Nxgen 40' tower JAXG and JAXH.pdf

FEDERAL AVIATION ADMINISTRATION

DETAILS:

TOWER DESCRIPTION:

INSTALLATION DRAWINGS FOR

40 FT. ANTENNA TOWER, 6 MOUNTS (703) 226-8025

ACCORDANCE WITH THE CURRENT EDITIONS OF ALL GOVERNING CODES

AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE

PLANS IS TO BE CONSTRUCTED TO PERMIT WORK NOT CONFORMING TO

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40 FT. ANTENNA TOWER, 6 MOUNTS

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TOWER OWNER:

F-40 FOUNDATION DETAILS

FOUNDATION:

D-DG DYNA-GLIDE DETAILS

ENGINEER/FABRICATOR:

STRUCTURAL COMPONENTS, LLC

LESSEE

D-L40 LADDER DETAILS

(AS-BUILT)

CONSTRUCTION

PERMITTING

ZONING/

INSPECTION

PROJECT SUMMARY SHEET INDEX

ARCHITECTURAL:

PRE CONSTRUCTION

GN-1 GENERAL CONSTRUCTION NOTES

STRUCTURAL:

T-40-6 TITLE SHEET

D-M6-2 MOUNT DETAILS

D-M6-1 MOUNT DETAILS

D-P3 INSTALLATION DETAILS

D-P2 INSTALLATION DETAILS

D-P1 INSTALLATION DETAILS

D-T1 INSTALLATION DETAILS

D-T5-2 INSTALLATION DETAILS

CA-00528-02 PARTS LIST

CA-00527-02 PARTS LIST

(703) - 226-8025 nXgen COMMUNICATIONS

TBD.

CONTRACTORS:

CONSULTANTS:

APPROVALS

DISCIPLINE SIGNATURE DATE

CONSTRUCTION:

CA-00525-01 PARTS LIST

CA-00524-01-2 PARTS LIST

CA-00524-01-1 PARTS LIST

THESE CODES.

D-T5-1 INSTALLATION DETAILS

S-40-6 SPECIFICATIONS

CA-00522-04 PARTS LIST

CA-00523-05 PARTS LIST

CA-00523-01 PARTS LIST

ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN

1934 OLD GALLOWS RD

SUITE 350

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CODE COMPLIANCE

TITLE SHEET

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The information contained in this set of documents is proprietary by nature. any use or disclosure other than that which relates to the client named is strictly

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1934 OLD GALLOWS RD

SUITE 350

VIENNA, VA 22182

(703) 226-8025

CONSTRUCTION NOTES

DTFAEN-16-C-00329

5 4 3 prohibited.

relates to the client named is strictly

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REVISIONS:

SITE INFORMATION:

DESIGN TYPE:

REVISION:

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The information contained in this set of documents is proprietary by nature. any use or disclosure other than that which

GENERAL

N O

GENERAL NOTES:

1. THE TOWER OUTLINED IN THESE DOCUMENTS WAS DESIGNED IN ACCORDANCE WITH THE TIA-222-G TOWER

CODE.

2. PLANS, SECTIONS, AND DETAILS ARE NOT TO BE SCALED FOR DETERMINATION OF QUANTITIES, LENGTHS, OR

FIT OF MATERIALS.

3. UNLESS NOTED OTHERWISE = U.N.O.

4. ALL WORK ON THESE DRAWINGS SHALL BE PERFORMED BY A QUALIFIED CONTRACTOR WITH A MINIMUM OF 5

YEARS OF PAST TOWER EXPERIENCE AND SHALL FOLLOW THE DICTATES OF GOOD CONSTRUCTION PRACTICE WITH WORKING KNOWLEDGE OF THE TIA CODE “STRUCTURAL STANDARD FOR ANTENNA SUPPORTING

STRUCTURES AND ANTENNAS”.

5. CONTRACTOR AND/OR SUB-CONTRACTOR SHALL BE RESPONSIBLE FOR ANY PERMITTING REQUIRED OR PROVIDE PROOF THAT THE LOCAL JURISDICTION DOES NOT REQUIRE A PERMIT FOR THE WORK COMPLETED.

6. ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL CODES AND OSHA SAFETY REGULATIONS AND PERFORMED UNDER NORMAL WEATHER CONDITIONS WITH WINDS NOT IN EXCESS OF 20

MPH.

7. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT ALL EXISTING EQUIPMENT, ANTENNAS, TX AND STRUCTURES. THE CONTRACTOR IS ALSO RESPONSIBLE FOR THE PROTECTION OF WORKERS, PUBLIC

AND PRIVATE PROPERTY DURING CONSTRUCTION UP UNTIL COMPLETION OF WORK.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL MEASUREMENTS AT THE SITE BEFORE ORDERING ANY MATERIALS OR DOING ANY WORK. NO EXTRA CHARGE FOR COMPENSATIONS SHALL BE ALLOWED DUE TO DIFFERENCE BETWEEN ACTUAL DIMENSIONS AND DIMENSIONS INDICATED ON THE CONSTRUCTION DRAWINGS. ANY SUCH DISCREPANCY IN THE DIMENSION WHICH MAY BE FOUND SHALL BE SUBMITTED TO THE OWNER/CLIENT FOR CONSIDERATIONS BEFORE THE CONTRACTOR PROCEEDS WITH THE

WORK IN THE AFFECTED AREA.

9. ALL TOWER MATERIALS TO BE PROVIDED BY nXgen COMMUNICATIONS.

10. CONTRACTOR’S PROPOSED INSTALLATION SHALL NOT INTERFERE, NOR DENY ACCESS TO ANY EXISTING

OPERATIONAL AND SAFETY EQUIPMENT.

11. CONTRACTOR SHALL PROMPTLY REMOVE ANY AND ALL DEBRIS FROM SITE AND RESTORE AS BEST AS POSSIBLE

TO PRECONSTRUCTION CONDITION INCLUDING BUT NOT LIMITED TO ANY DIVOTS ON ROADWAY OR

SURROUNDING AREA.

12. DIGITAL PHOTOGRAPHS SHALL BE TAKEN OF SITE ACCESS, COMPOUND AND TOWER PRIOR TO CONSTRUCTION, DURING CONSTRUCTION AND POST CONSTRUCTION INCLUDING BUT NOT LIMITED TO ALL REINFORCED AREAS.

CLOSE-OUT REPORT SHALL FOLLOW WITHIN 3 BUSINESS DAYS.

PARTS / FABRICATION / SHOP DRAWINGS:

1. ALL PARTS INCLUDED IN THESE DRAWINGS ARE MANUFACTURED AND OR SUPPLIED BY STRUCTURAL

COMPONENTS, LLC. PARTS FROM OTHER MANUFACTURER’S ARE NOT TO BE USED UNLESS OTHERWISE

AUTHORIZED BY THE STRUCTURAL ENGINEER OF RECORD.

2. ALL FABRICATION / SHOP DRAWINGS ARE TO BE REVIEWED FOR COMPLIANCE TO THE STRUCTURAL DRAWINGS

AND SIGNED OFF BY THE STRUCTURAL ENGINEER PRIOR TO FABRICATION.

EARTHWORK:

1. THE STRUCTURAL DRAWINGS ILLUSTRATE THE COMPLETED FOUNDATION WITH ALL ELEMENTS IN THEIR FINAL

POSITIONS, PROPERLY SUPPORTED AND BRACED.

2. THE CONTRACTOR, IN THE PROPER SEQUENCE, SHALL PROVIDE SHORING AND BRACING AS MAY BE REQUIRED

DURING CONSTRUCTION TO ACHIEVE THE FINAL COMPLETED STRUCTURE.

3. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE

SHORING AND BRACING ELEMENTS.

4. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND EXECUTION OF ALL MISCELLANEOUS SHORING, BRACING, ETC. NECESSARY TO PROVIDE A COMPLETE AND STABLE STRUCTURE AS SHOWN ON THESE

DRAWINGS. CONSULT GEOTECH REPORT FOR FURTHER RECOMMENDATIONS.

5. CONTRACTOR’S PROPOSED INSTALLATION SHALL NOT INTERFERE, NOR DENY ACCESS TO ANY EXISTING

OPERATIONAL AND SAFETY EQUIPMENT.

FOUNDATION DESIGN:

1. FOUNDATION DESIGN BASED ON ALLOWABLE BEARING OF 2 KSF, 110 PSF SOIL WEIGHT AND AN INTERNAL

ANGLE OF FRICTION OF 30 DEGREES.

2. CONTRACTOR SHALL VERIFY THAT THE SOILS ENCOUNTERED CORRESPOND TO THE DESIGN PARAMETERS

WHILE EXCAVATING. THE CONTRACTOR SHALL CONTACT THE ENGINEER OF RECORD IF ANY UNEXPECTED SOILS

ARE ENCOUNTERED.

3. ALL FILL SHALL BE CLEAN AND FREE OF ORGANIC OR FROZEN SOILS AND FOREIGN MATERIALS. STRUCTURAL BACKFILL SHALL BE COMPACTED IN 12 INCH LOOSE LIFTS TO 97% OF MAXIMUM DRY DENSITY WITHIN 3% OF

OPTIMUM MOISTURE CONTENT IN ACCORDANCE WITH ASTM D698.

4. LOOSE MATERIAL SHALL BE REMOVED FROM BOTTOM OF EXCAVATION PRIOR TO PLACING CONCRETE.

5. CONCRETE SHALL BE PLACED AS SOON AS PRACTICAL AFTER EXCAVATION TO AVOID DISTURBANCE OF BEARING

AND SIDE WALL SURFACES.

6. FOLLOW ALL RECOMMENDATIONS IN GEOTECHNICAL REPORT FOR SUB-GRADE PREPARATION UNDER

FOUNDATION ELEMENTS.

CAST-IN-PLACE CONCRETE:

1. ALL CONCRETE DESIGN IS BASED ON THE "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (ACI

3L8-11/318R-11).

2. ALL STRUCTURAL CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 3,000 PSI AND A

MAXIMUM SLUMP OF 4”. U.N.O.

3. CONCRETE SHALL BE PROPORTIONED UTILIZING TYPE II CEMENT. CONCRETE SUSCEPTIBLE TO FREEZING SHALL

BE FORMULATED FOR MAXIMUM FROST RESISTANCE IN ACCORDANCE WITH THE ACI MANUAL OF CONCRETE

PRACTICE.

4. COLD WEATHER AND/OR HOT WEATHER CONCRETING PROCEDURES SHALL BE PROVIDED, IF CONDITIONS

WARRANT, AS RECOMMENDED IN THE ACI MANUAL OF CONCRETE PRACTICE.

5. ALL ANCHOR BOLTS IN NEW FOUNDATIONS SHALL BE PLACED WITH SETTING TEMPLATES.

REINFORCING STEEL:

1. ALL DETAILING, FABRICATION, AND PLACEMENT OF REINFORCING STEEL SHALL BE IN ACCORDANCE WITH THE

ACI MANUAL OF CONCRETE PRACTICE.

2. REINFORCING BARS SHALL BE DEFORMED AND CONFORM TO ASTM A615-79 AND SHALL BE GRADE 60, EXCEPT

TIES WHICH MAY BE GRADE 40.

3. AT REINFORCING STEEL SPLICES IN CONCRETE, LAP BARS 40 DIAMETERS FOR SIZES UNDER #7 AND 48

DIAMETERS FOR SIZES #7 AND LARGER U.N.O.

4. EXCEPT AS NOTED ON THE DRAWINGS, MINIMUM CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE IN

ACCORDANCE WITH ACI 318-05/318R-05.

5. NO.5 OR LARGER REINFORCING BARS SHALL NOT BE RE-BENT WITHOUT APPROVAL BY THE STRUCTURAL

ENGINEER.

6. WELDING OF REBAR IS STRICTLY PROHIBITED.

BACKFILLING:

1. BACKFILLING OF SOILS AROUND FOUNDATION BASES / ANCHORS SHALL BE COMPLETED BEFORE ERECTION OF

TOWER BEGINS.

2. BACKFILL SHALL BE COMPACTED IN LIFTS TO 90% COMPACTION.

3. BACKFILL SHALL BE NATIVE SOILS; IMPORTED FILL SHALL BE VERIFIED WITH THE GEOTECHNICAL ENGINEER

AND STRUCTURAL ENGINEER PRIOR TO BACKFILLING.

STRUCTURAL STEEL:

1. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED, AND ERECTED IN ACCORDANCE WITH 2010 AISC

SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, 2010 AISC CODE OF STANDARD PRACTICE FOR STEEL

BUILDINGS AND BRIDGES AND CHAPTER 4 OF THE TIA CODE.

2. PRE-QUALIFIED STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING MINIMUM GRADES (SEE FABRICATION

DRAWINGS FOR SPECIFIC GRADES FOR SPECIFIC PARTS):

CHANNELS, SOLID ROUND, & ANGLES ------ ASTM A36, (FY = 36 KSI)

PLATES ---------------------------------------------- A572 GR. 50, (FY = 50 KSI)

TOWER LEGS --------------------------------------- A572-50 (FY = 50 KSI)

ANGLE BRACING > 4” ----------------------------- A572-50 (FY = 50 KSI)

ANGLE BRACING < 4” ----------------------------- A36 (FY = 36 KSI)

ANCHOR BOLTS ------------------------------------ A193-B7 (FY = 105 KSI)

HSS -------------------------------------------------- ASTM A500 GR. B, (FY = 46 KSI) STEEL PIPE ----------------------------------------- ASTM A53 GR. B, (FY = 36 KSI) U-BOLTS -------------------------------------------- ASTM A307, (FY = 36 KSI) w/ LOCKING DEVICE U.N.O.

SEE TABLE 5-1 OF THE TIA CODE FOR ADDITIONAL SHAPES AND STANDARDS THAT ARE NOT LISTED

ABOVE.

3. NON PRE QUALIFIED STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS AS PER THE TIA

CODE:

THE CARBON EQUIVALENT OF STEEL SHALL NOT EXCEED 0.65 PER SECTION 5.4.2 OF THE TIA CODE

ELONGATION OF STEEL SHALL NOT BE LESS THAN 18%

TEST REPORTS SHALL BE IN ACCORDANCE WITH ASTM A6 OR A568

TOLERANCES SHALL BE IN ACCORDANCE WITH ASTM A6

4. FIELD CUT EDGES, EXCEPT DRILLED HOLES, SHALL BE GROUND SMOOTH.

CORROSION CONTROL:

1. ALL STEEL MEMBERS SHALL HAVE CORROSION CONTROL AS OUTLINED IN THE TIA CODE AND STATED BELOW:

STEEL MEMBERS SHALL BE HOT DIPPED GALVANIZED PER ASTM A123.

FASTENERS AND HARDWARE SHALL BE HOT DIPPED GALVANIZED PER ASTM A153 OR ASTM B695 CLASS 50

ALL REPAIRS SHALL BE PROTECTED IN ACCORDANCE WITH ASTM A780.

2. ALL FIELD CUT SURFACES SHALL BE REPAIRED WITH (2) COATS OF A 95% ZINC RICH PAINT PER ASTM A780

(ZRC PREFERRED).

3. ALL DAMAGED SURFACES, WELDED AREAS AND AUTHORIZED NON-GALVANIZED MEMBERS OR PARTS (EXISTING

OR NEW) SHALL BE PAINTED WITH (2) COATS OF ZINC RICH PAINT (ZRC PREFERRED).

4. GUY ANCHOR GALVANIZATION SHALL EXTEND A MIN OF 6" INTO CONCRETE.

BOLTS:

1. ALL CONNECTIONS OF STRUCTURAL STEEL MEMBERS SHALL BE MADE USING SPECIFIED HIGH STRENGTH ASTM

A325 BOLTS WITH THREADS EXCLUDED IN SHEAR PLANE.

2. FASTENERS SHALL BE INSTALLED IN PROPERLY ALIGNED HOLES.

3. ALL BOLTS WITHOUT DTI WASHERS SHALL BE INSTALLED SNUG FIT UNTIL THE SECTION IS FULLY COMPACTED, AND THEN TIGHTENED FURTHER BY AISC - "TURN OF THE NUT", TIGHTENING SHALL PROGRESS

SYSTEMATICALLY.

4. BOLT LENGTHS UP TO AND INCLUDING FOUR DIAMETERS SHALL BE TENSIONED 1/3 TURN BEYOND SNUG FIT.

BOLT LENGTHS OVER 4 DIAMETERS SHALL BE 1/2 TURN BEYOND SNUG FIT.

5. FOR SITES WITH DTI WASHERS, REFER TO MANUFACTURER’S RECOMMENDED CALIBRATION PROCEDURE.

HTTP://WWW.APPLIEDBOLTING.COM/PDF/SQUIRT_INSTALL.PDF

CHECK THE FIRST SET OF BOLTS WITH THE RECOMMENDED FEELER GAUGE TO VERIFY THE PROPER

AMOUNT OF “SQUIRT”.

FOR THE REMAINING BOLTS WITH DTI WASHERS, TIGHTEN UNTIL THE VOLUME AND APPEARANCE OF THE

SQUIRT MATCHES THE FIRST “CALIBRATION” SET. THE NUMBER OF SQUIRTS MUST BE AT LEAST THE NUMBER OF BUMPS MINUS ONE. (FOR INSTANCE A FIVE BUMP DTI SHOULD SQUIRT IN AT LEAST FOUR

PLACES).

PHOTOS OF THE FULLY ENGAGED SQUIRTER DTI WASHERS MUST BE TAKEN WITHIN 24 HOURS OF

INSTALLATION BY THE CONTRACTOR.

6. FOR SETS OF BOLT, TIGHTEN GROUP INCREMENTALLY. COMPRESS ALL UNTIL MEMBERS ARE IN FIRM CONTACT.

THEN COMPLETE FINAL BOLT TENSIONING.

SHOP WELDS:

1. ALL WELDING TO BE PERFORMED BY AWS CERTIFIED WELDERS AND CONDUCTED IN ACCORDANCE WITH AISC

AND AWS WELDING CODE - STEEL AWS D1.1/D1.1M:2006 SPECIFICATIONS AND RECOMMENDATIONS.

2. NO FIELD WELDING ALLOWED EXCEPT CAD WELD FOR GROUNDING.

TOLERANCES:

1. CONSTRUCTION OF TOWERS SHALL MEET ALL OF THE TOLERANCE REQUIREMENTS AS OUTLINED IN CHAPTER

6.1.2 OF THE TIA CODE.

GROUT:

1. ALL GROUT BENEATH BASE PLATES SHALL BE NON-SHRINK, "EMBECO","FIVE-STAR" OR EQUAL.

2. ALL GROUT SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 5,000 PSI. U.N.O.

STRUCTURAL ERECTION AND BRACING REQUIREMENTS:

1. THE STRUCTURAL DRAWINGS ILLUSTRATE THE COMPLETED STRUCTURE WITH ALL ELEMENTS IN THEIR FINAL

POSITIONS, PROPERLY SUPPORTED AND BRACED.

2. THE CONTRACTOR, IN THE PROPER SEQUENCE, SHALL PROVIDE TEMPORARY BRACING AS MAY BE REQUIRED

DURING CONSTRUCTION TO ACHIEVE THE FINAL COMPLETED STRUCTURE.

3. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE

BRACING ELEMENTS.

4. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND EXECUTION OF ALL TEMPORARY SUPPORTS, GUYING, ETC. NECESSARY TO PROVIDE A COMPLETE AND STABLE STRUCTURE AS SHOWN ON THESE DRAWINGS.

5. CONTRACTOR’S PROPOSED INSTALLATION SHALL NOT INTERFERE, NOR DENY ACCESS TO ANY EXISTING

OPERATIONAL AND SAFETY EQUIPMENT.

LIGHTING:

1. IF LIGHTING IS REQUIRED PER FAA AC70 ADVISORY CIRCULAR, ALL EQUIPMENT TO BE PROVIDED BY OTHERS

PROTECTIVE GROUNDING:

1. GROUNDING OF THE TOWER SHALL BE IN ACCORDANCE WITH SECTION 10 OF THE TIA-222-G CODE WITH THE

FOLLOWING EXCEPTIONS:

NO TESTING TO VERIFY FINAL RESISTANCE WILL BE COMPLETED UNLESS SPECIFICALLY REQUESTED BY

CLIENT AND NOTED IN THE DRAWINGS.

ALTERNATIVE GROUNDING METHODS FOR SITE SPECIFIC CONDITIONS DESIGNED IN ACCORDANCE WITH

MOTOROLA R56 “STANDARDS AND GUIDELINES FOR COMMUNICATION SITES” MAY BE APPROVED BY

THE ENGINEER OF RECORD AND PRESENTED IN THE DRAWINGS.

MAINTENANCE:

1. A CONTINUOUS INSPECTION OF THE STRUCTURE SHALL BE COMPLETED PER TIA RECOMMENDATIONS AS

OUTLINED IN CHAPTER 14 OF THE TIA CODE. ANY DEFECTS SHALL BE REPORTED TO ENSURE THE STRUCTURAL

INTEGRITY FOR THE LIFE OF THE STRUCTURE.

SPECIAL INSPECTIONS:

1. ALL SPECIAL INSPECTIONS TO BE COMPLETED BY THE OWNER PER IBC 2009 CHAPTER 17.

ELEV: 0'-0" (TOP OF BASEPLATE)

ELEV: 20'-0"

ELEV: 36'-5"

ELEV: -4'-0"

A

ELEV: 40'-0"

4ELEV: 43'-0"

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DETAILS AND ANALYSIS CALCULATIONS.

(DATED 10/13/2016) FOR TOWER LOADING

SEE STRUCTURAL COMPONENTS, LLC STRUCTURAL ANALYSIS

NOTES:

ALL TOWER PARTS ARE PUNCHED OR MARKED WITH LAST 4 DIGITS OF1.

PART OR WELDMENT NUMBER.

DIAGONAL REFERENCE (INSIDE) AND (OUTSIDE) REFER TO INSIDE OR2.

OUTSIDE OF THE TOWER FACE. A=CP-02353-26, B=CP-02353-27. 0

DTFAEN-16-C-00329

SHEET TITLE:

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BOTTOM TOP

A -4' - 0" 0' - 0" CA-00522-04, F-40

BOTTOM TOP

1 0'-0" 20'-0" CA-00523-05, D-T5-1,

D-T5-2

2 20'-0" 40'-0" CA-00523-01, D-T1

3 36'-5" 40'-0"

CA-00524-01-1,

CA-00524-01-2,

D-P1, D-P2, D-P3

4 36'-5" 43'-0" CA-00525-01, D-M6-1,

DM6-2

5 0'-0" 40'-0" CA-00527-02, D-L40

6 0'-0" 40'-0" CA-00528-02, D-DG

FOUNDATION INSTALLATION SCHEDULE

TOWER MODIFICATION SCHEDULE

DWG. NO.ITEM

WIND SPEED (BARE) 150 MPH 3-SECOND GUST

DESCRIPTION

STRUCTURAL COMPONENTS, LLC

INSTALL TOWER SECTION 5, CA-00523-05

INSTALL DYNA-GLIDE ASSEMBLY, CA-00528-02

INSTALL SWING ARM ASSEMBLY, CA-00525-01

TOPOGRAPHIC CATEGORY CATEGORY 1

ELEVATION

CODE

DESIGN SPECIFICATIONS

CLASS III

TIA-222-G

TOWER SPECIFICATIONS

MANUFACTURER STRUCTURAL COMPONENTS, LLC

HEIGHT / MODEL NUMBER 40FT. SELF-SUPPORT w/ PLATFORM, 6 ANTENNA MOUNTS

AUTHOR / FILE # / DATE WESLEY CULVER, P.E. / 160954 / 10-13-16

CURRENT STRUCTURAL ANALYSIS

COMPANY

EXPOSURE C

CLASSIFICATION

EXPOSURE CATEGORY

ITEM DESCRIPTION

ELEVATION

DWG. NO.

INSTALL TOWER FOUNDATION

INSTALL TOWER SECTION 1, CA-00523-01

INSTALL TOWER PLATFORM, CA-00524-01

INSTALL LADDER ASSEMBLY, CA-00527-02

A B

CP

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CP-02353-30

nXgen - DTFAEN - Anchor Rod Template Angle

QTY: 8

WEIGHT: 10.84 LBS EACH

6'-3 1 4 "

7" 7"

6'-8"

7"

7"

6'-8"

9'-5 1 8 "

TOP VIEW

NOTE: DRAWINGS NTS

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ITEM NO. PART # DESCRIPTION REV. QTY.

1 CP-02353-30 nXgen - DTFAEN - Anchor Rod Template Angle 0 8 2 CP-02354-22 nXgen - DTFAEN - Anchor Rod Template Plate A 0 8 3 CP-02354-23 nXgen - DTFAEN - Anchor Rod Template Flat Bar 0 4

4 H02-0016-08 1" A563DH GALVANIZED NUT 0 80

5 HK1-0815-10 1/2" x 1-1/2" x 1" BOLT HW KIT 0 40 6 H15-2100-45 1.0" Dia X 4'-6" X 8TPI Anchor Rod - A193-B7 HDG 0 16

H15-2100-45 1.0" Dia X 4'-6" X 8TPI Anchor Rod - A193-B7 HDG

QTY: 16

WEIGHT: 12.06 LBS EACH

4'-6"

34 2 1 05

PARTS LIST

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prohibited.

CA-00522-04

STAMP:

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CA-00522-04

nXgen - DTFAEN - Anchor Rod Template Assembly

WEIGHT: 409.51 LBS EACH

CP-02354-22

nXgen - DTFAEN - Anchor Rod Template Plate A

QTY: 8

WEIGHT: 6.55 LBS EACH

CP-02354-23

nXgen - DTFAEN - Anchor Rod Template Flat Bar

QTY: 4

WEIGHT: 7.60 LBS EACH

8'-11 1 8 "

CW-00847-04

nXgen - DTFAEN - 40' Tower Base Leg Weldment

QTY: 4

WEIGHT: 224.45 LBS EACH

20'-1"

CP-02354-08

nXgen - DTFAEN - K-Brace Plate C

QTY: 4

WEIGHT: 4.32 LBS EACH

CP-02354-15

nXgen - DTFAEN - Bent Splice Plate B

QTY: 4

WEIGHT: 6.74 LBS EACHTOP VIEW

NOTE: DRAWINGS NTS

1934 OLD GALLOWS RD

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HORIZONTAL & DIAGONAL REFRENCE TABLE

PART # LENGTH (L) ANGLE SIZE

CP-02353-10 7' - 3-1/2" L3x3x3/16" CP-02353-14 7' - 1-7/16" L4x4x5/16" CP-02353-18 8' - 6" L2.5x2.5x3/16" CP-02353-19 8' - 6" L2.5x2.5x3/16" CP-02353-23 9' - 6-11/16"" L2.5x2.5x3/16" CP-02353-24 9' - 6-11/16"" L2.5x2.5x3/16" CP-02353-25 7' - 3-1/2" L2.5x2.5x3/16" CP-02353-28 3' - 8-1/2" L2x2x1/4"

ITEM NO. PART # DESCRIPTION REV. QTY.

1 CP-02353-10 nXgen - DTFAEN - K-Brace Horizontal B 0 4 2 CP-02353-14 nXgen - DTFAEN - K-Brace Diagonal D 0 8 3 CP-02353-18 nXgen - DTFAEN - Diagonal B 0 4 4 CP-02353-19 nXgen - DTFAEN - Diagonal B - Coped 0 4 5 CP-02353-23 nXgen - DTFAEN - Diagonal D 0 4 6 CP-02353-24 nXgen - DTFAEN - Diagonal D - Coped 0 4 7 CP-02353-25 nXgen - DTFAEN - Horizontal B 0 6 8 CP-02353-28 nXgen - DTFAEN - Sub-Horizontal Angle 0 2 9 CP-02354-08 nXgen - DTFAEN - K-Brace Plate C 0 4 10 CP-02354-14 nXgen - DTFAEN - Splice Plate B 0 8 11 CP-02354-15 nXgen - DTFAEN - Bent Splice Plate B 0 4 12 CW-00847-04 nXgen - DTFAEN - 40' Tower Base Leg Weldment 0 4

13 H82-0010-03 RINGFILL - 5/8" BOLT - 3/8" THICK 0 8

14 HK1-1020-12 5/8" x 2" x 1-1/4" BOLT HW KIT 0 94 15 HK1-1025-12 5/8" x 2-1/2" x 1-1/4" BOLT HW KIT 0 32

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7'-6" FACE WIDTH TYP

LENGTH (L)

CP-02354-14

nXgen - DTFAEN - Splice Plate B

QTY: 8

WEIGHT: 4.21 LBS EACH

CA-00523-05

nXgen - DTFAEN - 40' Tower Base Section

WEIGHT: 2216.92 LBS EACH

7'-6" FACE WIDTH TYP

CP-02353-26

nXgen - DTFAEN - Diagonal E

QTY: 4

WEIGHT: 25.37 LBS EACH

8'-1 1 2 "

CP-02353-24

nXgen - DTFAEN - Diagonal D - Coped

QTY: 8

WEIGHT: 29.55 LBS EACH

9'- 11 16 "

CP-02353-23

nXgen - DTFAEN - Diagonal D

QTY: 8

WEIGHT: 29.86 LBS EACH

9'-6 11 16 "

CP-02353-25

nXgen - DTFAEN - Horizontal B

QTY: 2

WEIGHT: 22.55 LBS EACH

7'-3 1 2 "

DTFAEN-16-C-00329

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CP-02353-08

nXgen - DTFAEN - Section 1 Tower Leg

QTY: 4

WEIGHT: 114.43 LBS EACH

TOP VIEW

NOTE: DRAWINGS NTS

1934 OLD GALLOWS RD

SUITE 350

VIENNA, VA 22182

(703) 226-8025

ITEM NO. PART # DESCRIPTION REV. QTY.

1 CP-02353-08 nXgen - DTFAEN - Section 1 Tower Leg 0 4 2 CP-02353-23 nXgen - DTFAEN - Diagonal D 0 8 3 CP-02353-24 nXgen - DTFAEN - Diagonal D - Coped 0 8 4 CP-02353-25 nXgen - DTFAEN - Horizontal B 0 2 5 CP-02353-26 nXgen - DTFAEN - Diagonal E 0 4 6 CP-02353-27 nXgen - DTFAEN - Diagonal E - Coped 0 4 7 CP-02353-28 nXgen - DTFAEN - Sub-Horizontal Angle 0 3

8 H82-0010-02 RINGFILL - 5/8" BOLT - 1/4" THICK 0 12

9 HK1-1017-12 5/8" x 1-3/4" x 1-1/4" BOLT HW KIT 0 44 10 HK1-1020-12 5/8" x 2" x 1-1/4" BOLT HW KIT 0 15

CA-00523-01

nXgen - DTFAEN - Tower Section 1

WEIGHT: 1241.55 LBS EACH

CP-02353-28

nXgen - DTFAEN - Sub-Horizontal Angle

QTY: 3

WEIGHT: 10.94 LBS EACH

3'-8 1 2 "

CP-02353-27

nXgen - DTFAEN - Diagonal E - Coped

QTY: 4

WEIGHT: 25.07 LBS EACH

8'-1 1 2 "

2'-6"

TOP VIEW

PLATFORM AREA = 56.25 FT^2

NOTE: DRAWINGS NTS

1934 OLD GALLOWS RD

SUITE 350

VIENNA, VA 22182

(703) 226-8025

ITEM NO. PART # DESCRIPTION REV. QTY.

1 CP-02355-01 nXgen - DTFAEN - Platform Top Girt 0 9 2 CP-02355-02 nXgen - DTFAEN - Platform Top Handrail 1 4 3 CP-02355-03 nXgen - DTFAEN - Platform Intermediate Handrail 0 4 4 CP-02355-04 nXgen - DTFAEN - Platform Clip Angle A 0 6 5 CP-02355-05 nXgen - DTFAEN - Platform Clip Angle B 0 8 6 CP-02355-06 nXgen - DTFAEN - Door Catch Angle 0 1 7 CP-02355-10 nXgen - DTFAEN - Platform Toe Board 0 4 8 CP-02355-11 nXgen - DTFAEN - Platform Grating A 0 2 9 CP-02355-12 nXgen - DTFAEN - Platform Grating B 0 1 10 CP-02355-13 nXgen - DTFAEN - Platform Grating C 0 1 11 CW-00848-01 nXgen - DTFAEN - Platform Hinge Weldment 0 1 12 CW-00848-02 nXgen - DTFAEN - Grating Door Weldment 0 1 13 H01-0817-10 1/2" x 1-3/4" 1" A325 STRUCTURAL BOLT 0 3

14 H02-0008-13 1/2" A563DH GALVANIZED NUT 0 6

15 H99-0004-01 GALVANIZED GRATING CLIP - 1" BEARING BAR HEIGHT 0 24

16 HK1-0815-10 1/2" x 1-1/2" x 1" BOLT HW KIT 0 32 17 HK1-0817-10 1/2" x 1-3/4" x 1" A325 BOLT HW KIT 0 44 18 HK1-0820-10 1/2" x 2" x 1" BOLT HW KIT 0 10

ELEVATION VIEW

NOTE: TOWER SECTION 1 LEGS (CP-02353-08) BECOME VERTICAL POSTS OF PLATFORM.

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. 7'-6"

7'-6"

2'-6"

42"

23"

CA-00524-01

nXgen - DTFAEN - Platform Assembly

WEIGHT: 1114.54 LBS EACH

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CP-02355-02

nXgen - DTFAEN - Platform Top Handrail

QTY: 4

WEIGHT: 36.69 LBS EACH

7'-6"

DRAWINGS NTSNOTE:

1934 OLD GALLOWS RD

SUITE 350

VIENNA, VA 22182

(703) 226-8025

CP-02355-01

nXgen - DTFAEN - Platform Top Girt

QTY: 9

WEIGHT: 42.09 LBS EACH

7'-4 1 2 "

CP-02355-13

nXgen - DTFAEN - Platform Grating C

QTY: 1

WEIGHT: 75.74 LBS EACH

3'-10 1 2 "

CP-02355-04

nXgen - DTFAEN - Platform Clip Angle A

QTY: 6

WEIGHT: 1.36 LBS EACH

3 1 2 "

CP-02355-06

nXgen - DTFAEN - Door Catch Angle

QTY: 1

WEIGHT: 12.66 LBS EACH

2'-7"

CP-02355-10

nXgen - DTFAEN - Platform Toe Board

QTY: 4

WEIGHT: 18.82 LBS EACH

7'-4 1 2 "

CP-02355-11

nXgen - DTFAEN - Platform Grating A

QTY: 2

WEIGHT: 75.74 LBS EACH

7'-4 1 2 "

CW-00848-01

nXgen - DTFAEN - Platform Hinge Weldment

QTY: 1

WEIGHT: 13.53 LBS EACH

2'-7"

CP-02355-03

nXgen - DTFAEN - Platform Intermediate Handrail

QTY: 4

WEIGHT: 24.01 LBS EACH

7'-6"

CP-02355-12

nXgen - DTFAEN - Platform Grating B

QTY: 1

WEIGHT: 18.89 LBS EACH

1'-2"

CP-02355-05

nXgen - DTFAEN - Platform Clip Angle B

QTY: 8

WEIGHT: 0.78 LBS EACH

2"

CW-00848-02

nXgen - DTFAEN - Grating Door Weldment

QTY: 1

WEIGHT: 30.49 LBS EACH

2'-7 1 2 "

8' MIN PIPE

SEPARATION

CP-02356-09

nXgen - DTFAEN - 6 Antenna Tie Back Angle B

QTY: 2

WEIGHT: 19.07 LBS EACH

3'-10 5 8 "

CP-02356-07

nXgen - DTFAEN - NPS 2-1/2 Sch 40 Aluminium Pipe

QTY: 6

WEIGHT: 13.96 LBS EACH

7'-0"

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TOP VIEW

NOTE: DRAWINGS NTS

1934 OLD GALLOWS RD

SUITE 350

VIENNA, VA 22182

(703) 226-8025

ITEM NO. PART # DESCRIPTION REV. QTY.

1 CP-02356-02 nXgen - DTFAEN - 6 Antenna Mount Plate A 0 4 2 CP-02356-03 nXgen - DTFAEN - 6 Antenna Mount Plate B 0 4 3 CP-02356-07 nXgen - DTFAEN - NPS 2-1/2 Sch 40 Aluminium Pipe 0 6 4 CP-02356-08 nXgen - DTFAEN - 6 Antenna Tie Back Angle A 1 4 5 CP-02356-09 nXgen - DTFAEN - 6 Antenna Tie Back Angle B 1 2 6 CP-02356-10 nXgen - DTFAEN - 6 Antenna Horizontal Angle A 1 8 7 CP-02356-11 nXgen - DTFAEN - 6 Antenna Horizontal Angle B 1 4 8 CP-02356-12 nXgen - DTFAEN - 6 Antenna Diagonal Angle A 0 8 9 CP-02356-13 nXgen - DTFAEN - 6 Antenna Diagonal Angle B 0 4

10 H82-0008-02 RINGFILL - 1/2" BOLT - 1/4" THICK 0 6

11 HK1-0815-10 1/2" x 1-1/2" x 1" BOLT HW KIT 0 84 12 HK1-0820-10 1/2" x 2" x 1" BOLT HW KIT 0 6 13 HK6-4030-05 1/2" x 3-1/16" x 5" x 2-1/2" U-BOLT HW KIT 0 12

CP-02356-02

nXgen - DTFAEN - 6 Antenna Mount Plate A

QTY: 4

WEIGHT: 6.84 LBS EACH

CP-02356-12

nXgen - DTFAEN - 6 Antenna Diagonal Angle A

QTY: 8

WEIGHT: 14.74 LBS EACH

4'-7 5 16 "

CA-00525-01

nXgen - DTFAEN - 6 Antenna Swing Arm Assembly

WEIGHT: 651.71 LBS EACH

CP-02356-08

nXgen - DTFAEN - 6 Antenna Tie Back Angle A

QTY: 4

WEIGHT: 18.07 LBS EACH

3'-8 3 16 "

CP-02356-13

nXgen - DTFAEN - 6 Antenna Diagonal Angle B

QTY: 4

WEIGHT: 11.90 LBS EACH

3'-8 11 16 "

CP-02356-10

nXgen - DTFAEN - 6 Antenna Horizontal Angle A

QTY: 8

WEIGHT: 20.68 LBS EACH

4'-3"

CP-02356-11

nXgen - DTFAEN - 6 Antenna Horizontal Angle B

QTY: 4

WEIGHT: 13.20 LBS EACH

2'-8 3 4 "

CP-02356-03

nXgen - DTFAEN - 6 Antenna Mount Plate B

QTY: 4

WEIGHT: 3.06 LBS EACH

DTFAEN-16-C-00329

5 4 3 prohibited.

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CP-02354-17

nXgen - DTFAEN - Ladder Grab Bar

QTY: 2

WEIGHT: 4.68 LBS EACH

NOTE: DRAWINGS NTS

1934 OLD GALLOWS RD

SUITE 350

VIENNA, VA 22182

(703) 226-8025

ITEM NO. PART # DESCRIPTION REV. QTY.

1 CP-02274-04 nXgen - CC - Ladder Splice Plate 0 4 2 CP-02353-29 nXgen - DTFAEN - Ladder Stand Off Angle 0 14 3 CP-02354-17 nXgen - DTFAEN - Ladder Grab Bar 0 2 4 CW-00848-04 nXgen - DTFAEN - 20' Ladder Weldment 0 2 5 HK1-0815-10 1/2" x 1-1/2" x 1" BOLT HW KIT 0 2 6 HK1-1017-12 5/8" x 1-3/4" x 1-1/4" BOLT HW KIT 0 14 7 HK1-1020-12 5/8" x 2" x 1-1/4" BOLT HW KIT 0 16 8 HK1-1222-13 3/4" x 2-1/4" x 1-3/8" BOLT HW KIT 0 8

CP-02274-04

nXgen - CC - Ladder Splice Plate

QTY: 4

WEIGHT: 1.31 LBS EACH

CA-00527-02

nXgen - DTFAEN - 40' Tower Ladder Assembly

WEIGHT: 524.81 LBS EACH

CP-02353-29

nXgen - DTFAEN - Ladder Stand Off Angle

QTY: 14

WEIGHT: 3.64 LBS EACH

CW-00848-04

nXgen - DTFAEN - 20' Ladder Weldment

QTY: 2

WEIGHT: 219.55 LBS EACH

DETAIL A

SCALE 1 : 32

CA-00528-02

nXgen - DTFAEN - 40' Tower Dyna-Glide Assembly

WEIGHT: 94.42 LBS EACH

DTFAEN-16-C-00329

5 4 3 prohibited.

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NOTE: DRAWINGS NTS

1934 OLD GALLOWS RD

SUITE 350

VIENNA, VA 22182

(703) 226-8025

ITEM NO. PART # DESCRIPTION REV. QTY.

1 CP-01663-01 NXGEN - WBS AIRPORT - DYNA-GLIDE RAIL CONNECTOR (506329) 0 5

2 CP-01663-03 NXGEN - WBS AIRPORT - DYNA-GLIDE RUNG MOUNT (506273) 0 12

3 CP-01663-05 NXGEN - WBS AIRPORT - DYNA-GLIDE RAIL (506270) 0 6

4 CP-01663-07 NXGEN - WBS AIRPORT - DYNA-GLIDE BOTTOM END STOP (506275) 0 1

5 CP-01663-09 NXGEN - WBS AIRPORT - 1/2" x 2-1/2" CARRIAGE BOLT 0 24 6 CP-01663-10 NXGEN - WBS AIRPORT - 1/2" x 1-1/4" CARRIAGE BOLT 0 10

7 CP-01663-13 DYNA-GLIDE PIVOT DAVIT (506357) 0 1

8 H02-0008-13 1/2" A563DH GALVANIZED NUT 0 34

9 H03-0008-02 1/2" DIA. F436 HARDENED GALVANIZED WASHER 0 34

10 H04-0008-01 1/2" SPRING LOCK WASHER 0 34

DYNA-GLIDE NOTES:

1. REFERENCE DYNA-GLIDE SYSTEM INSTRUCTION MANUAL FOR ADDITIONAL PART DETAILS.

2. (2) DYNA-GLIDE FALL ARRESTERS (P/N 506277) SUPPLIED PER SITE LOCATION.

CP-01663-05

DYNA-GLIDE RAIL (506270)

QTY: 6

WEIGHT: 13.03 LBS EACH

DETAIL A

SCALE 1 : 12

CP-01663-01

DYNA-GLIDE

RAIL CONNECTOR (506329)

QTY: 5

WEIGHT: 0.85 LBS EACH

CP-01663-03

DYNA-GLIDE

RUNG MOUNT (506273)

QTY: 12

WEIGHT: 0.64 LBS EACH

The information contained in this set of documents is proprietary by nature. any use or disclosure other than that which relates to the client named is strictly prohibited.

INSTALLATION DETAILS

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1934 OLD GALLOWS RD

SUITE 350

VIENNA, VA 22182

(703) 226-8025

INSTALLATION DETAILS

TOWER SECTION 5 INSTALLATION

A B

C

D

TO LEG INSTALLATION.

RODS AS SHOWN USING:

TRIM ANCHOR RODS AS NECESSARY

TYPICAL LEG INSTALL DETAIL

DETAIL A

TYP PER LEG

(8) 1" NUTS ABOVE BASEPLATE

(4) 1" NUTS BELOW BASEPLATE

HORIZONTAL INSTALLATION

TO AVOID OBSTRUCTING BOTTOM

INSTALL CW-00847-04 TO ANCHOR

NOTE: LEVEL LOWER 1" NUTS

ON ALL ANCHOR RODS PRIOR

CW-00847-04

INSTALL CP-02353-25 AND

CP-02353-14 TO THE TOWER

LEG USING:

(1) 5/8" x 2" BOLT W/HW

TYP PER LOCATION

CP-02353-14

CP-02353-25

DETAIL B

TYPICAL HORIZ & K-BRACE DETAIL

INSTALL (2) CP-02353-14 TO

CP-02354-08 AS SHOWN USING:

(1) 5/8" x 2" BOLT W/HW

TYP PER LOCATION

INSTALL CP-02354-08 TO

CP-02353-10 AS SHOWN USING:

(2) 5/8" x 2" BOLT W/HW

TYP PER LOCATION

DETAIL C

TYPICAL K-BRACE PLATE DETAIL

CP-02353-10

CP-02353-14

CP-02353-14

CP-02354-08

1934 OLD GALLOWS RD

SUITE 350

VIENNA, VA 22182

(703) 226-8025

INSTALLATION DETAILS

NOTE: CP-02353-19 IS COPED

TO BE USED ON THE INSIDE

OF THE TOWER FACE ONLY.

NOTE: RINGFILLS ARE

NOT REQUIRED WHEN

SUB-HORIZ. IS INSTALLED

TO X-BRACE PANEL.

DTFAEN-16-C-00329

The information contained in this set of documents is proprietary by nature. any use or disclosure other than that which relates to the client named is strictly prohibited.

INSTALLATION DETAILS

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OF THE TOWER FACE ONLY.

TO BE USED ON THE INSIDE

STITCH TOGETHER DIAGONALS

TOWER SECTION 5 BRACING (CONT'D)

DETAIL D

CP-02353-25

CP-02353-28

CP-02353-25

CP-02353-28

CP-02353-10

CP-02353-23

CP-02353-24

CP-02353-18

CP-02353-19

AS SHOWN USING:

(1) 5/8" x 2" BOLT W/HW

NOTE:

TYP PER LOCATION

(1) 5/8" x 2" BOLT W/HW

DIAGONALS TO THE LEG USING

CONNECT HORIZONTALS AND

CP-02353-24 IS COPED

TYP PER LOCATION

(1) H82-0010-03 RINGFILL

NOTE: CP-02353-25 &

CP-02353-28 HORIZONTALS

ARE TO BE INSTALLED ONLY

ON THE TOWER FACE TO

WHICH THE LADDER WILL BE

MOUNTED. CP-02353-28 CAN

BE MOUNTED TO EITHER SIDE

OF THE X-BRACE PANEL.

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TO X-BRACE PANEL.

SUB-HORIZ. IS INSTALLED

(703) 226-8025

INSTALLATION DETAILS

SUITE 350

NOT REQUIRED WHEN

RINGFILLS ARE

1934 OLD GALLOWS RD

NOTE:

VIENNA, VA 22182

NOTE: CP-02353-25 &

CP-02353-28 HORIZONTALS

ARE TO BE INSTALLED ONLY

ON THE TOWER FACE TO

WHICH THE LADDER WILL BE

MOUNTED. CP-02353-28 CAN

BE MOUNTED TO EITHER SIDE

OF THE X-BRACE PANEL.

TOWER SECTION 1 INSTALLATION

H

I

TYP PER LOCATION

CP-02353-08

CP-02353-07

CP-02354-14

DETAIL H

SECTION 1 LOWER SPLICE DETAIL

SPLICE TOWER LEGS TOGETHER

AS SHOWN USING:

(8) 5/8" x 2-1/2" BOLT W/HW

(2) CP-02354-14

(1) CP-02354-15

CP-02354-15

CP-02353-24

CP-02353-28

CP-02353-27

OF THE TOWER FACE ONLY.

TYP PER LOCATION

DIAGONALS TO THE LEG USING

CP-02353-24 IS COPED

TO BE USED ON THE INSIDE

(1) 5/8" x 2" BOLT W/HW

NOTE:

DETAIL I

CONNECT HORIZONTALS AND

TYP PER LOCATION

CP-02353-25

CP-02353-25

SECTION 1 TYPICAL BRACING

TYP PER LOCATION

CP-02353-23

(1) 5/8" x 2" BOLT W/HW

TO THE LEG USING:

CONNECT SUB-HORIZONTAL

STITCH TOGETHER DIAGONALS

AS SHOWN USING:

(1) 5/8" x 2" BOLT W/HW

(1) H82-0010-03 RINGFILL

CP-02353-26

0"

11"

3'-4 1 2 "

4'-9 3 4 "

DTFAEN-16-C-00329

The information contained in this set of documents is proprietary by nature. any use or disclosure other than that which relates to the client named is strictly prohibited.

INSTALLATION DETAILS

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1934 OLD GALLOWS RD

SUITE 350

VIENNA, VA 22182

(703) 226-8025

INSTALLATION DETAILS

TOP GIRT/PLATFORM FRAME TOP VIEW

LADDER/CLIMBING FACE

CP-02355-01 X (9)

CP-02355-04 X (6)

TOWER LEG

CP-02353-08

NOTE: VERIFY EDGE OF ANGLE (0")

TO CENTER OF BOLT LOCATION

SHOWN DURING INSTALLATION.

TOWER TOP GIRT DETAIL

DETAIL J

TYP PER LOCATION

TO BACK AS SHOWN USING:

CP-02353-08

INSTALL (2) CP-02355-01 BACK

(2) 1/2" x 2" BOLT W/HW

CP-02355-01 CP-02355-01

INSTALL (1) CP-02355-01

AS SHOWN USING:

(2) 1/2" x 1-3/4" BOLT W/HW TYP PER LOCATION (4) 1/2" x 1-3/4" BOLT W/HW

TYP PER LOCATION

BRACING CLIP ANGLE DETAIL

DETAIL K

CP-02355-04

CP-02355-01

CP-02355-01

INSTALL CP-02355-04 TO CONNECT

BRACING AS SHOWN USING:

VERIFY BOLT LOCATIONS

PER NOTE ABOVE

TOP GIRT/PLATFORM FRAME ISO

SECTION 1 TOWER LEG

CP-02353-08

NOTE: TOWER SECTION 1 BRACING

MEMBERS HIDDEN FOR CLARITY.

J

K

TOWER CLIMBING FACE

TOP GIRT/PLATFORM FRAME TOP VIEW (CONT'D)

TOWER LEG

CP-02353-08

CP-02355-01

N

HANDRAIL AND TOEBOARD DETAIL

DETAIL L

(1) 1/2" x 1-1/2" BOLT W/HW

CP-02355-02

CP-02355-03

CP-02355-02

CP-02355-03

CP-02355-10

CP-02355-10

INSTALL TOP AND INTERMEDIATE

HANDRAIL TO TOWER LEG AS

SHOWN USING:

INSTALL TOEBOARD TO TOWER

LEG AS SHOWN USING:

(2) 1/2" x 1-1/2" BOLT W/HW

TOP GIRT/PLATFORM FRAME ISO (CONT'D)

NOTE: HANDRAILS AND TOEBOARDS

HIDDEN FOR CLARITY. INSTALL ON

ALL FOURS SIDES.

CP-02355-10

CP-02355-03

CP-02355-02

CP-02355-06

CW-00848-01

M

L

TOWER CLIMBING FACE

1934 OLD GALLOWS RD

SUITE 350

VIENNA, VA 22182

(703) 226-8025

INSTALLATION DETAILS

DTFAEN-16-C-00329

The information contained in this set of documents is proprietary by nature. any use or disclosure other than that which relates to the client named is strictly prohibited.

INSTALLATION DETAILS

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CW-00848-01

TYPICAL CLIP ANGLE DETAIL

DETAIL M

CP-02355-05

1/2" x 1-1/2" BOLT

HW KIT

LADDER OPENING DETAIL

DETAIL N

CW-00848-01

CP-02355-06

CP-02355-05 X (4)

TOP GIRT/PLATFORM FRAME TOP VIEW (CONT'D)

CP-02355-11

CP-02355-13

CP-02355-11

CP-02355-12

A

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INSTALLATION DETAILS

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PLATFORM DOOR HINGE DETAIL

CW-00848-02

INSTALL CW-00848-02 TO HINGES

OF CW-00848-01 AS SHOWN USING:

(1) 1/2" x 1-3/4" BOLT

(2) NUTS

TYP (3) LOCATIONS

TIGHTEN FIRST NUT UNTIL THREAD

BOTTOMS OUT. INSTALL JAM NUT

ONTO FIRST NUT. DO NOT INSTALL

FLAT WASHER OR LOCK WASHER.

1934 OLD GALLOWS RD

SUITE 350

VIENNA, VA 22182

(703) 226-8025

INSTALLATION DETAILS

TOP GIRT/PLATFORM FRAME ISO (CONT'D)

CW-00848-02

A

TOWER CLIMBING FACE

L L

MOUNT DETAILS

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FINAL MOUNT CONFIGURATION

8' MIN ANTENNA

PIPE SPACING

8' MIN ANTENNA

PIPE SPACING

6 ANTENNA SWING ARM DETAIL

O

3.

2.

SERVICE IS COMPLETE.

RETURN ANTENNA MOUNT TO FINAL CONFIGURATION AND TIGHTEN BOLTS AFTER

SWING ARM NOTES:

TO SERVICE ANTENNA, LOOSEN BOLT IN ARC-SLOT, TOP & BOTTOM. REMOVE1.

STIFF ARM ANGLE AND ROTATE ANTENNA ASSEMBLY TOWARDS PLATFORM.

TO SERVICE ANTENNA ADJACENT STIFF ARM MUST BE ROTATED OUT OF THE WAY.

P

CP-02356-07

CP-02356-08

1/2" x 3-1/16"

HW KIT TYP

1/2" x 1-1/2" BOLT CP-02356-10

DETAIL O

SWING ARM A BRACING DETAIL

CP-02356-10

HW KIT W/RINGFILL

1/2" x 2" BOLT

U-BOLT HW KIT TYP

CP-02356-12

VIENNA, VA 22182

(703) 226-8025

1934 OLD GALLOWS RD

SUITE 350

MOUNT DETAILS

DETAIL P

CP-02356-10

SWING ARM A HANDRAIL CONNECTION

CP-02356-02

CP-02356-10

1/2" x 1-1/2" BOLT

HW KIT TYP

(703) 226-8025

VIENNA, VA 22182

1934 OLD GALLOWS RD

SUITE 350

MOUNT DETAILS

SERVICE IS COMPLETE.

3.

R

RETURN ANTENNA MOUNT TO FINAL CONFIGURATION AND TIGHTEN BOLTS AFTER

6 ANTENNA SWING ARM DETAIL

2.

SWING ARM NOTES:

TO SERVICE ANTENNA, LOOSEN BOLT IN ARC-SLOT, TOP & BOTTOM. REMOVE1.

STIFF ARM ANGLE AND ROTATE ANTENNA ASSEMBLY TOWARDS PLATFORM.

TO SERVICE ANTENNA ADJACENT STIFF ARM MUST BE ROTATED OUT OF THE WAY.

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HW KIT W/RINGFILL

1/2" x 1-1/2" BOLT

SWING ARM B BRACING DETAIL

DETAIL R

CP-02356-07

HW KIT TYP

CP-02356-09

1/2" x 2" BOLT

CP-02356-11

CP-02356-11

CP-02356-13

1/2" x 3-1/16"

U-BOLT HW KIT TYP

36" ANTENNA PIPE

EXTENSIONS TYP

SWING ARM B HANDRAIL CONNECTION

CP-02356-11

CP-02356-03

DETAIL Q

1/2" x 1-1/2" BOLT

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5/8" X 1-3/4" BOLT

CP-02353-29

CP-02354-17

HW KIT

HW KIT

1/2" X 1-1/2" BOLT

5/8" X 2" BOLT

HW KIT X (2)

LADDER CONNECTION TO

TOP HANDRAIL

LADDER DETAILS

SUITE 350

1934 OLD GALLOWS RD

(703) 226-8025

VIENNA, VA 22182

LADDER NOTES:

INSTALL 20' LADDER SECTIONS STARTING AT TOP OF TOWER.1.

LADDER RUNGS ARE OFFSET TOWARD CLIMBING SPACE. LADDER SECTIONS SHOULD BE ORIENTED SUCH2.

THAT LADDER RUNGS ARE ALWAYS CLOSER TO THE CENTER OF THE TOWER.

LADDER SECTION ARE UNIVERSAL IN CLIMBING DIRECTION AND CAN BE INSTALLED IN EITHER3.

ORIENTATION.

LADDER ASSEMBLY CONNECTS TO EVERY HORIZONTAL INSTALLED ON THE CLIMBING FACE OF THE TOWER.4.

Q

*ANTENNA MOUNTS HIDDEN FOR CLARITY

40' LADDER INSTALLATION VIEW

R

DETAIL Q

TYPICAL LADDER SECTION SPLICE

CP-02274-04 X (2)

3/4" x 2-1/4" BOLT

HW KIT TYP

CP-02353-29 X (2)

5/8" x 1-3/4" BOLT

HW KIT TYP

DETAIL R

TYPICAL LADDER STANDOFF CONNECTION

5/8" x 1-3/4" BOLT

HW KIT TYP

PLATFORM FLOOR

LADDER CONNECTION AT

TYP

CP-02355-05 X (2)

1/2" x 1-3/4" BOLT

HW KIT X (2)

TYP

1/2" x 2" BOLT

CP-01663-09

TYPICAL RUNG MOUNT

CP-01663-03

DETAIL T

INSTALL (2) RUNG MOUNTS PER

RAIL SECTION, CP-01663-05, AS

SHOWN USING:

(1) CP-01663-03

(2) CP-01663-09 W/HW

TYP PER LOCATION

DYNA-GLIDE DETAILS

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TYPICAL DYNA-GLIDE INSTALLATION

DYNA-GLIDE DETAILS

1934 OLD GALLOWS RD

SUITE 350

(703) 226-8025

VIENNA, VA 22182

DYNA-GLIDE NOTES:

INSTALL DYNA-GLIDE SAFETY RAIL SYSTEM CENTERED ON THE LADDER FOLLOWING THE MSA DYNA-GLIDE1.

INSTRUCTION MANUAL.

INSTALL RAIL SYSTEM FULL HEIGHT OF LADDER. TRIM BOTTOM RAIL SECTION AS NECESSARY.2.

CP-01663-01

CP-01663-10

DETAIL S

TYPICAL RAIL SECTION SPLICE

CP-01663-05

CP-01663-05

SPLICE TOGETHER RAIL SECTIONS,

CP-01663-05, AS SHOWN USING:

(1) CP-01663-01

(2) CP-01663-10 W/HW

TYP PER LOCATION

13'-0" TYP

13'-0" TYP

8'-1 1

4 " TYP2'-5 3

8 " TYP 2'-5 3

8 " TYP 3" MIN CLEAR

COVER TYP

12 7

16 " MAX C-C

BOTH DIRECTIONS

TYP

4'-0"

9" ANCHOR ROD

EXTENSION

3'-6"

3" MIN CLEAR

COVER TYP

GRADE

FOUNDATION ELEVATION VIEW

FOUNDATION ISO VIEW

APPROXIMATELY 25.0 CUBIC

YARDS OF 3,000 PSI CONCRETE

USE ANCHOR ROD TEMPLATE CA-00522-04

TO PROPERLY SPACE ANCHOR RODS.

2'-3"

12'-6"

MIN R2 1

4 " INNER

REBAR A

#6 REBAR

TOP & BOT BOTH DIRECTION

QTY: 52

REBAR SCHEDULE

1934 OLD GALLOWS RD

SUITE 350

VIENNA, VA 22182

(703) 226-8025

FOUNDATION DETAILS

FOUNDATION PLAN VIEW

FOUNDATION NOTES:

1. REFERENCE SHEET CA-00522-04 FOR EXACT ANCHOR ROD SPACING.

2. TEMPLATE BOLTS ARE EXACT FIT FOR SPACING. INSTALLATION WILL BE SNUG.

3. BOTTOM ANCHOR ROD TEMPLATE MAY REST ON LOWER REBAR CAGE.

4. REMOVE UPPER ANCHOR ROD TEMPLATE PLATES AND ANGLES AFTER

FOUNDATION INSTALLATION IS COMPLETE.

The information contained in this set of documents is proprietary by nature. any use or disclosure other than that which relates to the client named is strictly prohibited.

FOUNDATION

DETAILS

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