA BEFORE WELDING THE PLATES. This drawing/document is the property of
REMOVE ALL WATER FROM THE HOLE BY MECHANICAL PUMPING. Tower Engineering Solutions, LLC. Information
10. PLEASE REPORT ANY FIELD ISSUE TO TES ® 972-483-0607. contained herein is considered confidential in
6. BRUSH EACH HOLE WITH AN APPROPRIATE SIZED NYLON BRUSH AND FLUSH WITH RUNNING WATER A SECOND nature and is to be used only for the
s TIME. REMOVE ALL WATER FROM THE HOLE. specific site that it was intended for.
7. AFTER THE SECOND WATER FLUSH BRUSH THE HOLE AGAIN WITH THE APPROPRIATE SIZED NYLON BRUSH. Reproduction, transmission, publication or
w 8. BLOW EACH HOLE WITH COMPRESSED AIR TWO TIMES MINIMUM. disclosure by any method is prohibited
9. CONFIRM THAT EACH HOLE IS PROPERLY ROUGHED AND DRY. except by express written permission from
O Tower Engineering Solutions, LLC. Without
10. NO EPDXY INJECTION SHALL TAKE PLACE IN RAINY CONDITIONS. exception, the information on this
N 11. EPDXY SHOULD BE VISIBLE AT THE TOP OF THE CORE HOLE AFTER INSTALLATION. drawing/document remains the property of
12. CONTRACTOR TO SUPPLY ONE PHOTO OF EACH ROUGHED AND CLEANED HOLE IN CLOSEOUT PHOTO PACKAGE. Tower Engineering Solutions, LLC.
SHEET NUMBER: REV #:
01
o GN - 1 0
U
NOTES:
1. TEMPORARILY RELOCATE ANY EXISTING COAX ATTACHED TO THE TOWER AND .--�
ANY OTHER MEMBERS WHERE OBSTRUCTION WITH THE PROPOSED MODIFICATION , ,
MAY OCCUR.
2. TEMPORARY RELOCATION OF EXISTING EQUIPMENT AROUND THE FOUNDATION
300'-0' ' ' TOP OF EXISTING ROHN GUYED TOWER
;
MAY BE REQUIRED DURING CONSTRUCTION. -kip---------------- ----------------
^ ±300' ELEV.
ES
SCOPE OF WORK
O1 INSTALL NEW FOUNDATION REINFORCEMENT. SEE SHEET FND-1 FOR DETAILS. 280'-0" — — — — --- — — --7EHS GUY WIRES _—_—_—Y Tower Engineering Solutions
±283' ELEV. 1320 GREENWAY DRIVE, SUITE 600
O2 INSTALL ADDITIONAL V-BOLTS BETWEEN EXISTING V-BOLTS ON EXISTING ANGLE LEG REINFORCEMENTS IRVING, Tx 75038
FROM ±80'-O" TO ±100'-O" ELEV. SEE SHEET A-2 FOR DETAILS. PHONE: 972 483-0607
IF
O3 INSTALL ADDITIONAL V-BOLTS BETWEEN EXISTING V-BOLTS ON EXISTING ANGLE LEG REINFORCEMENTS 260'-0" 4
FROM ±120'-O" TO ±140'-O" ELEV. SEE SHEET A-3 FOR DETAILS. SBA
X L
O4 ALL EXISTING EQUIPMENT, ANTENNAS, ANTENNA MOUNTS, AND TRANSMISSION LINES TO BE REMOVED AT X vi
±99'-O" ELEV, ±151'-O" ELEV., ±233'-O" ELEV., ±262'-O" ELEV., AND ±300'-O" ELEV. 240'-0" 1 5900 BROKEN SOUND PARKWAY, NW
BOCA RATON, FL 33487
O APPLY FOUNDATION COATING ki c� (800)-487-SITE
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEAN-UP, REMOVAL AND DISPOSAL OF EXCESS TES JOB NO:
AO
MATERIALS USED AND REMOVED FROM THE STRUCTURE AT THE COMPLETION OF THE PROJECT. 220'-0" -—--
--—-—-—-—-—-
--7EHS GUY WIRES _—_—_— 109737
±223' ELEV.
CUSTOMER SITE NO:
FL10049-A-SBA
CUSTOMER SITE NAME:
ANTENNAS AND EQUIPMENT TO BE REMOVED 200'-0" MIDWAY ROAD
ITEMS ELEV. QTY. ANTENNA DESCRIPTION MOUNT TYPE AND QTY TRANSMISSION LINE OWNER < FORT PIE CIE,, FL 34982
JARR1 +300' 2 16' OMNI (2) SIDE ARMS (2) 7/8" WASTE MANAGEMENT TOWERYDENOLERING SOLUTIONS
180—0 1320 GREENWAY DRIVE SUITE 600
1 HX9-45070 IRVNG,Tx 75038
2 ±262 1 24" X 24" X 7" TMA (3) SIDE ARM (2) 7/8" SCRIPPS BROADCASTING FL ENG.No.85109
3 +233' 1 10' DIPOLE (1) SIDE ARM (2) 7/8" REPEATER NETWORK
1 19.5' OMNI SUNTALK 160'-0"
1 APXVERR18-C-1-19101-PANEL
1 APXVERR18-C-2-19101-PANEL
� - - 4
1 APXVERR18-C-5-19101-PANEL
3 COMMSCOPE TTTT65AP-1 XR-PANEL -----_--3LEHS GUY WIRES
3 FLEXI FZHJ \ ±143' ELEV.
4 ±151' 3 ERICSSON RRUS-11 800 MHz (3) SECTOR FRAME (3) 1.(51')H86RID AND SPRINT 3
9 ERICSSON RRUS-11 1900 MHz
3 RFS A2 MODULE 120'-0"
r =
6 RFS IBC1900HG-1
9 RFS ACU-A20-N-RET
6 ERICSSON 800 ESMR DRAWN BY:CAH CHECKED BY: RAM/AD
5 +99' 1 11 CAMERA LEG MOUNT (1) CAT5 SCRIPPS BROADCASTING 100'-0" REV. DESCRIPTION BY DATE
4
FIRST ISSUE CAH 06 25 21
2 0
ZAI
80'-0" _-5aLEHS GUY WIRES _—_—_—
±80' ELEV.
SHEET TITLE:
60'-0"
i
J
TOWER PROFILE
40'-0"
1.x
n This drawing/document is the property of
i Tower Engineering Solutions, LLC. Information
N :. + contained herein is considered confidential in
nature and is to be used only for the
20'-0"
specific site that it was intended for.
Reproduction, transmission, publication or
w
disclosure by any method is prohibited
except by express written permission from
T Tower Engineering Solutions, LLC. Without
z exception, the information on this
cv Z O EXISTING GRADE drawing/document remains the property of
o �s• �l — Tower Engineering Solutions, LLC.
N EXISTING GUY ANCHORS SHEET NUMBER: REV #:
1
AT 125' RADIUS 0 TOWER PHOTO TOWER BASE PHOTO n — 1 0
TES
Tower Engineering Solutions
1320 GREENWAY DRIVE, SUITE 600
IRVING, TX 75038
PHONE: 972 483-0607
IF
�. SB A
5900 BROKEN SOUND PARKWAY, NW
BOCA RATON, FL 33487
(800)-487—SITE
TES JOB NO:
109737
CUSTOMER SITE NO:
FL10049—A—SBA
CUSTOMER SITE NAME:
MIDWAY ROAD
375 E. MIDWAY ROAD
FORT PIERCE, FL 34982
JARR.a... -_.
Y TOWER ENGINEERING SOLUTIONS
1320 GREENWAY DRIVE SUITE 600
IRVING,TX 75038
FL ENG.NO.85109
' f
'f. DRAWN BY:CAH CHECKED BY: RAM/AD
REV. DESCRIPTION BY DATE
FIRST ISSUE CAH 06 25 21
0
TOWER BASE AND GUY ANCHOR FOUNDATION COATING NOTES: A
0
1. THE COATING MATERIALS SHALL BE LANCO WHITE ACRYLIC ELASTOMERIC A
COATING AND SEALER, OR HYDRO ARMOR COATING. SHEET TITLE:
2. THE COATING CAN BE PLACED AT LEAST (2) DAYS AFTER THE PLACEMENT OF
THE CONCRETE FOR FOUNDATION REINFORCEMENT, AND MINIMUM (4) DAYS
FOR NEW FOUNDATION CONSTRUCTION. FOUNDATION COATING
3. THE CONCRETE SURFACE SHALL BE CLEAN AND DRY PRIOR TO THE
APPLICATION OF THE COATING.
0 4. THE COATING SHALL BE APPLIED TO ALL THE SURFACES OF THE CONCRETE
of
ABOVE THE GROUND AND 6°BELOW THE GRADE SURFACE IF APPLICABLE. This drawing/document the property
Tower Engineering Solutions, LLC. Information
5. MINIMUM 30 MILS COATING IS REQUIRED. contained herein is considered confidential in
nature and is to be used only for the
specific site that it was intended for.
Repro
wduction, transmission, publication or
disclosure by any method is prohibited
except by express written permission from
o Tower Engineering Solutions, LLC. Without
exception, the information on this
N drawing/document remains the property of
o Tower Engineering Solutions, LLC.
SHEET NUMBER: REV #:
01
o A- 1A 0
U
ES
Tower Engineering Solutions
w 1320 GREENWAY DRIVE, SUITE 600
`'' FIELD NOTE: IRVING, TX 75038
CABINETS CONTRACTOR TO FIELD VERIFY EXISTING PHONE: 972 483-0607
,< SITE PLAN LAYOUT PRIOR TO
CONSTRUCTION, A
M �
+l v 5900 BROKEN SOUND PARKWAY, NW
BOCA RATON, FL 33487
(800)-487—SITE
EXISTING ICE BRIDGE
(TYP) TEs JOB No:
109737
EXISTING ICE BRIDGE CO CUSTOMER SITE NO:
(TYP) EXISTING GUYED TOWER FOUNDATION FL10049-A-SBA
CUSTOMER SITE NAME:
NEW 14'-0" X 9'-0" X 1'-6" MIDWAY ROAD
VERIZON CABINETS REINFORCEMENT FOUNDATION 3 MIDWAY ROAD
SEE SHEET FIND-1 FOR FORT
PIERCE, FL 34982
p DETAILS. TOWER JARRYOENGINEERING SO COLE SLUTTIIONS
I 1320 GREENWAY DRIVE SUITE 600
IRVING,TX 75038
EXISTING GYED TOWER FL ENG.No.85109
7'-0"
EXISTING ICE BRIDGE
(TYP)
SITE PLAN
DRAWN BY:CAH CHECKED BY: RAM/AD
REV. DESCRIPTION BY DATE
FIRST ISSUE CAH 06 25 21
0 —
0
0
SHEET TITLE:
CABINETS
SITE PLAN
J
J
V
o This drawing/document is the property of
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n
� contained herein is considered confidential In
nature and is to be used only for the
specific site that it was intended for.
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x disclosure by any method is prohibited
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w Tower Engineering Solutions, L-C. Without
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EXISTING COAX MAY BE _. IRVING, Tx 75038
--- ----I----�-- --- --- --I--r--- ------ --- ----1-----4 REQUIRED PHONE: 972 483-0607
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I CONCRETE PAD.
I I I I I I I I I I
I I I I I I 5900 BROKEN SOUND PARKWAY, NW
o I I I I I I BOCA RATON, FL 33487
(14) #8 REBARS X 8'-6" EQ. r (800)-487-SITE
SPACED ON TWO LEVELS, TO BE
TES JOB N0 r___T___-1_--- ---7__ __r___�____I----T____1 TRIMMED/CUT AS REQUIRED. .. / _
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r---fi----r---t-- -- - ---rt---�1----r---1----r---1 SPACED ON TWO LEVELS, TO BE / .
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I I I / I I I I (8) #8 DOWELS X 5'-9' EQ. 1-' - ^ ' A"�/ r, TOWER ENGINEERING SOLUTIONS
L---1----L_�/-1---J---- ---- --I--L_--- I----1-\�J----L---J SPACED ON TWO LEVELS, TO BE •'� :• A y�" }, • 1320 GREENWAY DRIVE SUITE 600
I I I � .,�.l�s
---- "�'-r / �r _ ,-` IRVING,TX 75038
°' ��" r'-�- ' -��` FL ENG.NO.85109
DRILL (8) 1 1/8" DIA. HOLES TRIMMED/CUT AS REQUIRED. \_
EQUALLY SPACED ON TWO LEVELS (16 TOTAL) RELOCATION OF EXISTING
M ENCASE EXISTING BRIDGE TOWER BASE PHOTO GROUNDING AND SLEEVING
(16 TOTAL) INTO THE EXISTING POSTS IF REQUIRED OF ALL EXISTING UNDERGROUND
CONCRETE PIER. DOWEL IN USING
PLAN VIEW EPDXY HILTI HIT-RE V3 EPDXY OR CONDUIT PRIOR TO POURING
APPROVED EQUIVALENT BY TES. NOTES: CONCRETE
1. THE FOUNDATION MODIFICATION DESIGN IS BASED ON THE FDH (PROJECT# 1201109EG1, DATED
02/06/2012).
2. CONCRETE TO HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4500 PSI AT 28 DAYS.
3. TEST CYLINDERS SHALL BE MOLDED AND LABORATORY CURED IN ACCORDANCE WITH ASTM C31. THREE PAIRS
EXISTING TOWER OF CONCRETE COMPRESSION TEST CYLINDERS SHALL BE MADE FROM EACH TRUCK LOAD OF CONCRETE. TWO
CYLINDERS SHALL BE TESTED AT 7 DAYS AND TWO CYLINDERS SHALL BE TESTED AT 28 DAYS. (REMAINING
PAIR OF CYLINDERS ARE FOR REDUNDANCY). DRAWN BY:CAH ICHECKED BY: RAM/AD
TOP OF EXISTING FOUNATION 4. REINFORCED CONCRETE CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH ACI STANDARDS 318.
5. ALL REBAR SHALL BE SECURELY WIRE TIED TO PREVENT DISPLACEMENT DURING POURING OF CONCRETE. REV. DESCRIPTION BY DATE
6. VERTICAL EMBEDMENTS OUT OF PLUMB: 1.0 DEGREE. AO FIRST ISSUE CAH 06 25 21
7. DEPTH OF FOUNDATION: PLUS 1" OR MINUS 0". 0
#8 REBAR (TYP) 8. CONCRETE DIMENSIONS: PLUS OR MINUS 1/2".
9. REINFORCING STEEL PLACEMENT: PLUS OR MINUS 1/2" INCLUDING CONCRETE COVER.
#8 DOWELS (TYP) NEW #2 A.W.G. SOLID z
EXOTHERMIC '� w 10. CONCRETE VOLUME: 6.3 CUBIC YARDS TOTAL.
WELD BARE TINNED COPPER 0 11. MATERIALS FOR REINFORCING SHALL BE IN ACCORDANCE WITH ASTM SPECIFICATION A615-85.
GROUND WIRE O N cn
z 12. ALL REBAR TO BE GRADE 60 (UNLESS NOTED OTHERWISE). REBAR MILL TEST REPORT IS REQUIRED AS PART SHEET TITLE:
w OF THE PROJECT CLOSEOUT DOCUMENTATION.
o o �_' 13. CONCRETE SLUMP: 2"-4". FOUNDATION
-- .-- ---.- -- - -- ---.--- -- --�--, o "' m = 14. FOUNDATION BASE SHOULD REST ON FIRM AND LEVELED SURFACE.
_______ -------------------
-� F 15. FILL MATERIALS SHALL BE COMPACTED USING LAYERS OF NO MORE THAN 6". FINAL COMPACTION MUST BE A MODIFICATION DETAILS
o I + EXISTING GRADE MINIMUM OF 95% DENSITY (THE MAXIMUM DRY UNIT OF WEIGHT). BACKFILL MATERIALS SHALL BE SANDY SILT
o (ME), SILT SAND (SM), CLAYED SAND (SC). NO ORGANIC MATERIALS, ROOTS, PLASTIC SILTS OR CLAYS,
n This drawing/document is the property of
P
DELETERIOUS MATERIALS AND STONES SHALL BE USED. IF ROCK SOIL MIXTURE IS USED AS BACKFILL, THE Tower Engineering Solutions, LLC. Information
ROCK SIZE SHOULD BE LESS THAN 4" IN GREATEST DIMENSION AND NOT MORE THAN 15% BY WEIGHT SHAG contained herein is considered confidential in
nature and is to be used and for the
r7 SEE NOTES BE LARGER THAN 2" IN GREATEST DIMENSION. specific site that it was intended for.
v 16, 17 & 18 16. CLEAN AND ROUGHEN THE SURFACE. THE SURFACE MUST BE PREPARED MECHANICALLY GIVING A SURFACE Reproduction, transmission, publication or
w n
EXOTHERMIC PROFILE OF MINIMUM 1/8", EXPOSING THE COARSE AGGREGATE OF THE OLD CONCRETE. disclosure by any method is prohibited
EXISTING WELD 17. APPLY WELD-CRETE OR CORR-BOND AGENT OVER THE SURFACE OF THE OLD CONCRETE PER THE except by express written permission from
FOUNDATION MANUFACTURER'S SPECIFICATIONS. Tower Engineering Solutions, LLC. Without
exception, the information an this
18. NEW CONCRETE MUST BE PLACED OVER THE BONDING AGENT WITHIN THE MAXIMUM ALLOWABLE TIME PER drawing/document remains the property of
EMBED GROUND ROD THE MANUFACTURER'S SPECIFICATIONS. Tower Engineering Solutions, LLC.
19. THE FOUNDATION MODIFICATION MUST BE PERFORMED AT A WIND SPEED LESS THAN 20 MPH. SHEET NUMBER: REV #:
4-0 20. THE FULL EXCAVATION, FORMING AND CONCRETE PLACEMENT MUST BE COMPLETED WITHIN THE SAME DAY
ELEVATION VIEW FROM WHEN IT WAS STARTED. FN D- 1 0
U 21. DON'T OVER EXCAVATE SOILS BOTH VERTICALLY AND HORIZONTALLY.
REBAR CHART
TYPE OF CITYLENGTH TOTAL TES
REBAR ITEMS REQ'D
REBAR REQ'D WEIGHT DETAILS OF BAR DIMENSIONS REBAR DIAGRAM
DIAGRAM REQ'D SIZE (FT.) (LBS) Tower Engineering Solutions
A(FT.) A B B(FT.) 1320 GREENWAY DRIVE, SUITE 600
IRVING, TX 75038
PHONE: 972 483-0607
T
ROUND TIE A B 13A vi
i
i
5900 BROKEN SOUND PARKWAY, NW
C(FT.) C D(ft) D E F RADIUS BOCA RATON, FL 33487
(800)-487—SITE
90'BEND ° TES JOB NO:
VERTICAL s 109737
BAR ' CUSTOMER SITE NO:
- E - FL10049—A—SBA
F — CUSTOMER SITE NAME:
G(FT.) G H(ft) H i RADIUS - - MIDWAY ROAD
375 E. MIDWAY ROAD
a FORT PIERCE, FL 34982
SQUARE OR JARRYD COLE TIBBETTS,P.E.
RETANGULA G 1320 ENGINEERING
DRIVESOLUTIONS SSUTE 600
1 IRVING,TX 75038
R TIE
FL ENG.NO.85109
K(FT.) K L(ft) L M N RADIUS K _
U-SHAPE 90'
M L
BEND
r �
- - - - P(FT.) P MINIMUM SPLICE LENGTHS REQUIRED
1 16 8 5'-9" 245.6 5.750 5'-9" BAR SIZE LENGTH REQ'D BRAWN BY:CAH CHECKED BY: RAM/AD
2 22 8 13'-6" 793.0 13.500 13'-6" #6 3'-7/8" p
REV. DESCRIPTION BY DATE
3 28 8 8'-6" 635.5 8.500 8'-6" #7 4'-41/2"
FIRST ISSUE CAH 06 25 21
STRAIGHT #8 5'-11/2" 0
#9 5'-9" 0
#10 6'-6" 0
IFSHEET TITLE:
BILL OF MATERIALS
TYPES OF REBAR CONFIGURATIONS CITY.REQ'D REBAR SIZE LENGTH REQ'D(FT.) TOTAL WEIGHT(LBS) REBAR CHART
STRAIGHT 16 8 5'-9" 245.6
Cf)o STRAIGHT 22 8 13'6" 793.0 This drawing/document is the property of
STRAIGHT 28 8 8'-6" 635.5 Tower Engineering Solutions, LLC. Information
contained herein Is considered confidential in
nature and is to be used only for the
specific site that it was intended for.
w
Reproduction, transmission, publication or
disclosure by any method is prohibited
except by express written permission from
o Tower Engineering Solutions, LLC. Without
exception, the information on this
N drawing/document remains the property of
o Tower Engineering Solutions, LLC.
r
SHEET NUMBER REV #:
o TOTAL STEEL WEIGHT(Il 1674.1 RBA- 1
3'-5" (REF) ES
t 100' ELEV. Tower Engineering Solutions
I
1320 GREENWAY DRIVE, SUITE 600
IN 972 PHONE ) 483-0607
I �
I
I
Ti SBA
I 5900 BROKEN SOUND PARKWAY, NW
s BOCA RATON, FL 33487
EXISTING LEG
(
REINFORCEMENT �, 800)-487—SITE
(TYP) 46 TES JOB NO:
I I :+
109737
' CUSTOMER SITE NO:
FL10049—A—SBA
I I 1 I 2
CUSTOMER SITE NAME:
TYP) MIDWAY ROAD
( I (TYP)
r 375 E. MIDWAY ROAD
FORT PIERCE, FL 34982
I
JARRYD COLE TIBBETTS,P.E.
TOWER ENGINEERING SOLUTIONS
1320 GREENWAY DRIVE SUITE 600
_ IRVING,TX 75038
FL ENG.NO.85109
I CONTRACTOR TO FIELD VERIFY AND
INSTALL ADDITIONAL V—BOLTS i
BETWEEN EXISTING V—BOLTS TO
REDUCE THE SPACING TO 1'-0" MAX. r
C (TYP OF 3 LEGS)
o
I
EXISTING ANGLE LEG REINFORCEMENTS
I
I I
I I
EXISTING V—BOLT
AND BACKING PLATE 1
(TYP) EXISTING PIPE TOWER LEG DRAWN BY:CAH CHECKED BY: RAM/AD
I
REV. DESCRIPTION BY DATE
I
EXISTING ANGLE AOFIRST ISSUE CAH 06 25 21
I I I �A LEG REINFORCEMENT
A I IZAI
I TO TOWER CENTER 2 0
0
I
I
SHEET TITLE:
I /
J I
/ SECTION ELEVATION
J I
I I SECTION "A—A" MODIFICATIONS
o cup,
U) i This drawing/document is the property of
Tower Engineering Solutions, LLC. Information
contained herein is considered confidential in
NOTES: nature and is to be used only for the
specific site that it was intended for.
t80' ELEV. I 1. SEE SHEET A-1 FOR LOCATION OF REQUIRED SECTION MODIFICATIONS. Reproduction, transmission, publication or
``' 2. TEMPORARILY RELOCATE ANY EXISTING COAX ATTACHED TO THE LEGS disclosure by any method is prohibited
except by express written permission from
AND/OR ANY OTHER MEMBERS WHERE OBSTRUCTION WITH THE Tower Engineering Solutions, LLC. Without
Fo ELEVATION VIEW
PROPOSED MODIFICATION MAY OCCUR. exception, the information on this
N (t80' TO f 100' ELEV.) drawing/document remains the property of
o Tower Engineering Solutions, LLC.
ITEM QTY. PART NO. DESCRIPTIONS SHEET NUMBER: REV #:
o, NO.
1 33 BK500-4125CC PL1/2"X21/2"X57/8"A36o A-2 O
U 2 33 MS02V-500-3625-700 V-BOLT 1/2"X3 5/8"I.W.X7"I.L.A36(METROSITE OR EO
3'-5" (REF)
TES
t 140' ELEV. Tower Engineering Solutions
1320 GREENWAY DRIVE, SUITE 600
IRVING, TX 75038
PHONE: 972 483-0607
SBA
5900 BROKEN SOUND PARKWAY, NW
BOCA RATON, FL 33487
EXISTING LEG (800)-487—SITE
I I REINFORCEMENT
(TYP) 11 TES JOB N0:
109737
CUSTOMER SITE NO:
2 , FL10049—A—SBA
(TYP) CUSTOMER SITE NAME:
I IMIDWAY ROAD
375 E. ROAD
1 FORT PIE CIE,, FL 34982
_ I (TYP) TO N
JARRYD COLE TIBBETTS,P.E.
00 v WER EGINEERING SOLUTIONS
1320 GREENWAY DRIVE SUITE 600
IRVING,TX 75038
FL ENS.NO.85109
i
I I r
CONTRACTOR TO FIELD VERIFY AND r �
INSTALL ADDITIONAL V—BOLTS
�i BETWEEN EXISTING V—BOLTS TO
N I I REDUCE THE SPACING TO 8" MAX.
(TYP OF 3 LEGS) �
EXISTING ANGLE LEG REINFORCEMENTS
I I
EXISTING V—BOLT 1
(A�ND)BACKING PLATE EXISTING PIPE TOWER LEG DRAWN BY:CAH CHECKED BY: RAM/AD
i
REV. DESCRIPTION BY DATE
I I EXISTING ANGLE AOFIRST ISSUE CAH 06 25 21
LEG REINFORCEMENT
ZAI
TO TOWER CENTER 2
SHEET TITLE:
/ SECTION ELEVATION
SECTION "A-A" MODIFICATIONS
0
0 This drawing/document is the property of
Tower Engineering Solutions, LLC. Information
contained herein is considered confidential in
NOTES: nature and is to be used only for the
1. SEE SHEET A-1 FOR LOCATION OF REQUIRED SECTION MODIFICATIONS. specific site that it was intended for.
w 2. TEMPORARILY RELOCATE ANY EXISTING COAX ATTACHED TO THE LEGS Reproduction, transmission, publication or
f 120' ELEV. disclosure by any method is prohibited
AND/OR ANY OTHER MEMBERS WHERE OBSTRUCTION WITH THE except by express written permission from
0 PROPOSED MODIFICATION MAY OCCUR. Tower Engineering Solutions, LLC. Without
ELEVATION VIEW exception, the information on this
drawing/document document remains the property of
N (±120' TO ±140' ELEV.) g p p y
oTower Engineering Solutions, LLC.
ITEM QTY. PART NO. DESCRIPTIONS SHEET NUMBER: REV #:
NO.
1 57 BK500-4125CC PL 1/2"X 2 1/2"X 5 7/8"A36 A—3 O
U 2 57 MS02V-500-3625-70OV-BOLT1/2"X35/8"I.W.X7"I.L.A36(METROSITEOREQI.