· PDF filethe mmbs cabinet and any intermediate distribution boxes: a. fiber: support fiber bundles using 1/2” velcro straps of the required

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6580 SPRINT PARKWAYOVERLAND PARK, KANSAS 66251

48 SPRUCE STREETOAKLAND, NJ 07346

27808

631 WASHINGTON ST.SITE#: NY03XC189-E

631 WASHINGTON ST.HOBOKEN, NJ 07030HUDSON COUNTY

FINAL 02/06/2014

A 05/04/15 ROOF COVERAGE CALCS

I hereby certify that this plan, specification, or report was preparedby me or under my direct supervision and that I am a duly LicensedProfessional Engineer under the laws of the State of New Jersey.

James R. Skowronski

DOCUMENT MUST CONTAIN ORIGINALEMBOSSED SEAL TO BE VALID

N.J. PROFESSIONAL ENGINEER #45690COMPANY CERTIFICATE OF AUTHORIZATION

#24GA28109400, EXP. 04/30/2016

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B 07/16/15 ZONING REVISIONS

C 07/20/15 ZONING REVISIONS

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TITLE SHEET

SITE LOCATION

SITE LOCATION

TITLE SHEET

PROJECT: 2.5 EQUIPMENT DEPLOYMENT

SITE NAME: 631 WASHINGTON ST.

SITE CASCADE: NY03XC189 - E

SITE ADDRESS: 631 WASHINGTON ST.HOBOKEN, NJ 07030

SITE TYPE: ± 41'-0" ROOFTOP

SITE ADDRESS:

PROPERTY OWNER:

GEOGRAPHIC COORDINATES:


SITE INFORMATION

LAWTON TURSO631 WASHINGTON STREETHOBOKEN, NJ 07030

LATITUDE: 40° 44' 40.23" N, (40.744508° N)LONGITUDE: 74° 01' 43.10" W, (-74.028639° W)ELEVATION: ±24' AMSL

ZONING JURISDICTION:CITY OF HOBOKEN

ZONING DISTRICT:R-1 (CS) - RESIDENTIAL (COURT STREET)

POWER COMPANY:

AAV PROVIDER:CABLEVISIONPH: 855-728-2455

SPRINT CONSTRUCTION MANAGER:

EQUIPMENT SUPPLIER:ALCATEL-LUCENT600-700 MOUNTAIN AVENUEMURRAY HILL, NJ 07974PH.: (908) 508-8080

AREA MAP ITEMIZED PROJECT SCOPE

INSTALL (1) EQUIPMENT CABINET IN BASEMENT

INSTALL (3) PANEL ANTENNAS ON ROOFTOP

INSTALL (3) RRU'S AT ANTENNAS

INSTALL (3) FILTERS AT ANTENNAS

INSTALL (1) 1 5/8" HYBRID CABLE FROM EQUIPMENT TO ANTENNAS

INSTALL (2) HYBRID JUMPERS, (1) FROM BETA SECTOR TO ALPHASECTOR & (1) FROM ALPHA SECTOR TO GAMMA SECTOR

INSTALL (27) ANTENNA / RRH JUMPERS AT ANTENNAS

INSTALL (2) NEW ROOFTOP BALLAST FRAMES

INSTALL (27) ANTENNA / RRH JUMPERS AT ANTENNAS

REMOVE (2) EXISTING, UNUSED PIPE MASTS FROM ROOFTOP

* ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED INACCORDANCE WITH THE FOLLOWING CODES AS ADOPTED BY THELOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BECONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES.

1. INTERNATIONAL BUILDING CODE

2. ANSI/TIA-222 STRUCTURALSTANDARD FOR ANTENNASTRUCTURES

3. NFPA 780 - LIGHTNINGPROTECTION CODE

4. NATIONAL ELECTRIC CODE

JRS

SPRINT SPECIFICATIONS


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SITE PLANA-1

BUILDING ELEVATION & ANTENNA DETAILS

A-2

A-3

ANTENNA LAYOUTS A-4

RF DATA SHEETA-5

FIBER PLUMBING DIAGRAMA-6

CABLE COLOR CODINGA-7

E-1 GROUNDING DETAILS

E-2 GROUNDING DETAILS

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LOCATION MAP

APPLICABLE CODES

SHEET INDEXSHT NO: SHEET TITLE: REV: ENGINEER:

Know what's

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ANTENNA & HYBRID CABLE DETAILS

NORTH

PLANS PREPARED BY:RAMAKER & ASSOCIATES, INC.CONTACT: KEITH BOHNSACK, PROJECT MANAGERPH.: (608) 643-4100EMAIL: [email protected]

NORTH

A-8

EQUIPMENT DETAILS A-9

CABINET DETAILS

EQUIPMENT PLAN

A-10

PSE&GPH: 800-436-7734 E-3 DC POWER DETAILS & PANEL SCHEDULES

NAME: IAN TUTZAUERPHONE: (201) 684-4388E-MAIL: [email protected]

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KEY PARCEL & ZONING PLANZ-1 C JRS

APPROVALS

BOARD CHAIR:

SECRETARY:

EXISTING EQUIPMENT LIST

EXISTING BTS, BATTERY & PPC CABINETS IN EQUIPMENTROOM IN BASEMENT

(3) EXISTING ANTENNAS AT ROOFTOP

(3) EXISTING RRU'S AT ROOFTOP

(4) EXISTING CABLES

B

200' PROPERTY OWNER'S LISTZ-2 B JRS

BULK & WIRELESS REQUIREMENTSZ-3 B JRS

PARCEL INFORMATION:BLOCK 217, LOT 10

NOTE:

INFORMATION SHOWN IN THESE DRAWINGS IS BASED ON INFORMATION COLLECTED DURING ASITE VISIT PERFORMED BY RAMAKER & ASSOCIATES AND RECORD DRAWINGS PROVIDED BYSPRINT, INCLUDING PREVIOUS CONSTRUCTION DRAWINGS PREPARED BY INFINIGY ENGINEERING(DATED 09/08/2012) AND AS-BUILT DRAWINGS PREPARED BY EI ASSOCIATES (DATED08/14/1997).

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27808



FINAL 02/06/2014



James R. Skowronski



#24GA28109400, EXP. 04/30/2016

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THE WORK:SHALL COMPLY WITH ALL APPLICABLE ADOPTED CODES AND STANDARDS, AND PORTIONSTHEREOF.

PRECEDENCE:SHOULD CONFLICTS OCCUR BETWEEN THE STANDARD CONSTRUCTION SPECIFICATIONS FORWIRELESS SITES INCLUDING THE STANDARD CONSTRUCTION DETAILS FOR WIRELESS SITES ANDTHE CONSTRUCTION DRAWINGS, INFORMATION ON THE CONSTRUCTION DRAWINGS SHALL TAKEPRECEDENCE.

SITE FAMILIARITY:CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL CONTRACTDOCUMENTS, FIELD CONDITIONS AND DIMENSIONS PRIOR TO PROCEEDING WITHCONSTRUCTION.

ON-SITE SUPERVISION:THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE RESPONSIBLE FORCONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES INACCORDANCE WITH THE CONTRACT DOCUMENTS.

DRAWINGS, SPECIFICATIONS AND DETAILS REQUIRED AT JOBSITE:THE CONSTRUCTION CONTRACTOR SHALL MAINTAIN A FULL SET OF THE CONSTRUCTIONDRAWINGS AT THE JOBSITE FROM MOBILIZATION THROUGH CONSTRUCTION COMPLETION.

SECTION 01 100 - SCOPE OF WORK

SECTION 01 200 - COMPANY FURNISHED MATERIAL AND EQUIPMENT

SECTION 01 300 - CELL SITE CONSTRUCTION

SECTION 01 400 - SUBMITTALS & TESTS

A. DETAILS ARE INTENDED TO SHOW DESIGN INTENT. PROVIDE ALL MATERIALS AND LABOR ASREQUIRED TO PROVIDE A COMPLETE AND FUNCTIONING SYSTEM. MODIFICATIONS MAY BEREQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS, AND SUCH MODIFICATIONS SHALL BEINCLUDED AS PART OF THE WORK.

B. CONTRACTOR SHALL NOTIFY SPRINT CONSTRUCTION MANAGER OF ANY VARIATIONS PRIORTO PROCEEDING WITH THE WORK. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESSNOTED OTHERWISE. MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS ORCONDITIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK.

C. MARK THE FIELD SET OF DRAWINGS IN RED, DOCUMENTING ANY CHANGES FROM THECONSTRUCTION DOCUMENTS.

METHODS OF PROCEDURE (MOPS) FOR CONSTRUCTION:CONTRACTOR SHALL PERFORM WORK AS DESCRIBED IN:

A. COAX COLOR CODING SWEEPS AND FIBER TESTING TS-0200 AND EL-0568

B. CABLE LABELING EN-2012-00

C. APPLICABLE INSTALLATION MOPS IDENTIFIED ELSEWHERE IN THE CONTRACT DOCUMENTS

A. COMPANY FURNISHED MATERIAL AND EQUIPMENT IS IDENTIFIED ON THE RF DATA SHEET INTHE CONSTRUCTION DRAWINGS.

B. CONTRACTOR IS RESPONSIBLE FOR SPRINT PROVIDED MATERIAL AND EQUIPMENT TOENSURE IT IS PROTECTED AND HANDLED PROPERLY THROUGHOUT THE CONSTRUCTIONDURATION.

C. CONTRACTOR IS RESPONSIBLE FOR RECEIPT OF SPRINT FURNISHED EQUIPMENT AT CELL SITEOR CONTRACTORS LOCATION. CONTRACTOR TO COMPLETE SHIPPING AND RECEIPTDOCUMENTATION IN ACCORDANCE WITH COMPANY PRACTICE.

NOTICE TO PROCEED:NO WORK SHALL COMMENCE PRIOR TO COMPANY'S WRITTEN NOTICE TO PROCEED AND THEISSUANCE OF WORK ORDER.

SITE CLEANLINESS:CONTRACTOR SHALL KEEP THE SITE FREE FROM ACCUMULATING WASTE MATERIAL, DEBRIS,AND TRASH. AT THE COMPLETION OF THE WORK, CONTRACTOR SHALL REMOVE FROM THESITE ALL REMAINING RUBBISH, IMPLEMENTS, TEMPORARY FACILITIES, AND SURPLUSMATERIALS.

ALTERNATES:AT THE COMPANY'S REQUEST, ANY ALTERNATIVES TO THE MATERIALS OR METHODSSPECIFIED SHALL BE SUBMITTED TO SPRINT'S CONSTRUCTION MANAGER FOR APPROVAL.SPRINT WILL REVIEW AND APPROVE ONLY THOSE REQUESTS MADE IN WRITING. NO VERBALAPPROVALS WILL BE CONSIDERED.

TESTS AND INSPECTIONS:

A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION TESTS,INSPECTIONS AND PROJECT DOCUMENTATION.

B. CONTRACTOR SHALL ACCOMPLISH TESTING INCLUDING BUT NOT LIMITED TO THEFOLLOWING:

1. COAX SWEEPS AND FIBER TESTS PER TS-0200 (CURRENT VERSION) ANTENNA LINEACCEPTANCE STANDARDS.

2. AGL, AZIMUTH AND DOWNTILT: PROVIDE AN AUTOMATED REPORT UPLOADED TOSITERRA USING A COMMERCIAL MADE-FOR THE PURPOSE ELECTRONIC ANTENNAALIGNMENT TOOL (AAT). INSTALLED AZIMUTH, CENTERLINE AND DOWNTILT MUSTCONFORM WITH RF CONFIGURATION DATA.

3. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL CORRECTIONS TO ANYWORK IDENTIFIED AS UNACCEPTABLE IN SITE INSPECTION ACTIVITIES AND/OR AS ARESULT OF TESTING.

4. ALL TESTING REQUIRED BY APPLICABLE INSTALLATION MOPS.

C. REQUIRED CLOSEOUT DOCUMENTATION INCLUDES, BUT IS NOT LIMITED TO THEFOLLOWING;

1. AZIMUTH, DOWNTILT, AGL FROM SUNSIGHT INSTRUMENTS - ANTENNALIGNALIGNMENT TOOL (AAT).

2. SWEEP AND FIBER TESTS.

3. SCALABLE BARCODE PHOTOGRAPHS OF TOWER TOP AND INACCESSIBLE SERIALIZEDEQUIPMENT.

4. ALL AVAILABLE JURISDICTIONAL PERMIT AND OCCUPANCY INFORMATION.

5. PDF SCAN OF REDLINES PRODUCED IN FIELD.

6. A PDF SCAN OF REDLINE MARK-UPS SUITABLE FOR USE IN ELECTRONIC AS-BUILTDRAWING PRODUCTION.

7. LIEN WAIVERS.

8. FINAL PAYMENT APPLICATION.

9. REQUIRED FINAL CONSTRUCTION PHOTOS.

10. CONSTRUCTION AND COMMISSIONING CHECKLIST COMPLETE WITH NO DEFICIENTITEMS.

11. APPLICABLE POST NTP TASKS INCLUDING DOCUMENT UPLOADS COMPLETED INSITERRA (SPRINT'S DOCUMENT REPOSITORY OF RECORD).

12. CLOSEOUT PHOTOGRAPHS AND CLOSEOUT CHECKLIST: SPRINT WILL PROVIDESEPARATE GUIDANCE.

SUMMARY:THIS SECTION SPECIFIES INSTALLATION OF ANTENNAS, RRU'S, AND CABLE EQUIPMENT, INSTALLATION,AND TESTING OF COAXIAL FIBER CABLE.

ANTENNAS AND RRU'S:THE NUMBER AND TYPE OF ANTENNAS AND RRU'S TO BE INSTALLED IS DETAILED ON THE CONSTRUCTIONDRAWINGS.

HYBRID CABLE:HYBRID CABLE WILL BE DC/FIBER AND FURNISHED FOR INSTALLATION AT EACH SITE. CABLE SHALL BEINSTALLED PER THE CONSTRUCTION DRAWINGS AND THE APPLICABLE MANUFACTURER'S REQUIREMENTS.

JUMPERS AND CONNECTORS:FURNISH AND INSTALL 1/2" COAX JUMPER CABLES BETWEEN THE RRU'S AND ANTENNAS. JUMPERS SHALLBE TYPE LDF 4, FLC 12-50, CR 540, OR FXL 540. SUPER-FLEX CABLES ARE NOT ACCEPTABLE. JUMPERSBETWEEN THE RRU'S AND ANTENNAS OR TOWER TOP AMPLIFIERS SHALL CONSIST OF 1/2 INCH FOAMDIELECTRIC, OUTDOOR RATED COAXIAL CABLE, MIN. LENGTH FOR JUMPER SHALL BE 10"-0".

SECTION 11 700 - ANTENNA ASSEMBLY, REMOTE RADIO UNITS AND CABLEINSTALLATION

MISCELLANEOUS:INSTALL SPLITTERS, COMBINERS, FILTERS PER RF DATA SHEET, FURNISHED BY SPRINT.

ANTENNA INSTALLATION:THE CONTRACTOR SHALL ASSEMBLE ALL ANTENNAS ONSITE IN ACCORDANCE WITH THE INSTRUCTIONSSUPPLIED BY THE MANUFACTURER. ANTENNA HEIGHT, AZIMUTH, AND FEED ORIENTATION INFORMATIONSHALL BE A DESIGNATED ON THE CONSTRUCTION DRAWINGS.

REMOTE ELECTRICAL TILT (RET) CABLES:

A. THE CONTRACTOR SHALL POSITION THE ANTENNA ON TOWER PIPE MOUNTS SO THAT THE BOTTOMSTRUT IS LEVEL. THE PIPE MOUNTS SHALL BE PLUMB TO WITHIN 1 DEGREE.

B. ANTENNA MOUNTING REQUIREMENTS: PROVIDE ANTENNA MOUNTING HARDWARE AS INDICATED ONTHE DRAWINGS.

HYBRID CABLE INSTALLATION:

A. THE CONTRACTOR SHALL ROUTE, TEST, AND INSTALL ALL CABLES AS INDICATED ON THECONSTRUCTION DRAWINGS AND IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.

B. THE INSTALLED RADIUS OF THE CABLES SHALL NOT BE LESS THAN THE MANUFACTURER'SSPECIFICATIONS FOR BENDING RADII.

C. EXTREME CARE SHALL BE TAKEN TO AVOID DAMAGE TO THE CABLES DURING HANDLING ANDINSTALLATION.

1. FASTENING MAIN HYBRID CABLES: ALL CABLES SHALL BE INSTALLED INSIDE MONOPOLE WITHCABLE SUPPORT GRIPS AS REQUIRED BY THE MANUFACTURER.

2. FASTENING INDIVIDUAL FIBER AND DC CABLES ABOVE BREAKOUT ENCLOSURE (MEDUSA), WITHINTHE MMBS CABINET AND ANY INTERMEDIATE DISTRIBUTION BOXES:

a. FIBER: SUPPORT FIBER BUNDLES USING 1/2 ” VELCRO STRAPS OF THE REQUIREDLENGTH AT 18” O.C. STRAPS SHALL BE UV, OIL AND WATER RESISTANT AND SUITABLEFOR INDUSTRIAL INSTALLATIONS AS MANUFACTURED BY TEXTOL OR APPROVED EQUAL.

b. DC: SUPPORT DC BUNDLES WITH ZIP TIES OF THE ADEQUATE LENGTH. ZIP TIES TO BEUV STABILIZED, BLACK NYLON, WITH TENSILE STRENGTH AT 12,000 PSI ASMANUFACTURED BY NELCO PRODUCTS OR EQUAL.

3. FASTENING JUMPERS: SECURE JUMPERS TO THE SIDE ARMS OR HEAD FRAMES USING STAINLESSSTEEL TIE WRAPS OR STAINLESS STEEL BUTTERFLY CLIPS.

4. CABLE INSTALLATION:

a. INSPECT CABLE PRIOR TO USE FOR SHIPPING DAMAGE, NOTIFY THE CONSTRUCTIONMANAGER.

b. CABLE ROUTING: CABLE INSTALLATION SHALL BE PLANNED TO ENSURE THAT THE LINES WILLBE PROPERLY ROUTED IN THE CABLE ENVELOP AS INDICATED ON THE DRAWINGS. AVOIDTWISTING AND CROSSOVERS.

c. HOIST CABLE USING PROPER HOISTING GRIPS. DO NOT EXCEED MANUFACTURER'SRECOMMENDED MAXIMUM BEND RADIUS.

5. GROUNDING OF TRANSMISSION LINES: ALL TRANSMISSION LINES SHALL BE GROUNDED ASINDICATED ON DRAWINGS.

6. HYBRID CABLE COLOR CODING: ALL COLOR CODING SHALL BE AS REQUIRED IN TS 0200 (CURRENTVERSION).

7. HYBRID CABLE LABELING: INDIVIDUAL HYBRID AND DC BUNDLES SHALL BE LABELEDALPHA-NUMERICALLY ACCORDING TO SPRINT CELL SITE ENGINEERING NOTICE - EN 2012-001, REV 1

A. ALL FIBER & COAX CONNECTORS AND GROUND KITS SHALL BE WEATHERPROOFED.

B. WEATHERPROOFED USING ONE OF THE FOLLOWING METHODS. ALL INSTALLATIONS MUST BE DONE INACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND INDUSTRY BEST PRACTICES.

WEATHERPROOFING EXTERIOR CONNECTORS AND HYBRID CABLE GROUND KITS:

1. COLD SHRINK: ENCOMPASS CONNECTOR IN COLD SHRINK TUBING AND PROVIDE A DOUBLEWRAP OF 2” ELECTRICAL TAPE EXTENDING 2 ” BEYOND TUBING. PROVIDE 3M COLD SHRINKCXS SERIES OR EQUAL.

2. SELF-AMALGAMATING TAPE: CLEAN SURFACES. APPLY A DOUBLE WRAP OFSELF-AMALGAMATING TAPE 2 ” BEYOND CONNECTOR. APPLY A SECOND WRAP OFSELF-AMALGAMATING TAPE IN OPPOSITE DIRECTION. APPLY DOUBLE WRAP OF 2 ” WIDEELECTRICAL TAPE EXTENDING 2 ” BEYOND THE SELF-AMALGAMATING TAPE.

3. 3M SLIM LOCK CLOSURE 716: SUBSTITUTIONS WILL NOT BE ALLOWED.

4. OPEN FLAME ON JOB SITE IS NOT ACCEPTABLE

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27808



FINAL 02/06/2014



James R. Skowronski



#24GA28109400, EXP. 04/30/2016

7/20/2015 777777777777777777777777777777777777777777777777777777777777777777777////////////////////////////////////////////////////////2222222000/20



SECTION 11 800 - INSTALLATION OF MULTIMODAL BASESTATIONS (MMBS) AND RELATED EQUIPMENT

A. THIS SECTION SPECIFIES MMBS CABINETS, POWER CABINETS, AND INTERNALEQUIPMENT INCLUDING BY NOT LIMITED TO RECTIFIERS, POWER DISTRIBUTIONUNITS, BASE BAND UNITS, SURGE ARRESTORS, BATTERIES, AND SIMILAREQUIPMENT FURNISHED BY THE COMPANY FOR INSTALLATION BY THECONTRACTOR (OFCI).

B. CONTRACTOR SHALL PROVIDE AND INSTALL ALL MISCELLANEOUS MATERIALSAND PROVIDE ALL LABOR REQUIRED FOR INSTALLATION EQUIPMENT INEXISTING CABINET OR NEW CABINET AS SHOWN ON DRAWINGS AND ASREQUIRED BY THE APPLICABLE INSTALLATION MOPS.

C. COMPLY WITH MANUFACTURER'S INSTALLATION AND START-UP REQUIREMENTS.

A. NEW DC CIRCUIT IS REQUIRED IN MMBS CABINET SHALL BE CLEARLYIDENTIFIED AS TO RRU BEING SERVICED.

SUMMARY:THIS SECTION SPECIFIES BASIC ELECTRICAL REQUIREMENTS FOR SYSTEMS AND COMPONENTS.

SECTION 26 100 - BASIC ELECTRICAL REQUIREMENTS

QUALITY ASSURANCE:

A. ALL EQUIPMENT FURNISHED UNDER DIVISION 26 SHALL CARRY UL LABELS AND LISTINGS WHERESUCH LABELS AND LISTINGS ARE AVAILABLE IN THE INDUSTRY.

B. MANUFACTURERS OF EQUIPMENT SHALL HAVE A MINIMUM OF THREE YEARS EXPERIENCE WITHTHEIR EQUIPMENT INSTALLED AND OPERATING IN THE FIELD IN A USE SIMILAR TO THEPROPOSED USE FOR THIS PROJECT.

C. MATERIALS AND EQUIPMENT : ALL MATERIALS AND EQUIPMENT SPECIFIED IN DIVISION 26 OFTHE SAME TYPE SHALL BE OF THE SAME MANUFACTURER AND SHALL BE NEW, OF THE BESTQUALITY AND DESIGN, AND FREE FROM DEFECTS.

SUPPORTING DEVICES:

A. MANUFACTURED STRUCTURAL SUPPORT MATERIALS: SUBJECT TO COMPLIANCE WITHREQUIREMENTS, PROVIDE PRODUCTS BY THE FOLLOWING:

1. ALLIED TUBE AND CONDUIT.

2. B-LINE SYSTEM.

3. UNISTRUT DIVERSIFIED PRODUCTS.

4. THOMAS & BETTS.

B. FASTENERS: TYPES, MATERIALS, AND CONSTRUCTION FEATURES AS FOLLOWS:

1. EXPANSION ANCHORS: CARBON STEEL WEDGE OR SLEEVE TYPE.

2. POWER-DRIVEN THREADED STUDS: HEAT-TREATED STEEL, DESIGNED SPECIFICALLY FOR THEINTENDED SERVICE.

3. FASTEN BY MEANS OF WOOD SCREWS ON WOOD.

4. TOGGLE BOLTS ON HOLLOW MASONRY UNITS.

5. CONCRETE INSERTS OR EXPANSION BOLTS ON CONCRETE OR SOLID MASONRY.

6. MACHINE SCREWS, WELDED THREADED STUDS, OR SPRING-TENSION CLAMPS ON STEEL.

7. EXPLOSIVE DEVICES FOR ATTACHING HANGERS TO STRUCTURE SHALL NOT BE PERMITTED.

8. DO NOT WELD CONDUIT, PIPE STRAPS, OR ITEMS OTHER THAN THREADED STUDS TO STEELSTRUCTURES.

9. IN PARTITIONS OF LIGHT STEEL CONSTRUCTION, USE SHEET METAL SCREWS.

SUPPORTING DEVICES:

A. INSTALL SUPPORTING DEVICES TO FASTEN ELECTRICAL COMPONENTS SECURELY ANDPERMANENTLY IN ACCORDANCE WITH NEC.

B. COORDINATE WITH THE BUILDING STRUCTURAL SYSTEM AND WITH OTHER TRADES.

C. UNLESS OTHERWISE INDICATED ON THE DRAWINGS, FASTEN ELECTRICAL ITEMS AND THEIRSUPPORTING HARDWARE SECURELY TO THE STRUCTURE IN ACCORDANCE WITH THE FOLLOWING:

ELECTRICAL IDENTIFICATION:

A. UPDATE AND PROVIDE TYPED CIRCUIT BREAKER SCHEDULES IN THE MOUNTING BRACKET,INSIDE DOORS OF AC PANEL BOARDS WITH ANY CHANGES MADE TO THE AC SYSTEM.

B. BRANCH CIRCUITS FEEDING AVIATION OBSTRUCTION LIGHTING EQUIPMENT SHALL BE CLEARLYIDENTIFIED AS SUCH AT THE BRANCH CIRCUIT PANELBOARD.

A. RIGID GALVANIZED STEEL (RGS) CONDUIT SHALL BE USED FOR EXTERIOR LOCATIONS ABOVE GROUND AND INUNFINISHED INTERIOR LOCATIONS AND FOR UNDERGROUND RUNS. RIGID CONDUIT AND FITTINGS SHALL BESTEEL, COATED WITH ZINC EXTERIOR AND INTERIOR BY THE HOT DIP GALVANIZING PROCESS. CONDUIT SHALLBE PRODUCED TO ANSI SPECIFICATIONS C80.1, FEDERAL SPECIFICATION WW-C-581 AND SHALL BE LISTEDWITH THE UNDERWRITERS' LABORATORIES. FITTINGS SHALL BE THREADED - SET SCREW OR COMPRESSIONFITTINGS WILL NOT BE ACCEPTABLE. RGS CONDUITS SHALL BE MANUFACTURED BY ALLIED, REPUBLIC ORWHEATLAND.

B. UNDERGROUND CONDUIT IN CONCRETE SHALL BE POLYVINYLCHLORIDE (PVC) SUITABLE FOR DIRECT BURIALAS APPLICABLE. JOINTS SHALL BE BELLED, AND FLUSH SOLVENT WELDED IN ACCORDANCE WITHMANUFACTURER'S INSTRUCTIONS. CONDUIT SHALL BE CARLON ELECTRICAL PRODUCTS OR APPROVEDEQUAL.

C. TRANSITIONS BETWEEN PVC AND RIGID (RGS) SHALL BE MADE WITH PVC COATED METALLIC LONG SWEEPRADIUS ELBOWS.

D. EMT OR RIGID GALVANIZED STEEL CONDUIT MAY BE USED IN FINISHED SPACES CONCEALED IN WALLS ANDCEILINGS. EMT SHALL BE MILD STEEL, ELECTRICALLY WELDED, ELECTRO-GALVANIZED OR HOT-DIPPEDGALVANIZED AND PRODUCED TO ANSI SPECIFICATION C80.3, FEDERAL SPECIFICATION WW-C-563, ANDSHALL BE UL LISTED. EMT SHALL BE MANUFACTURED BY ALLIED, REPUBLIC OR WHEATLAND, OR APPROVEDEQUAL. FITTINGS SHALL BE METALLIC COMPRESSION. SET SCREW CONNECTIONS SHALL NOT BEACCEPTABLE.

E. LIQUID TIGHT FLEXIBLE METALLIC CONDUIT SHALL BE USED FOR FINAL CONNECTION TO EQUIPMENT. FITTINGSSHALL BE METALLIC GLAND TYPE COMPRESSION FITTINGS, MAINTAINING THE INTEGRITY OF CONDUIT SYSTEM.SET SCREW CONNECTIONS SHALL NOT BE ACCEPTABLE. MAXIMUM LENGTH OF FLEXIBLE CONDUIT SHALLNOT EXCEED 6-FEET. LFMC SHALL BE PROTECTED AND SUPPORTED AS REQUIRED BY NEC. MANUFACTURERSOF FLEXIBLE CONDUITS SHALL BE CAROL, ANACONDA METAL HOSE OR UNIVERSAL METAL HOSE, ORAPPROVED EQUAL.

F. MINIMUM SIZE CONDUIT SHALL BE 3/4 INCH (21MM).

SECTION 26 200 - ELECTRICAL MATERIALS AND EQUIPMENT

CONDUIT:

HUBS AND BOXES:

A. AT ENTRANCES TO CABINETS OR OTHER EQUIPMENT NOT HAVING INTEGRAL THREADED HUBS PROVIDEMETALLIC THREADED HUBS OF THE SIZE AND CONFIGURATION REQUIRED. HUB SHALL INCLUDE LOCKNUT ANDNEOPRENE O-RING SEAL. PROVIDE IMPACT RESISTANT 105 DEGREE C PLASTIC BUSHINGS TO PROTECTCABLE INSULATION.

B. CABLE TERMINATION FITTINGS FOR CONDUIT

1. CABLE TERMINATORS FOR RGS CONDUITS SHALL BE TYPE CRC BY O-Z/GEDNEY OR EQUAL BY ROXTEC.

2. CABLE TERMINATORS FOR LFMC SHALL BE ETCO - CL2075; OR MADE FOR THE PURPOSE PRODUCTS BYROXTEC.

C. EXTERIOR PULL BOXES AND PULL BOXES IN INTERIOR INDUSTRIAL AREAS SHALL BE PLATED CAST ALLOY,HEAVY DUTY, WEATHERPROOF, DUST PROOF, WITH GASKET, PLATED IRON ALLOY COVER AND STAINLESSSTEEL COVER SCREWS, CROUSE-HINDS WAB SERIES OR EQUAL.

D. CONDUIT OUTLET BODIES SHALL BE PLATED CAST ALLOY WITH SIMILAR GASKET COVERS. OUTLET BODIESSHALL BE OF THE CONFIGURATION AND SIZE SUITABLE FOR THE APPLICATION. PROVIDE CROUSE-HINDSFORM 8 OR EQUAL.

E. MANUFACTURER FOR BOXES AND COVERS SHALL BE HOFFMAN, SQUARE "D", CROUSE-HINDS, COOPER,ADALET, APPLETON, O-Z GEDNEY, RACO, OR APPROVED EQUAL.

SUPPLEMENTAL GROUNDING SYSTEM:

A. FURNISH AND INSTALL A SUPPLEMENTAL GROUNDING SYSTEM TO THE EXTENT INDICATED ON THE DRAWINGS.SUPPORT SYSTEM WITH NON-MAGNETIC STAINLESS STEEL CLIPS WITH RUBBER GROMMETS. GROUNDINGCONNECTORS SHALL BE TINNED COPPER WIRE, SIZES AS INDICATED ON THE DRAWINGS. PROVIDE STRANDEDOR SOLID BARE OR INSULATED CONDUCTORS EXCEPT AS OTHERWISE NOTED.

B. SUPPLEMENTAL GROUNDING SYSTEM: ALL CONNECTIONS TO BE MADE WITH CAD WELDS, EXCEPT ATEQUIPMENT USE LUGS OR OTHER AVAILABLE GROUNDING MEANS AS REQUIRED BY MANUFACTURER; ATGROUND BARS USE TWO HOLE SPADES WITH NO-OX.

C. STOLEN GROUND-BARS: IN THE EVENT OF STOLEN GROUND BARS, CONTACT SPRINT CM FOR REPLACEMENTINSTRUCTION USING THREADED ROD KITS.

EXISTING STRUCTURE:

A. EXISTING EXPOSED WIRING AND ALL EXPOSED OUTLETS, RECEPTACLES, SWITCHES, DEVICES, BOXES, ANDOTHER EQUIPMENT THAT ARE NOT TO BE UTILIZED IN THE COMPLETED PROJECT SHALL BE REMOVED ORDE-ENERGIZED AND CAPPED IN THE WALL, CEILING, OR FLOOR SO THAT THEY ARE CONCEALED AND SAFE.WALL, CEILING, OR FLOOR SHALL BE PATCHED TO MATCH THE ADJACENT CONSTRUCTION.

CONDUIT AND CONDUCTOR INSTALLATION:

A. CONDUITS SHALL BE FASTENED SECURELY IN PLACE WITH APPROVED NON-PERFORATED STRAPS ANDHANGERS. EXPLOSIVE DEVICES FOR ATTACHING HANGERS TO STRUCTURE WILL NOT BE PERMITTED. CLOSELYFOLLOW THE LINES OF THE STRUCTURE, MAINTAIN CLOSE PROXIMITY TO THE STRUCTURE AND KEEPCONDUITS IN TIGHT ENVELOPES. CHANGES IN DIRECTION TO ROUTE AROUND OBSTACLES SHALL BE MADEWITH CONDUIT OUTLET BODIES. CONDUIT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER,PARALLEL AND PERPENDICULAR TO STRUCTURE WALL AND CEILING LINES. ALL CONDUIT SHALL BE FISHED TOCLEAR OBSTRUCTIONS. ENDS OF CONDUITS SHALL BE TEMPORARILY CAPPED TO PREVENT CONCRETE,PLASTER OR DIRT FROM ENTERING. CONDUITS SHALL BE RIGIDLY CLAMPED TO BOXES BY GALVANIZEDMALLEABLE IRON BUSHING ON INSIDE AND GALVANIZED MALLEABLE IRON LOCKNUT ON OUTSIDE AND INSIDE.

B. CONDUCTORS SHALL BE PULLED IN ACCORDANCE WITH ACCEPTED GOOD PRACTICE.

1. ENSURE THAT THE LOAD APPLIED BY ANY FASTENER DOES NOT EXCEED 25 PERCENT OF THE PROOF TEST LOAD.

2. USE VIBRATION AND SHOCK-RESISTANT FASTENERS FOR ATTACHMENTS TO CONCRETE SLABS.

SUMMARY:

DC CIRCUIT BREAKER LABELING

SP-2


R = 2

00'

WAS

HIN

GTO

N S

TREE

T

CO

URT

STR

EET

HUDSO

N S

TREE

T

SEVENTH STREET

BLOCK 218LOT 1

PARENT PARCELTRACT - BLOCK 217LOT 10

BLOCK 218LOT 26

BLOCK 218LOT 25

BLOCK 218 LOT 24

BLOCK 218 LOT 23

BLOCK 218 LOT 22

BLOCK 217.1 LOT 12BLOCK 217.1LOT 13.01BLOCK 217.1LOT 14BLOCK 217.1 LOT 15

BLOCK 217.1LOT 16.01BLOCK 217.1 LOT 17BLOCK 217.1 LOT 18BLOCK 217.1 LOT 19BLOCK 217.1 LOT 20BLOCK 217.1 LOT 21

BLOCK 217.1 LOT 22

BLOCK 217LOT 11.01

BLOCK 217 LOT 9

BLOCK 217 LOT 8

BLOCK 217LOTS XX-XXBLOCK 217 LOT 6

BLOCK 217LOT 5

BLOCK 206LOT 43

BLOCK 205LOT 25.01BLOCK 205LOT 25.02BLOCK 205LOT 26

BLOCK 217LOT 4

BLOCK 217.1 LOT 23

PASSAIC AVENUE

BLOCK 217.1 LOT 24BLOCK 217.1 LOT 25BLOCK 217.1 LOT 26

BLOCK 205 LOT 27BLOCK 205 LOT 28BLOCK 205 LOT 29BLOCK 205 LOT 30

BLOCK 205 LOT 35

BLOCK 205 LOT 34

BLOCK 205 LOT 33

BLOCK 205 LOT 32

BLOCK 205 LOT 3X

BLOCK 205 LOT 3X

BLOCK 205 LOT 3X

BLOCK 205 LOT 36BLOCK 205 LOT 37

BLOCK 206LOT XX

BLOCK 206 LOT XX

BLOCK 206 LOT XX

BLOCK 218 LOT 21

BLOCK 218 LOT 20

LOTXX

LOTXX

R = 2

00'

COURT STREET SUB-DISTRICT ZONING BOUNDARY

CO

UR

T ST

REE

T SU

B-D

ISTR

ICT

ZON

ING

BO

UN

DA

RY

CO

UR

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T SU

B-D

ISTR

ICT

ZON

ING

BO

UN

DA

RY

R-1 (CS) - RESIDENTIAL(COURT STREET

OVERLAY/SUB-DISTRICT)

R-1

- R

ESID

ENTI

AL

R-1 - RESIDENTIAL

R-1 - RESIDENTIAL

PARENT PARCELTRACT

WAS

HIN

GTO

N S

TREE

T

HUDSO

N S

TREE

T

SEVENTH STREET

CO

URT

STR

EET

PASSAIC AVENUE

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0 160'80'40'

SHEET TITLE:

PROJECT TITLE:




27808



FINAL 02/06/2014



James R. Skowronski



#24GA28109400, EXP. 04/30/2016

7/20/2015 777777777777777777777777777777777777777777777777777777777777777777777////////////////////////////////////////////////////////2222222000/20



Z-1

KEY PARCEL & ZONING PLAN

SCALE: 1" = 80'PARCEL PLAN 1

NORTH

SCALE: 1" = 80'ZONING PLAN 2

NORTH

NOTE:

PARCEL & ZONING INFORMATION CONTAINEDWITHIN THESE PLANS WAS OBTAINED FROMTHE CITY OF HOBOKEN ZONING MAP AND THENJ DEP MAPPING WEBSITE.

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SHEET TITLE:

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27808



FINAL 02/06/2014



James R. Skowronski



#24GA28109400, EXP. 04/30/2016

7/20/2015 777777777777777777777777777777777777777777777777777777777777777777777////////////////////////////////////////////////////////2222222000/20



Z-2

200' PROPERTY OWNER'S LIST

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SHEET TITLE:

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27808



FINAL 02/06/2014



James R. Skowronski



#24GA28109400, EXP. 04/30/2016

7/20/2015 777777777777777777777777777777777777777777777777777777777777777777777////////////////////////////////////////////////////////2222222000/20



Z-3

BULK & WIRELESSREQUIREMENTS

BULK REQUIREMENTS TABLE, ZONE R-1 (CS-COURT STREET OVERLAY/SUB-DISTRICT)RESIDENTIAL

ITEM REQUIRED EXISTING PROPOSED

LOT AREA, MIN. 2,000 SQ. FEET EXISTING NO CHANGE

LOT WIDTH, MIN. 20 FEET EXISTING NO CHANGE

LOT DEPTH, MIN. 100 FEET EXISTING NO CHANGE

LOT COVERAGE, MAX. 60% EXISTING NO CHANGE

BUILDING HEIGHT, MAX.LESSER OF 3 STORIES

OR 40 FEET ABOVE BASEFLOOD ELEVATION

EXISTING NO CHANGE

YARD SETBACKS:

FRONT MIN: 5 FEET,MAX: 10 FEET EXISTING NO CHANGE

REAR LESSER OF 30 FEET OR30% LOT DEPTH EXISTING NO CHANGE

SIDE O OR 5 FEET EXISTING NO CHANGE

WIRELESS REQUIREMENTS TABLE

REGULATION DESCRIPTION DISTRICT REQUIREMENT PROPOSED VARIANCE

196-35 G(1) AREAS & SETBACKS EXISTING EXISTING NO

196-35 H(1)(c) ANTENNA HEIGHT 8' MAX. ABOVE ROOFTOP 7'-112" & 2'-51

2" NO

196-35 I(1)(c) ANTENNA SETBACK AS FAR AS POSSIBLE 6' & 6'-1" (SEE SHEET A-1) NO

196-35 I(1)(e)[1] ROOFTOP COVERAGE MAX 30%15.63% (SEE SHEET A-1 FOR

ROOF COVERAGE TABLE) NO

ADJACENT ROOF

ADJACENT ROOF

PENTHOUSEROOF

ROOFTOP

EXISTING PARAPET

EXISTING CABLETRAY ON ROOF

ROOFTOP

LINE OF WALL OF EQUIPMENTROOM IN BASEMENT

±11'-9"

±8'-0

"

EXISTING CABLEPORTS BELOW

±20'-1

1"

EXISTING SPRINT NETWORK VISION PANELANTENNA W/ (2) RRUs MOUNTED ONEXISTING ROOF MOUNTED PIPE MAST

EXISTING SPRINT NETWORK VISIONPANEL ANTENNA W/ (2) RRUs MOUNTEDON ROOF MOUNTED PIPE MAST

EXISTING SPRINT NETWORK VISION PANELANTENNA MOUNTED ON WALL

(2) EXISTING SPRINT RRUsMOUNTED ON WALL

±59'-6"

ALPHA SECTOR0° AZIMUTH

GAMMA SECTOR235° AZIMUTH

BETA SECTOR90° AZIMUTH

PROPOSED SPRINT 2.5 PANELANTENNA, FILTER & RRH MOUNTEDON PROPOSED 2 3/8" O.D. SCHED40 PIPE ATTACHED TO WALL -SEE 4/A-3

EXISTING GPS ANTENNA

PROPOSED 1 5/8" HYBRID CABLEFROM CABLE PORT UP WALL & OVERROOF TO PROPOSED BETA RRU

(1) PROPOSED 1 5/8" HYBRID JUMPERCABLE (DASHED) IN EXISTING CABLE TRAYFROM BETA SECTOR RRU TO PROPOSEDALPHA SECTOR RRU

(1) PROPOSED 1 5/8" HYBRID JUMPER CABLEIN EXISTING CABLE TRAY FROM PROPOSED ALPHASECTOR RRU TO PROPOSED GAMMA SECTOR RRU

(1) PROPOSED 1 5/8" HYBRIDJUMPER CABLE FROM BETA RRUOVER ROOF TO & DOWN WALL TOEXISTING CABLE TRAY

EXISTING CABLESHAFT FROMBASEMENT

PROPOSED VALMONT-SITE PRO 1 MODELTRPD-HD NON-PENETRATING TRIPODMOUNTS WITH 2-7/8" O.D. MAST PIPESWITH A MAXIMUM ANTENNA TIP HEIGHT OF11 FEET ABOVE ROOF SURFACE AND THEREQUIRED BALLAST WEIGHT PER MOUNT IS630 LBS EACH, TYP. EXISTING PIPE MOUNTS TO BE REMOVED

AND EXISTING ROOF REPAIRED.

REMOVE EXISTING CABLE TRAY AS NEEDEDFOR PLACEMENT OF PROPOSED TRIPODS.ASSEMBLE TRIPODS AROUND EXISTINGCOAX, TYP.

EXISTING PIPE MOUNTS TO BE REMOVEDAND EXISTING ROOF REPAIRED.

PROPOSED SPRINT 2.5 PANEL ANTENNA,FILTER & RRH MOUNTED ON NEW TRIPODBALLAST MOUNT. (TYPICAL OF ALPHA &GAMMA SECTORS)6

'-0"

6'-0

"

6'-1"

NORTH

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0 10'2.5' 5'

SHEET TITLE:

PROJECT TITLE:




27808



FINAL 02/06/2014



James R. Skowronski



#24GA28109400, EXP. 04/30/2016

7/20/2015 777777777777777777777777777777777777777777777777777777777777777777777////////////////////////////////////////////////////////2222222000/20



A-1

SITE PLAN

SCALE: 1" = 5'SITE PLAN 1

ROOF COVERAGE FOR SPRINT EQUIPMENT (SQUARE FOOTAGE)

ITEM EXISTING PROPOSED

CABLE TRAY 64.08 SQ. FT. 46.09 SQ. FT.

ALPHA SECTOR - ANTENNAS & RELATED EQUIPMENT 4.03 SQ. FT. 61.15 SQ. FT.

BETA SECTOR - ANTENNAS & RELATED EQUIPMENT 4.66 SQ. FT. 7.43 SQ. FT.

GAMMA SECTOR - ANTENNAS & RELATED EQUIPMENT 4.03 SQ. FT. 61.15 SQ. FT.

TOTAL 76.80 SQ. FT. 175.80 SQ. FT.

NOTES:

- ALL EQUIPMENT CABINETS ARE LOCATED WITHIN THEBASEMENT OF THE BUILDING AND HAVE NO IMPACTON ROOF COVERAGE.

- INFORMATION SHOWN ON THIS DRAWINGS IS BASEDON INFORMATION COLLECTED DURING A SITE VISITPERFORMED BY RAMAKER & ASSOCIATES AND RECORDDRAWINGS PROVIDED BY SPRINT, INCLUDINGPREVIOUS CONSTRUCTION DRAWINGS PREPARED BYINFINIGY ENGINEERING (DATED 09/08/2012) ANDAS-BUILT DRAWINGS PREPARED BY EI ASSOCIATES(DATED 08/14/1997).

**

* EXISTING AND PROPOSED BETA SECTOR ANTENNAS ARE MOUNTED ON PENTHOUSE EXTERIOR AND DO NOT ATTACH TO OR REST ON ROOF.

PROPOSED9929

MT BTSCABINET

EXISTINGBBU

CABINET

EXISTING TELCO BOARD

EXISTING GENERATOR PLUG

POWER TELCO

EXISTING SPRINT PPC CABINETSEXISTING FIBER/POWERDISTRIBUTION BOX

EQUIPMENT ROOMIN BASEMENT

2'-7"

3'-2

"2'-8

"

(1) PROPOSED 1 5/8" HYBRID CABLE TOROUTE FROM FIBER DISTRIBUTION BOXALONG EXISTING CABLE ROUTE (DASHEDWHERE ABOVE CEILING ) & UP DUMBWAITER SHAFT TO EXISTING CABLE PORTSIN PENTHOUSE WALL

EXISTING ABANDONEDDUMB WAITER SHAFTTO PENTHOUSE

EXISTING AND PROPOSED HYBRIDCABLES RISE TO PENTHOUSE INSHAFT

EXISTING AND PROPOSED HYBRIDCABLES RISE UP WALL TO OPENINGIN CEILING

EXISTING GROUND BAR

PROPOSED CONNECTION KITFROM PROPOSED 9929CABINET TO EXISTING9927 CABINET

EXISTING SPRINT METER& SHUT-OFF SWITCH

(3) EXISTING HYBRID CABLES

PROPOSED CONNECTION KITFROM PROPOSED 9929 CABINET TOFIBER DISTRIBUTION BOX

CEILING OPENING

CEILING OPENING

EXISTING9927

MM BTSCABINET

EXISTING COLUMN, TYP

EXISTINGGROUND BAR

6"

NORTH

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0 1.875' 7.5'3.75'

SHEET TITLE:

PROJECT TITLE:




27808



FINAL 02/06/2014



James R. Skowronski



#24GA28109400, EXP. 04/30/2016

7/20/2015 777777777777777777777777777777777777777777777777777777777777777777777////////////////////////////////////////////////////////2222222000/20



A-2

EQUIPMENT PLAN

SCALE: 1" = 3.75'EQUIPMENT PLAN 1

(2) PROPOSED SPRINT 2.5 ANTENNAS(2) EXISTING SPRINT NETWORK VISIONANTENNAS (ALPHA & GAMMA SECTORS)℄ ± 46'-0" AGL

(1) PROPOSED SPRINT 2.5 ANTENNA(1) EXISTING SPRINT NETWORK VISIONANTENNA (BETA SECTOR ONLY)℄ ± 50'-0" AGL

ROOF ELEVATION℄ ± 41'-2" AGL

TOP

OF

PARAPE

T @

± 4

2'-0

" AG

L

TOP

OF

PENTH

OUSE

@ ±

49'-1

0" A

GL

EXISTING ALPHA SECTORSPRINT NETWORK VISIONANTENNA W/ (2) RRUS

EXISTING BETA SECTOR SPRINT NETWORKVISION ANTENNA MOUNTED ON PIPE MOUNTATTACHED TO EAST WALL OF PENTHOUSE

EXISTING GAMMA SECTOR SPRINT NETWORKVISION ANTENNA MOUNTED EXISTING ON PIPEMOUNTPROPOSED BETA SECTOR SPRINT 2.5 ANTENNA,

FILTER & RRH MOUNTED ON PROPOSED PIPE MOUNTATTACHED TO NORTH PENTHOUSE WALL - SEE 3/A-5

EXISTING MASONRY CLAD 3 STORY BUILDING

GRADE

PROPOSED ALPHA AND GAMMASECTOR SPRINT 2.5 ANTENNAS,FILTERS & RRHs MOUNTED ONPROPOSED TRIPOD MOUNTS

7'-1

1 2"

2'-5

1 2"

PENTHOUSE WALL

9"

(4) 1/2" Ø ANCHORSW/ 6" MIN. EMBEDMENT

5"x5"x5/16"x6" H. STEEL ANGLE

(4) 1/2" Ø A325 BOLTS

5"x6"x5/16" x6" H. STEEL ANGLE

6"(2) 3/8"Ø U-BOLTS@ EACH BRACKET

214" 114"

3"

112"

112"

112"

6"

5x5 ANGLE BOLT PATTERN -BOTH FACES - 5x6 ANGLE SIM.

PROPOSED ANTENNAMOUNTING BRACKETS, (TYP.)

PROPOSED SPRINT2.5 ANTENNA

PROPOSED RET CABLE BETWEENRRH AND ANTENNA

PROPOSED 1/2" COAX JUMPERFROM RRH

SECURE BREAKOUT ENCLOSURE TO PIPEMOUNT PER MANUFACTURERREQUIREMENTS WITH STANDARD SSHANGERS

PROPOSED RRH MOUNTED TOPROPOSED PIPE MOUNT WITH RRHMOUNTING KIT, TYP.

PROPOSED FIBER AND POWERCABLES FROM BREAKOUT CYLINDERTO RRHS

COIL EXCESS FIBER CABLES ANDSECURE AT SIDE OF PIPE - DO NOTEXCEED FIBER BEND RADIUS CUTPOWER CABLES TO LENGTH ANDTERMINATE AT RRH

PROPOSED 1 5/8" HYBRID JUMPERCABLE FROM PROPOSED BETASECTOR RRH

EXISTING BUILDINGROOF TOP

PROPOSED 2 78" Ø X 96"STEEL PIPE, CUT TO FIT

PROPOSED BREAK-OUT CYLINDER


PROPOSED 1 5/8" HYBRID JUMPERCABLE FROM ALPHA SECTOR RRUTO GAMMA SECTOR

PROPOSED VALMONT-SITE PRO 1 MODELTRPD-HD NON-PENETRATING TRIPODMOUNTS WITH 2-7/8" O.D. MAST PIPESWITH A MAXIMUM ANTENNA TIP HEIGHT OF11 FEET ABOVE ROOF SURFACE AND THEREQUIRED BALLAST WEIGHT PER MOUNT IS630 LBS EACH.

INSTALL PROPOSEDFMM1963-1C FILTER

PROPOSED RRH MOUNTED TOPROPOSED PIPE MOUNT WITHRRU MOUNTING KIT, TYP.

PROPOSED FIBER AND POWERCABLES FROM BREAKOUTCYLINDER TO RRHS

COIL EXCESS FIBER CABLES ANDSECURE AT SIDE OF RRH DONOT EXCEED FIBER BEND RADIUSCUT POWER CABLES TO LENGTHAND TERMINATE AT RRU

PROPOSED 1 5/8" HYBRID CABLEFROM FIBER DISTRIBUTION BOX INBASEMENT TO BETA SECTORBREAKOUT CYLINDER

PROPOSED 1 5/8" HYBRIDJUMPER CABLE ACROSS ROOF,DOWN WALL & THROUGH EXISTINGCABLE TRAY TO ALPHA SECTOR

PROPOSED ANTENNAMOUNTING BRACKETS, (TYP.)

PROPOSED SPRINT 2.5ANTENNA @ 90° AZIMUTH

PROPOSED RET CABLE BETWEENRRU AND ANTENNA

PROPOSED 1/2" COAX JUMPERFROM RRH

BREAKOUT CYLINDER - SECURE TO PIPEMOUNT PER MANUFACTURER REQ'S WITHSTANDARD SS HANGERS

EXISTING BUILDING ROOF TOP

NORTH WALL OFPENTHOUSE

PROPOSED 2-7/8" O.D. SCHED 40STEEL PIPE MOUNT ATTACHED TO(2) STEEL BRACKETS ON WALL -SEE 2/A-3

INSTALL PROPOSEDFMM1963-1C FILTER

ROOFTOP

4'-0

"2'-6

"

6"

PROPOSED 8' L.PIPE MAST

PROPOSEDANTENNA

BETA SECTOR RAD CENTER@ ±50'-0" AGL

PIPE MOUNTSTEEL BRACKETS

PENTHOUSE

PIPE MOUNT BRACKET LOCATIONS

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SHEET TITLE:

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27808



FINAL 02/06/2014



James R. Skowronski



#24GA28109400, EXP. 04/30/2016

7/20/2015 777777777777777777777777777777777777777777777777777777777777777777777////////////////////////////////////////////////////////2222222000/20



A-3

BUILDING ELEVATION & ANTENNADETAILS

SCALE: 1" = 12.5'BUILDING ELEVATION 1

0 25'6.25' 12.5'

SCALE: NTSBETA SECTOR PIPE MOUNT BRACKET DETAILS 4

SCALE: NTS

2.5 ANTENNA & RRU MOUNTING DETAILS@ ALPHA & GAMMA SECTORS

3

SCALE: NTS

2.5 ANTENNA & RRU MOUNTINGDETAILS @ BETA SECTOR

5

SCALE: NTS

ANTENNA & FILTERCONFIGURATION 2

PROPOSED SPRINT 2.5PANEL ANTENNA, FILTER & RRUMOUNTED ON PROPOSEDTRIPOD MOUNTED PIPE MAST

EXISTING SPRINT NETWORK VISION PANELANTENNA W/ (2) RRUs MOUNTED ONROOF MOUNTED PIPE MAST



EXISTING WALLMOUNTED RRUS

EXISTING SPRINT NETWORKVISION PANEL ANTENNAMOUNTED ON WALL

EXISTING PENTHOUSE ROOF

ALPHA SECTORO° AZIMUTH



PROPOSED SPRINT 2.5PANEL ANTENNA, FILTER & RRUMOUNTED ON PROPOSEDTRIPOD MOUNTED PIPE MAST

PROPOSED VALMONT-SITE PRO 1 MODELTRPD-HD NON-PENETRATING TRIPODMOUNTS WITH 2-7/8" O.D. MAST PIPESWITH A MAXIMUM ANTENNA TIP HEIGHT OF11 FEET ABOVE ROOF SURFACE AND THEREQUIRED BALLAST WEIGHT PER MOUNT IS630 LBS EACH, TYP.

PROPOSED EXISTING PIPE MOUNTS REMOVEDAND EXISTING ROOF REPAIRED, TYP.

PROPOSED REMOVE EXISTING CABLE TRAYAS NEEDED FOR PLACEMENT OF PROPOSEDTRIPODS. ASSEMBLE TRIPODS AROUNDEXISTING COAX, TYP.

PROPOSED SPRINT 2.5PANEL ANTENNA, FILTER & RRUMOUNTED ON PROPOSEDPIPE MAST ATTACHED TOWALL - SEE 2/A-3

EXISTING SPRINT NETWORK VISIONPANEL ANTENNA W/ (2) RRUs MOUNTEDON ROOF MOUNTED PIPE MAST

EXISTING VACANT ROOFMOUNTED PIPE MAST TOBE REMOVED FOR PROPOSEDANTENNA ARRAY ANDEXISTING ROOF TO BEREPAIRED


EXISTING CABLETRAY ON ROOF TO BEREMOVED AS NEEDEDFOR PROPOSED ANTENNAARRAY AND EXISTING COAXTO REMAIN

EXISTING WALLMOUNTED RRUS

EXISTING SPRINT NETWORKVISION PANEL ANTENNAMOUNTED ON WALL

EXISTING PENTHOUSE ROOF

ALPHA SECTORO° AZIMUTH



EXISTING VACANT ROOFMOUNTED PIPE MAST TOBE REMOVED FOR PROPOSEDANTENNA ARRAY ANDEXISTING ROOF TO BEREPAIRED

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SHEET TITLE:

PROJECT TITLE:




27808



FINAL 02/06/2014



James R. Skowronski



#24GA28109400, EXP. 04/30/2016

7/20/2015 777777777777777777777777777777777777777777777777777777777777777777777////////////////////////////////////////////////////////2222222000/20



A-4

ANTENNA LAYOUTS

SCALE: NTSEXISTING ANTENNA ARRAY 1

SCALE: NTSPROPOSED ANTENNA ARRAY 2

NORTH

NORTH

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SHEET TITLE:

PROJECT TITLE:




27808



FINAL 02/06/2014



James R. Skowronski



#24GA28109400, EXP. 04/30/2016

7/20/2015 777777777777777777777777777777777777777777777777777777777777777777777////////////////////////////////////////////////////////2222222000/20



A-5

RF DATA SHEET

PENDING

RFDS

1. GENERAL CONTRACTOR TO FIELD VERIFY AZIMUTH ANDC/L HEIGHT AND MECHANICAL DOWNTILT. IF DIFFERENTTHAN CALLED OUT BELOW, HALT ANTENNA WORK FORONE HOUR, CALL SPRINT RF ENGINEER (OR MANAGERIF RF ENGINEER DOES NOT ANSWER, BUT STILL LEAVEA MESSAGE TO RF ENGINEER) USING CONTACTINFORMATION ABOVE FOR FURTHER INSTRUCTIONS. IFSPRINT DOES NOT RESPOND WITHIN ONE HOUR,PLACE 2.5GHZ ANTENNA AT SAME C/L HEIGHT AS1.9GHZ ANTENNA AND EMAIL CORRECT C/L HEIGHTAND AZIMUTH TO SPRINT RF ENGINEER. UPDATEAS-BUILD DRAWING WITH CORRECT C/L HEIGHT. ALSOEMAIL CORRECT 1.9GHZ AND 800MHZ ANTENNA C/LHEIGHT, AZIMUTH AND MECHANICAL DOWNTILT TO RFENGINEER.

2. AISG TESTS TO VERIFY OPERATION IS TO BEPERFORMED AFTER FINAL INSTALLATION OF ANTENNASAND AISG CABLES HAVE BEEN CONNECTED. VERIFYOPERATION OF ALL EXISTING SPRINT AISG EQUIPMENTINCLUDING 800MHZ, 1.9GHZ AND 2.5GHZ. TEST TOINCLUDE COMPLETE DOWNTILT, AZIMUTH (IFAPPLICABLE) AND BEAMWIDTH SWINGS (IFAPPLICABLE). DOCUMENT AISG TEST RESULTS IN COAXSWEEP TEST SPREADSHEET.

3. GENERAL CONTRACTOR MUST ENSURE THAT NOOBJECT IS LOCATED WITHIN 45 DEGREES OF LEFT ANDRIGHT OF FRONT OF ANTENNA OR 7 DEGREES UP ANDDOWN FROM CENTER OF ANTENNA. IF THIS IS NOTPOSSIBLE, CONTACT RF ENGINEER FOR FURTHERINSTRUCTION. IN ADDITION, 2.5GHZ ANTENNA IS NOTTO BE PLACED IN FRONT OF ANY OTHER ANTENNAUSING THE SAME 45 DEGREE RULE. THIS INCLUDESSPRINT AND NON-SPRINT ANTENNAS.

4. 2.5GHZ ANTENNA MUST BE AT LEAST 6" FROM 1.9GHZANTENNA, 30" FROM 800MHZ ANTENNA AND 30”FROM DUAL BAND 1.9GHZ AND 800MHZ ANTENNA.

5. GENERAL CONTRACT IS REQUIRED TO USE A DIGITALALIGNMENT TOOL TO SET AZIMUTH, ROLL ANDDOWNTILT. AZIMUTH ACCURACY IS TO BE WITHIN 1DEGREE. DOWNTILT AND ROLL (LEFT TO RIGHT TILT) ISTO BE WITHIN 0.1 DEGREES. IF FOR SOME REASONTHIS ACCURACY CANNOT BE ACHIEVED, UPDATEAS-BUILT DRAWINGS AND EMAIL SPRINT RF ENGINEERWITH AS-BUILT SETTINGS. USE 3Z RF ALIGNMENTTOOL OR EQUIVALENT TOOL.

NOTES:

NOTE: CONTRACTOR SHALL NOT PROCEEDWITH CONSTRUCTION UNTIL FINAL RFDSAND PLUMBING DIAGRAM ARE ISSUED BYSPRINT RF ENGINEERING AND PROVIDED TOCONTRACTOR BY SPRINT CONSTRUCTIONMANAGER.

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SHEET TITLE:

PROJECT TITLE:




27808



FINAL 02/06/2014



James R. Skowronski



#24GA28109400, EXP. 04/30/2016

7/20/2015 777777777777777777777777777777777777777777777777777777777777777777777////////////////////////////////////////////////////////2222222000/20



A-6

FIBER PLUMBING DIAGRAM

SCALE: NTSTYPICAL FIBER DISTRIBUTION BOX DETAIL 1

EXISTING H-FRAME WITH FIBERDISTRIBUTION BOX

TOANTENNAS

PROPOSED 1-5/8" HYBRID CABLE FROM FIBERDISTRIBUTION BOX TO NEW 2.5 ANTENNAS

PROPOSED CONDUIT WITH DC POWER AND FIBERCABLES FROM NEW MT-BTS CABINET

EXISTING CONDUIT WITH DCPOWER AND FIBER CABLES FROMMM-BTS CABINET

112" O.D. HOLES X 2 FOR

LIQUID TIGHT CONDUITTO BTS

4"

114" O.D. HOLES X 3 FOR

HYBRIFLEX CABLES

BOTTOM VIEW - FIBER DISTRIBUTION BOX

SCALE: NTSRRH TO DISTRIBUTION BOX POWER CONNECTIVITY DETAIL 2

SCALE: NTSBTS TO DISTRIBUTION BOX FIBER CONNECTIVITY DETAIL 3 SCALE: NTS

RRH TO DISTRIBUTION BOX FIBER CONNECTIVITY DETAIL 4

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SHEET TITLE:

PROJECT TITLE:




27808



FINAL 02/06/2014



James R. Skowronski



#24GA28109400, EXP. 04/30/2016

7/20/2015 777777777777777777777777777777777777777777777777777777777777777777777////////////////////////////////////////////////////////2222222000/20



A-7

CABLE COLOR CODING

1. ALL CABLES SHALL BE MARKED WITH 2" WIDE, UVSTABILIZED, UL APPROVED TAPE.

2. THE FIRST RING SHALL BE CLOSEST TO THE END OFTHE CABLE AND SPACED APPROXIMATELY 2" FROMTHE END CONNECTOR, WEATHERPROOFING, ORBREAKOUT UNIT. THERE SHALL BE 1" SPACEBETWEEN EACH RING.

3. A 2" GAP SHALL SEPARATE THE CABLE COLOR CODEFROM THE FREQUENCY COLOR CODE. THE 2"COLOR RINGS FOR THE FREQUENCY CODE SHALL BEPLACED NEXT TO EACH OTHER WITH NO SPACES.

4. THE 2" COLORED TAPE(S) SHALL BE WRAPPED AMINIMUM OF 3 TIMES AROUND THE INDIVIDUALCABLES, AND THE TAPE SHALL BE KEPT IN THESAME LOCATION AS MUCH AS POSSIBLE.

5. SITES WITH MORE THAN FOUR (4) SECTORS WILLREQUIRE ADDITIONAL RINGS FOR EACH SECTOR,FOLLOWING THE PATTERN. HIGH CAPACITY SITESWILL USE THE SECOND CABLE IDENTIFIED BY BLUEBANDS OF TAPE

6. HYBRID FIBER CABLE SHALL BE SECTOR IDENTIFIEDINSIDE THE CABINET ON FREQUENCY BUNDLES, ONTHE SEALTITE, ON THE MAIN LINE UPON EXIT OFSEALTITE, AND BEFORE AND AFTER THE BREAKOUTUNIT (MEDUSA), AS WELL AS BEFORE AND AFTERANY ENTRANCE OR EXIT.

7. HFC "MAIN TRUNK" WILL NOT BE MARKED WITH THEFREQUENCY CODES, AS IT CONTAINS ALLFREQUENCIES.

8. INDIVIDUAL POWER PAIRS AND FIBER BUNDLESSHALL BE LABELED WITH BOTH THE CABLE ANDFREQUENCY.

SCALE: NTS8T8R DETAIL 1

SCALE: NTSSECTOR COLOR CODING AND BANDING 2 SCALE: NTS

2.5 COAXIAL CABLE COLOR CODE 3

Number, size (awg) 6/C #6 + 2/C #18

Voltage 600

Outer Jacket PVC

Shielding Corrugated Copper

Max shield resistance (ohm/ft @ 20 c) 0.0035

Drain n/a

Ripchord Kevlar

Dc conductor material Copper

Dc conductor size (awg) 6

Max Dc resistance (ohm/1000ft) 0.411 @ 20 deg C

Color Code Black/Red

Alarm Conductor Material Copper

Alarm conductor size (awg) 18

Max Dc resistance (ohm/1000ft) 6.7

Color Code TBD

Fiber Cables SM

Outer Diameter (in) - Nominal 1.24

Weight (lb/ft) 1.05

Minimum Bend Radius (in) 15

Bend Moment (lb/ft) TBD

Tensil Strength (lb) 325

Crush Resistance, FOTP-41 (N/mm) 22

Strength Member No

Operating Temperature Range (low) -40 deg C

Operating Temperature Range (high) +80 deg C

Low Water Peak Single ModeLoose Tube

ITU-T Rec. G.652.D, G657.A2

IEC 60793-2-50 Type B.1.3 &Type B.6 A&B

.242 +/- 0.007mm 0.9 +/- 0.005mm

24

1

24

FR Jacket

Less than equal 0.5

Less than equal 0.5

CABLE TYPE

Fiber Type

Fiber Standard Compliance

Fiber Coating Diameter (um)

Fiber Count

Number of fiber subunits

Fiber count each units

Fiber count jackets

Max attenuation, 1310 nm (db/km)

Max attenuation, 1550 nm (db/km)

NOTE: CABLE CROSS-SECTIONNOT DRAWN TO SCALE

SINGLE MODEFIBER (x24)

6 AWG COPPERCONDUCTOR (x6)

PVC OUTERJACKET

RIPCORD

18 AWG COPPERCONDUCTOR (x2)

SIDE VIEW

ALCATEL-LUCENT: TD-RRH8x20

HxWxD = (25.3" x 17.5" x 5.7")

WEIGHT = 66.13 lbs.

25.3

9"

5.7

0"

17.5"

FRONT VIEW

BOTTOM VIEW

5.9"

55.1

"

11.8"

RFS: APXVTM14-C-120

DIMENSIONS, HxWxD:

WEIGHT, WITHOUT PRE-MOUNTED BRACKETS:

CONNECTOR:

55.1" x 11.8" x 5.9"

52.9 lbs.

(9) XX" MINI-DIN FEMALE/BOTTOM

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SHEET TITLE:

PROJECT TITLE:




27808



FINAL 02/06/2014



James R. Skowronski



#24GA28109400, EXP. 04/30/2016

7/20/2015 777777777777777777777777777777777777777777777777777777777777777777777////////////////////////////////////////////////////////2222222000/20



A-8

ANTENNA & HYBRID CABLEDETAILS

SCALE: NTS2.5 ANTENNA DETAIL 2

SCALE: NTS2.5 RRH DETAIL 4

SCALE: NTSHYBRID CABLE CROSS SECTION & DATA 1

SCALE: NTSFILTER SPECIFICATIONS 3

RFS: FIMM1963-1C:HxWxD = (12.75" x 16" x 2.7")WEIGHT = 21 LBS

12.7

5"

16"

2.5

"

NOTES:

1. LINE UP WHITE MARKINGS ON JUMPER AND RISERIP-MPO CONNECTORS AND SLIDE THE RISERCONNECTOR TO THE JUMPER CONNECTOR. PUSH THEWHITE MARK ON THE JUMPER CONNECTOR FLUSHAGAIN THE RED SEAL ON THE RISER CONNECTOR.

2. ROTATE THE BAYONET HOUSING CLOCKWISE UNTILYOU HEAR A CLICK SOUND.

BREAKOUTCYLINDERBREAKOUT CYLINDER

(SUPPLIED WITHHYBRID CABLE) TO BESUPPORTED PERMANUFACTURERSPECIFICATIONS

INSTALL 158" HYBRID

CABLE

BREAKOUTS TO RRU

DC POWER BREAKOUT

FIBER BREAKOUT

TRUNK-LINE TO JUMPER CONNECTION(MPO) TO BE INSTALLED PERMANUFACTURER SPECIFICATION

ALU BATTERY CABINET

MIN. CABINET CLEARANCE

BATTERY CABINET -- HEIGHT-60" -- WIDTH-31" -- DEPTH-30"BATTERY CABINET &4STRINGSMAXIMUM 2500 LBS.

FRONT ELEVATION

BOTTOM VIEW

5'-0

"

30"

31"

FRONT ELEVATION

75.8

"

37.8"

35.4

"

BOTTOM VIEW

ALU MMBS CABINET

MIN. CABINET CLEARANCE

RF CABINET -- HEIGHT-75.8" -- WIDTH-35.4" -- DEPTH 37.8"WEIGHT: 1074 LBS.

DS3 SURGE PROTECTOR

POWER INJECTOR 5-8POWER INJECTOR 1-47210 SAS-M 27210 SAS-M 17210 SAR-8

LTE-BBU 2.5GHzLTE-BBU FDDCDMA MT-BBU GROWTHCDMA MT-BBU PRIMARYPDP1PDP215MHz SPLITTERETHERNET HUB SEC-BPRIMARY PROTECTION T1SEC-B #1, #1 &#3RECTIFIER SHELF PRIMARYRECTIFIER SHELF 2.5 GHz

INSTALL NEW 1-5/8" HYBRIDCABLE FROM FIBERDISTRIBUTION BOX TO NEW2.5 ANTENNA. ROUTEALONG EXISTING

EXISTING FIBER DISTRIBUTIONBOX MOUNTED ON WALL

INSTALL CONNECTION KITFROM NEW 9929 MT-BTSTO EXISTING FIBERDISTRIBUTION BOX

PROPOSED 2.5 EQUIPMENTAND RECTIFIER UNIT TO BEINSTALLED IN NEW 2.59929 MT-BTS

INSTALL CONNECTION KITFROM NEW 9929 MT-BTSTO EXISTING MM-BTS

PROVIDE 2" METALLIC HUB AND RIGIDCONDUIT CONNECTOR AND INSTALLCONNECTION KIT FROM NEW 9929MT-BTS TO EXISTING FIBERDISTRIBUTION BOX WITH DC POWER &FIBER CABLES

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SHEET TITLE:

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27808



FINAL 02/06/2014



James R. Skowronski



#24GA28109400, EXP. 04/30/2016

7/20/2015 777777777777777777777777777777777777777777777777777777777777777777777////////////////////////////////////////////////////////2222222000/20



A-9

EQUIPMENT DETAILS

SCALE: NTSHYBRID BREAKOUT DETAIL 1

SCALE: NTSEXISTING BBU CABINET 3 SCALE: NTS

EXISTING MMBS CABINET 4

SCALE: NTSCABLE ROUTE FROM CABINET 2

EXISTING MMBS CABINET

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SHEET TITLE:

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27808



FINAL 02/06/2014



James R. Skowronski



#24GA28109400, EXP. 04/30/2016

7/20/2015 777777777777777777777777777777777777777777777777777777777777777777777////////////////////////////////////////////////////////2222222000/20



A-10

CABINET DETAILS

SCALE: NTSPROPOSED 9929 MT-BTS OUTDOOR CABINET 1

ANTENNA PIPE MOUNT GROUNDED TOPROPOSED GROUND BAR, TYP.(#2 AWG SOLID TINNED COPPER)

NEW HYBRID CABLE/JUMPERGROUNDED TO PROPOSED GROUNDBAR, TYP. (#2 GROUND KIT)

PROPOSEDSPRINT 2.5ANTENNA

PROPOSED GROUND BAR

FILTER GROUND TO PROPOSEDGROUND BAR, TYP. ( THHN #2AWG GREEN STRANDED COPPER)

HYBRID BREAKOUT GROUND TO PROPOSEDGROUND BAR, TYP. ( THHN #2 AWG GREENSTRANDED COPPER)

PROPOSED GROUND LEAD TOEXISTING SECTOR GROUNDBAR, TYP. ( THHN #2 AWG GREENSTRANDED COPPER)

RRH GROUND TO PROPOSEDGROUND BAR, TYP.( THHN #2 AWG GREENSTRANDED COPPER)

NOTE: ALPHA AND GAMMA SECTORSHOWN, BETA SECTOR SIMILAR.

PROPOSED9929

MT BTSCABINET

EXISTINGBBU

CABINET

EXISTINGBBU

CABINET

EXISTING9917

MM-BTSCABINET

PROPOSED9929

CABINET

EXISTING POWER/FIBERDISTRIBUTION BOX

POWER TELCO

EXISTING SPRINTPPC CABINETS

E E E E E

EXISTING WALL MOUNTEDGROUND BAR

GROUND PROPOSED 1 5/8"HYBRID CABLE TO EXISTINGGROUND BAR

(2) #2 AWG GROUNDLEADS FROM NEW9929 MT-BTS TOEQUIPMENT GROUNDBAR

PROPOSED AND EXISTINGHYBRID CABLES OVERHEAD

GROUND PROPOSED 1 5/8"HYBRID CABLE TO EXISTINGGROUND BAR

EXISTING SPRINT PPC POWERENCLOSURE, INSTALL NEW 100 AMPBREAKER FOR NEW 9929 MT-BTS

PROPOSED NEW AC POWER FROM 100ABREAKER FOR PROPOSED 9929 CABINET 2"FLEXIBLE METALLIC LIQUIDTIGHT CONDUITS

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SHEET TITLE:

PROJECT TITLE:




27808



FINAL 02/06/2014



James R. Skowronski



#24GA28109400, EXP. 04/30/2016

7/20/2015 777777777777777777777777777777777777777777777777777777777777777777777////////////////////////////////////////////////////////2222222000/20



E-1

EQUIPMENT UTILITY &GROUNDING PLAN

SCALE: NTSEQUIPMENT UTILITY & GROUNDING PLAN 1

SCALE: NTSANTENNA GROUNDING DETAIL 2

LEGEND:EXISTING GROUND CABLE

PROPOSED GROUND CABLE

MECHANICAL CONNECTION

EXOTHERMIC CONNECTION

PROPOSED ELECTRICE E

GROUNDING NOTES:

1. CONTRACTOR TO ENSURE PROPER SEQUENCING OF GROUNDING AND UNDERGROUNDCONDUIT INSTALLATION TO PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDINGSYSTEM AND/OR DAMAGE TO THE CONDUIT.2. ALL EXTERIOR GROUND CONDUCTORS SHALL BE #2 AWG SOLID TINNED COPPERUNLESS NOTED OTHERWISE.3. ALL GROUND CONNECTIONS BELOW GRADE SHALL BE EXOTHERMIC (CADWELD).4. ALL GROUND CONNECTIONS ABOVE GRADE AND/OR INTERIOR SHALL BE COMPRESSIONTYPE, TWO-HOLE LUGS OR DOUBLE-CRIMP “C” TAPS.5. CONTACT AREAS WHERE CONNECTIONS ARE MADE SHALL BE PREPARED TO A BAREBRIGHT FINISH AND COATED WITH AN ANTI-OXIDATION MATERIAL BEFORE CONNECTIONSARE MADE.6. MAXIMUM RESISTANCE OF THE COMPLETED GROUND SYSTEM SHALL NOT EXCEED 5OHMS.7. WHERE GROUNDING CONNECTIONS ARE MADE TO PAINTED METAL SURFACES, PAINTSHALL BE REMOVED TO BEAR METAL TO ENSURE PROPER CONTACT ANDRESTORED/PAINTED TO ORIGINAL FINISH.8. GROUND DEPTH SHALL BE 30" MINIMUM BELOW FINISHED GRADE, OR 6" BELOWFROST LINE, WHICHEVER IS GREATER.

SEC

TOR-1

SEC

TOR-2

SEC

TOR-3

MECHANICAL CONNECTION

EXOTHERMIC CONNECTION

SYMBOL LEGEND

RRH

RRH

RRH

INSTALL MOUNTING PIPE, TYP.

INSTALL ANTENNAS, TYP.

INSTALL RRH, TYP.

JUMPER CABLES, TYP.

FIBER & DC CABLES, TYP.

EXISTINGPOWERCABINET

EXISTINGNV

MMBSRACK

BBU 2.5GHz

BREAKOUT CYLINDERS, TYP.

PROPOSED HYBRIDCABLE, TYP.

EQUIPMENT GROUNDSHELTER GROUND BARAT COAX PORT

SECTORGROUNDBARS,TYP.

UPPERGROUNDBAR

NEW2.5

CABINET

RECTIFIER

PROPOSED SPR13MW0320A1CONNECTION KIT

EXISTING FIBERDISTRIBUTION BOX

#4 OR #6 AWG SOLID CUCONDUCTOR WITH GREEN,600V THWN-2 INSULATION

EXISTING GROUNDBAR

KOPR SHIELD

EXISTING CADWELD

TO EXISTING GROUNDSOURCE

TWO HOLE SPADE TO BE USEDTO CONNECT TO GROUND BAR

FLAT WASHERS ON BOTH SIDESOF BUSS BAR

NOTES:1. APPLY NO-OX TO LUG AND GROUND BAR CONTACTSURFACE. DO NOT COAT INLINE LUG.

2. IF STOLEN GROUND BARS ARE ENCOUNTERED,CONTACT SPRINT CM FOR REPLACEMENT THREADEDROD KIT.

COLD SHRINKOR APPROVEDEQUAL

LABEL

1" MIN.

1/ 4" MIN.

BUTT CONDUCTOR INSULATIONUP AGAINST THE CONDUCTORBARREL

INSPECTION WINDOW REQUIREDFOR ALL INTERIOR TWO-HOLECONNECTORS

EXTERNAL TOOTHED

3/8" Ø x 1-1/2"

S/S NUT

S/S LOCK WASHER

S/S FLAT WASHER

APPLY NO-OX

S/S FLAT WASHER

S/S BOLT (1 OF 2)

TINNED COPPERGROUNDING BAR

GROUND BAR

COLD SHRINKOR APPROVEDEQUAL

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SHEET TITLE:

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27808



FINAL 02/06/2014



James R. Skowronski



#24GA28109400, EXP. 04/30/2016

7/20/2015 777777777777777777777777777777777777777777777777777777777777777777777////////////////////////////////////////////////////////2222222000/20



E-2

GROUNDING DETAILS

SCALE: NTSGROUNDING RISER DIAGRAM 1

SCALE: NTS

GROUNDING CONDUCTORINSTALLATION 2

SCALE: NTSTWO-HOLE LUG 3

EXISTINGRRU

EXISTINGRRU

EXISTINGRRU

SURGEARRESTOR

SURGEARRESTOR

SURGEARRESTOR

SURGEARRESTOR

SURGEARRESTOR

SURGEARRESTOR

SURGEARRESTORSLOCATED INSIDEFIBERDISTRIBUTIONBOX

DC CABLINGWITHIN PRE-MANUFACTUREDHYBRIDCABLES

25A CIRCUITBREAKER

NEW2.5 RRH

DC CABLINGWITHIN PRE-MANUFACTUREDHYBRID CABLES

EXISTINGRRU

EXISTINGRRU

SURGEARRESTOR

SURGEARRESTOR

EXISTINGRRU

SURGEARRESTOR

(6) EXISTING RRUs INSTALL (3) NEW RRHs

NEW2.5 RRH

NEW2.5 RRH

1

1

2

3

4

5

6

EXISTING SERVICEGROUND

EXISTING 200A SPRINTPPC WITH EXISTING100A CIRCUIT TOCABINET

TO EX.UTILITYPOWERSOURCE

M

NG

200A 2

EXISTING 200AMETER/DISCONNECTSWITCH

3

EXISTING 200AGENERATORRECEPTACLE

200A 200A

TO EXISTINGLOADS

(REFER TOPANEL

SCHEDULE)

EXISTINGMMBS

CABINET

EXISTINGBBU

CABINET

NEW 2.5MT-BTSCABINET

INSTALL NEW 2.5EQUIPMENT ANDRECTIFIER UNIT INNEW 2.5 MT-BTSCABINET

4100A

15A

100A5

6

TO EXISTINGLOADS TOPANELSCHEDULE

CIRCUIT SCHEDULENO. FROM TO CONFIGURATION

EXISTING

EXISTING

EXISTING

(3) #2 AWG, (1) #8GND IN 11

2" CONDUIT(2) #12 AWG, (1) #12GND IN 34" CONDUIT

(3) #2 AWG, (1) #8 GNDIN 11

2" CONDUIT

METER/DISCONNECTTRANSFER &

LOAD CENTERGENERATORRECEPTACLEEX. MMBSCABINETEX. BBUCABINET

NEW 2.5 MMBSCABINET

UTILITYSOURCEMETER/

DISCONNECTTRANSFER &

LOAD CENTERTRANSFER &



LOAD CENTER

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SHEET TITLE:

PROJECT TITLE:




27808



FINAL 02/06/2014



James R. Skowronski



#24GA28109400, EXP. 04/30/2016

7/20/2015 777777777777777777777777777777777777777777777777777777777777777777777////////////////////////////////////////////////////////2222222000/20



E-3

DC POWER DETAILS& PANEL SCHEDULES

SCALE: NTSDC ONE-LINE DIAGRAM 1

SCALE: NTSELECTRICAL ONE-LINE DIAGRAM 4

FREQ BAND (1900,800) + RADIO NUMBER

HYBRID SHEATH COLOR CODE

RFS (OEM)COLOR CODE

HF11-FIBER PAIR 1-(F1)HF11-FIBER PAIR 2-(F2)HF11-FIBER PAIR 3-(F3)HF11-FIBER PAIR 4-(F4)HF11-FIBER PAIR 5-(F5)HF12-FIBER PAIR 1-(F1) 2.5 ALPHA 1HF21-FIBER PAIR 1-(F1)HF21-FIBER PAIR 2-(F2)HF21-FIBER PAIR 3-(F3)HF21-FIBER PAIR 4-(F4)HF21-FIBER PAIR 5-(F5)HF12-FIBER PAIR 2-(F2) 2.5 BETA 1

HF31-FIBER PAIR 1-(F1)HF31-FIBER PAIR 2-(F2)HF31-FIBER PAIR 3-(F3)HF31-FIBER PAIR 4-(F4)HF31-FIBER PAIR 5-(F5)HF12-FIBER PAIR 3-(F3) 2.5 GAMMA 1HF12-FIBER PAIR 4-(F4) 2.5 ALPHA 2HF12-FIBER PAIR 5-(F5) 2.5 BETA 2HF12-FIBER PAIR 6-(F6) 2.5 GAMMA 2HF12-FIBER PAIR 7-(F7) 2.5 ALPHA 3HF12-FIBER PAIR 8-(F8) 2.5 BETA 3HF12-FIBER PAIR 9-(F9) 2.5 GAMMA 3

SCALE: NTSTYPICAL FIBER DISTRIBUTION 3

NOTES:

1). CIRCUIT BREAKER NUMBERS 4, 8,AND 12 ARE TO BE USED UNLESS THIRDDC RAIL IS REQUIRED FOR MICROWAVE.2). USE DC POWER LOOP.3). ALL UNUSED DC FEEDERS TO BETERMINATED WITH WIRE NUTS ANDTAPED.4). REMOVE ALL DEBRIS FROMINTERIOR OF FIBER DISTRIBUTION BOXWHEN COMPLETE.

SCALE: NTSAC PANEL SCHEDULE 2

AC PANEL SCHEDULEVOLTAGE: 240V/120 PANEL STATUS: EXISTING N TO GROUND BOND: YES

MAIN BREAKER: 100 AMP MODEL NUMBER: TBD INTERNAL TVSS: YES

MOUNT: EQUIPMENTROOM PHASE: 1 WIRE: 3

ENCLOSURE TYPE: NEMA 3R BUSS RATING: 100 AMPS GROUND BAR: YES

NEUTRAL BAR: YES

CKT DESCRIPTIONBREAKER

AMPSBREAKERPOLES

BREAKERSTATUS

PHASEA VA

PHASEB VA

BREAKERSTATUS

BREAKERAMPS DESCRIPTION CKT

BREAKERPOLES

1

2

3

4

5

6

7

8

9

10

11

12

ON

ON

ON

ON

OFF/ON

OFF/ON

2

1

1

100

20

10

2

1

1

80

20

20

MMBTS

LIGHTS/TELCO RECEP.

TELCO FAN

SURGE PROTECTOR

BLANK

BLANK

TELCO GFI

EXHAUST FAN

--

--

--

--

--

--

ON2

100

ON

ON

ON

Photographic Simulations

Proposed Sprint PCS Antenna Modification

Site ID # NY03XC189

631 Washington Street

Hoboken, NJ

Date: February 8, 2015

Prepared by:

David Karlebach, PP, PC

38 E. Ridgewood Avenue, #396

Ridgewood, NJ 07450

Existing Conditions

View from 7th Street, approximately 160 feet northwest of site.

Proposed Development

View from 7th Street, approximately 160 feet northwest of site.

View from the vicinity of #626 Washington Street, approximately 120 feet southwest of site.

Proposed Dev"'8Pment

View from the vicinity of #626 Washington Street, approximately 120 feet southwest of site.

Existing Conditions 3 1

1

View from 7th Street, approximately 130 feet northeast of site.

- - ,, ,, _

Proposed Development

View from 7th Street, approximately 130 feet northeast of site.

... _,. ,

Systems

Sprint· TM

C Squared Systems, LLC 65 Dartmouth Drive Auburn, NH 03032

(603) 644-2800 [email protected]

RADIO FREQUENCY EXPOSURE REPORT

NY03XC189 - 631 WASHINGTON ST

631 WASHINGTON STREET

HOBOKEN, NJ 07030

July 14, 2015

Table of Contents

1. Introduction ............................................................................................................................................................ 1

2. FCC Guidelines for Evaluating RF Radiation Exposure Limits ............................................................................ 2

3. Survey Methodology .............................................................................................................................................. 2

4. Roof Access & Signage .......................................................................................................................................... 3

5. Directional Photos .................................................................................................................................................. 4

6. Antenna Inventory, Locations, & Photos ............................................................................................................... 5

7. Nearby RF Sources ................................................................................................................................................. 7

8. Measured Values .................................................................................................................................................... 8

8.1. Survey Equipment and Procedures ............................................................................................................... 8

8.2. Survey Locations & Results ......................................................................................................................... 9

9. Calculated Values - Rooftop RF Exposure .......................................................................................................... 10

9.1. Modeling Procedure for Rooftop Calculations ........................................................................................... 10

9 .2. Calculated Results for Rooftop RF Exposure ............................................................................................. 12

10. Calculated Values - Ground Level RF Exposure ................................................................................................ 14

10.1. Modeling Procedure for Ground Level Calculations .............................................................................. 14

10.2. Calculated Results for Ground Level RF Exposure ................................................................................ 15

11. Recommendations ................................................................................................................................................ 17

12. Summary ofFindings ........................................................................................................................................... 19

13. Statement of Certification .................................................................................................................................... 19

Attachment A: References .......................................................................................................................................... 20

Attachment B: FCC Limits for Maximum Permissible Exposure (MPE) .................................................................. 21

List of Tables

Table 1: Site Specific Data ........................................................................................................................................... 1

Table 2: Antenna Inventory .......................................................................................................................................... 5

Table 3: Instrumentation Information ........................................................................................................................... 8

Table 4: Rooftop Measurement Values ........................................................................................................................ 9

Table 5: Maximum Percent of Exposure Values (General Population limit) at Ground Level ................................. 16

Table 6: FCC Limits for Maximum Permissible ExposurePlane-wave Equivalent Power Density ........................... 21

List of Figures

Figure 1: Street Level View of NY03XC 189 ............................................................................................................... 1

Figure 2: Main Roof Access Door & Posted Signage .................................................................................................. 3

Figure 3: Directional Photos - North, South, East, West ............................................................................................ .4

Figure 4: Sprint Alpha Sector, Barrier & Posted Signage ............................................................................................ 6

Figure 5: Sprint Beta Sector .......................................................................................................................................... 6

Figure 6: Sprint Gamma Sector, Barrier & Posted Signage ......................................................................................... 7

Figure 7: Nearby RF Source ......................................................................................................................................... 7

Figure 8: Rooftop Measurement Locations .................................................................................................................. 9

Figure 9: Predicted Power Density Levels on Rooftop -All Carriers ........................................................................ 12

Figure I 0: Predicted 1 % Levels on Rooftop - Sprint Antennas Only ........................................................................ 13

Figure 11: Graph of Percent of MPE vs. Distance ...................................................................................................... 15

Figure 12: Diagram of Recommended Signage .......................................................................................................... 18

Figure 13: Graph of FCC Limits for Maximum Permissible Exposure (MPE) .......................................................... 22

..

1. Introduction The purpose of this report is to investigate compliance with applicable FCC regulations for the proposed modifications to the

existing Sprint antenna arrays, located on the rooftop of the 3-story building at 631 Washington Street in Hoboken, NJ. Sprint

is the only operator with antennas on the rooftop. Figure 1 below is a view of the building.

Sprint is proposing the following modifications:

1) Install three 2500 MHz LTE antennas (one per sector);

2) Install three 2500 MHz remote radio units (RRU) (one per sector).

Figure 1: Street Level View of NY03XC189

Site Address 631 Washington St, Hoboken, NT Latitude 40° 44' 40.18" N Longitude 74° 01' 42.69" w Site Elevation AMSL 24' Main Roof Height AGL 41.2' 865MHz License Information Multiple 1900MHz License Information KNLF204/WQKS984 2500MHz License Information B321 Name of Individual Conducting Survey Chun Kok Date and Time of Survey 7 / 10/2015; 11:00AM - 12:00PM

Table 1: Site Specific Data

C Squared Systems, LLC July 15, 2015

2. FCC Guidelines for Evaluating RF Radiation Exposure Limits

In 1985, the FCC established rules to regulate radio frequency (RF) exposure from FCC licensed antenna facilities. In 1996,

the FCC updated these rules, which were further amended in August 1997 by OET Bulletin 65 Edition 97-01. These new rules

include Maximum Permissible Exposure (MPE) limits for transmitters operating between 300 kHz and I 00 GHz. The FCC

MPE limits are based upon those recommended by the National Council on Radiation Protection and Measurements (NCRP),

developed by the Institute of Electrical and Electronics Engineers, Inc., (IEEE) and adopted by the American National

Standards Institute (ANSI).

The FCC general population/uncontrolled limits set the maximum exposure to which most people may be subjected. General

population/uncontrolled exposures apply in situations in which the general public may be exposed, or in which persons that are exposed as a consequence of their employment may not be fully aware of the potential for exposure or cannot exercise control over their exposure.

Public exposure to radio frequencies is regulated and enforced in units of milliwatts per square centimeter (mW/cm2). The

general population exposure limits for the various frequency ranges are defined in the attached "FCC Limits for Maximum

Permissible Exposure (MPE)" in Attachment B of this report.

Higher exposure limits are permitted under the occupational/controlled exposure category, but only for persons who are exposed as a consequence of their employment provided they are fully aware of the potential for exposure, and are able to

exercise control over their exposure. General population/uncontrolled limits are five times more stringent than the levels

considered acceptable for occupational, or radio frequency trained individuals. Attachment B contains excerpts from OET

Bulletin 65 and defines the Maximum Exposure Limit.

Finally, it should be noted that the MPE limits adopted by the FCC for both general population I uncontrolled exposure and for occupational I controlled exposure incorporate a substantial margin of safety and have been established to be well below levels

generally accepted as having the potential to cause adverse health effects.

3. Survey Methodology

Prior to measuring exposure levels the following items are photo documented:

Roof access points

EME signage (Present and/or missing)

Directional views

All antennas on the rooftop

Neighboring facilities identified to have RF sources (if applicable)

All antennas on the rooftop are documented and the following information is provided (where available 1 ):

Manufacturer

Model number

Height relative to main roof

Orientation

Location on rooftop

Physical characteristics including length and type.

Measurement points are established in a grid pattern over the entire area being surveyed. Additional measurement points are

selected at potential "Hot Spots" (in close proximity to antennas).

1 Where antenna model information is unattainable due to inaccessibility or illegibility of the antenna label, model assumptions are made based on the carrier's licensed frequency band and the physical dimensions and characteristics of the antenna.

C Squared Systems, LLC 2 July 15, 2015

> .

4. Roof Access & Signage

There is one access door to the main roof, which is located at the top of the 3rd floor stairwell. This door was unlocked and not alarmed at the time of the survey. Sprint has a blue NOTICE sign posted at this location. The access door and the posted signage are shown below.

Figure 2: Maio Roof Access Door & Posted Sigoage


>.

5. Directional Photos

The photos below document the view from each end of the building to show all neighboring structures, foliage, and possible

RF sources.

South

Figure 3: Directional Photos - North, South, East, West


6. Antenna Inventory, Locations, & Photos

The table below details all of the antennas installed on the roof of 631 Washington Street at the time of the site survey

performed on July I 0, 2015. The Sprint antennas listed below include both the existing antennas mounted on the rooftop, as

well as the three proposed 2500 MHz antennas. The antennas listed below were utilized to perform the theoretical calculations

as described in the Modeling Procedure section of this report.

There is a nearby rooftop which hosts antennas for another wireless carrier. This rooftop is approximately 15 ' higher than the

subject rooftop. There is no access from the subject rooftop to this nearby rooftop and the collocated wireless carrier could not

be identified; therefore, these antennas have not been included as part of this analysis.

The height of the main roof is 41.2' AGL, as referenced to the Ramaker & Associates, Jnc., Construction Drawings dated

5/28/2014.

TX Power

Operator Sector Freq. at

(MHz) Antenna (Watts)

865 56 Alpha 1900 160

2500 80 865 56

Sprint Beta 1900 160 2500 80 865 56

Gamma 1900 160 2500 80

2 Transmit power assumes 0 dB of cable loss.

C Squared Systems, LLC

Ant Power Gain EIRP Antenna Model (dBi) (Watts)

15.5 1987 APXVSPP18-C

18.0 10095 18.0 5048 APXVTM14-C 15.5 1987

APXVSPP18-C 18.0 10095 18.0 5048 APXVTM14-C 15.5 1987

APXVSPP1 8-C 18.0 10095 18.0 5048 APXVTM14-C

Table 2: Antenna lnventory2

5

Antenna Beam Mech. Length

Centerline Width Downtilt (ft)

Height (ft)

65 0 6 46.0

65 65 0 4.7 46.0 65

0 6 50.0 65 65 0 4.7 50.0 65 65

0 6 46.0

65 0 4.7 46.0

July 15, 2015

Figures 4 through 6 show all of the transmitting antennas currently mounted on the roof of the 631 Washington Street.

Figure 4: Sprint Alpha Sector, Barrier & Posted Signage

Figure 5: Sprint Beta Sector


Figure 6: Sprint Gamma Sector, Barrier & Posted Signage

7. Nearby RF Sources

While only the rooftop of 631 Washington Street (the location of Sprint's antennas) was surveyed, the measured results from

the surveyed roof may be affected by other nearby RF sources and therefore, higher readings on the rooftop cannot be

pinpointed to one particular RF source. In this instance, there was one nearby building with a wireless operator' s equipment

identified in close proximity to the subject rooftop.

Figure 7: Nearby RF Source


8. Measured Values

8.1. Survey Equipment and Procedures

Frequencies from 300 KHz to 50 GHz were measured using the Narda Probe EA 5091, E-Field, shaped, FCC probe in

conjunction with the NBM550 survey meter. The EA 5091 probe is "shaped" such that in a mixed signal environment

(i.e.: more than one frequency band is used in a particular location), it accurately measures the percent ofMPE.

From FCC OET Bulletin No. 65 - Edition 97-01 - "A useful characteristic of broadband probes used in multiple-frequency

RF environments is a frequency-dependent response that corresponds to the variation in MPE limits with frequency .

Broadband probes having such a "shaped" response permit direct assessment of compliance at sites where RF fields result from antennas transmitting over a wide range of frequencies . Such probes can express the composite RF field as a

percentage of the applicable MPEs".

Probe Description - As suggested in FCC OET Bulletin No. 65 - Edition 97-0 I , the response of the measurement instrument should be essentially isotropic, (i .e., independent of orientation or rotation angle of the probe). For this reason ,

the Narda EA 5091 probe was used for these measurements.

Sampling Description - At each measurement location, a spatially averaged measurement is collected over the height of an average human body. The NBM550 survey meter performs a time average measurement while the user slowly moves

the probe over a distance range of20 cm to 200 cm (about 6 feet) above ground level. The results recorded at each

measurement location include average values over the spatial distance.

Instrumentation Information - A summary of specifications for the equipment used is provided in the table below.

Manufacturer Narda Microwave

Probe EA 5091, Serial# 01116

Calibration Date September 2014

Calibration Interval 24 Months

Meter NBM550, Serial# E-1069

Calibration Date January 2014

Calibration Interval 24 Months

Frequency Range Field Measured Standard Measurement

Rarn?e Probe Specifications U.S. FCC 1997 0.2-600 % of

300 KHz-50 GJ-Jz Electric Field Occupational/Controlled Standard

Table 3: Instrumentation Information

Instrument Measurement Uncertainty - The total measurement uncertainty of the NARDA measurement probe and

meter is no greater than ±3 dB (0.5% to 6%), ± 1 dB (6% to 100%), ±2 dB (100% to 600%). The factors which contribute

to this include the probe's frequency response deviation, calibration uncertainty, ellipse ratio, and isotropic response3.

Every effort is taken to reduce the overall uncertainty during measurement collection including pointing the probe directly at the likely highest source of emissions.

3 For further details, please refer to Narda Safety Test Solutions NBM550 Probe Specifications, pg. 64 http://www.narda-sts.us/pdf files/DataSheets/NBM-Probes DataSheet.pdf C Squared Systems, LLC 8 July 15, 2015

8.2. Survey Locations & Results

Figure 8 below shows the locations of the measurements recorded on July 10, 2015.

Figure 8: Rooftop Measurement Locations

Table 4 lists 8 measurements recorded on the rooftop of 631 Washington Street. The highest measurement (Location 6)

was recorded at 2.97% of the FCC Controlled/Occupational limit (14.87% of the FCC Uncontrolled/General Population

limit) and was recorded near the eastern end of the rooftop, in front of the Sprint beta sector antenna.

Measurement Ave %MPE Ave %MPE

Location (Controlled / (Uncontrolled/ Occupational) General)

1 1.15 5.75

2 1.06 5.30

3 1.28 6.42

4 1.50 7.49

5 2.74 13.69

6 2.97 14.87

7 2.20 10.98

8 1.35 6.76

Table 4: Rooftop Measurement Values


9. Calculated Values - Rooftop RF Exposure

9.1. Modeling Procedure for Rooftop Calculations

The emission field calculation results displayed in the following figures were generated using proprietary computer

software modeling prediction tool, PDCalc, as developed and provided by C Squared Systems, LLC. PDCalc uses the

following power density calculation formulas:

Dish Antennas: Near Field:

End ofNear Field= ____![____ (4x 2)

. 16xAxP Power Density Near= PON=---

Jr X D2

TVhere:

D =Antenna Diameter

A= Wavelength

A =Aperture Efficiency

P =Power Input to the Antenna

>- 20 dB of attenuation is added for any points greater than one antenna diameter from the main beam.

Transition Region:

End of Transition Region= D2

xFarFieldFactor 2

. . . P DN x Near Region Power Density Trans1t10n = ______ __;::__ R

Where:

D =Antenna Diameter

F arFieldF actor =multiplier which expands or contracts transition region to determine start of Far Field

A= Wavelength

PDN =Power Density Near

R = Radial Distance

D2 Near Region = ( )

4xA,

>- 20 dB of attenuation is added for any points greater than one antenna diameter from the main beam.

Far Field:

Power Density= ( EIRP ) x Off Beam Loss Jr x R2

Where:

Off Beam Loss is determined by the selected antenna patterns

R = Radial Distance

Directional and Omni Antennas:

Near Field:

~ xK(H0 ,LJ s = ------------,-20 X Jr XL xR

1 x(BW)

a 1 360


Where:

S =Power Density in mw/cm2

P, =Actual (or worst case assumed) power delivered to the antenna (watts)

K(Ha, La)= Correction factor for antenna mounting height

Ha= Antenna mounting height in feet

La =Antenna length in meters

R1i =the horizontal distance along roof from antenna to point of interest

BW =Antenna beamwidth

K(Ha,La) = 0.99013-0.14656xHa forO::;: Ha::;: 6

=I/Ha for Ha> 6

'Jr If the horizontal distance from the bottom of the antenna is< I foot, then I foot is used for the distance.

In order to deal with directional antennas, a modified cylindrical model is used. This is done by approximating the

horizontal pattern with a model that is conservative, and applying the results to the cylindrical model above. The equation

to be used is:

Where:

A =Attenuation

¢ =Angle between antenna azimuth and point in question

n = Factor to shape the fimction for a particular beannvidth

BW =Antenna beannvidth

By setting the attenuation equal to 0.5 at the half power point (¢ = BW / 2), n can be solved. However, in order to

ensure that the attenuation model is conservative, n is solved when ¢ = (BW / 2) x (4/ 3). This essentially assumes a

larger beamwidth for margin. Therefore, solving for n, we have

ln(0.5) n=-------

ln(cos(BW /3))

As a result, antennas with a beamwidth wider than 270° will be treated as an omni-directional antenna. Finally, the

maximum attenuation is capped at 15 dB to assure a conservative result in the rear of the antenna.

Far Field:

Where:


Power Density= ( Elm: ) x Off Beam Loss 7rXR

E!RP = Effective Isotropic Radiated Power Watts

R =Radial Distance= ~(H 2 + V2) meters

H =Horizontal Distance from antenna in meters

V = Vertical Distance from radiation center of antenna in meters


11 July 15, 2015

9.2. Calculated Results for Rooftop RF Exposure

Figure 9 shows the predicted RF environment on the rooftop of the 631 Washington Street, after the proposed Sprint

modifications are complete. These calculations assume that all active antennas are operating at I 00 percent capacity, all

antenna channels are transmitting simultaneously, the radio transmitters are operating at full power, and that there is 0 dB

cable loss.


• 0% to 20% Occupational MPE

• 20% to I 00% Occupational MPE

100% to l ,000% Occupational MPE

• > 1,000% Occupational MPE

Figure 9: Predicted Power Density Levels on Rooftop - All Carriers

12 July 15, 2015

The rules adopted by the FCC specify that, in general, at multiple transmitter sites, actions necessary to bring the area into

compliance with applicable guidelines are the shared responsibility of all licensees whose transmitters produce field

strengths or power density levels at the area in question in excess of 5% of the General Population MPE limit (1 % of the Occupational MPE limit). Figure I 0 below shows the I% Occupational boundary from the Sprint antennas, based upon

their proposed site configuration.

Legend

• s I% Occupational MPE

• > 1% Occupational MPE

Figure 10: Predicted 1% Levels on Rooftop - Sprint Antennas Only

C Squared Systems, llC 13 July 15, 2015

10. Calculated Values - Ground Level RF Exposure

10.1. Modeling Procedure for Ground Level Calculations

The calculated power density and percent ofMPE results displayed in the following figures were generated using the

following formula as outlined in FCC bulletin OET 65:

. ( EIRP) Power Density = 2

x Off Beam Loss trxR

Where:

EIRP = Effective Isotropic Radiated Power

R =Radial Distance= ~(H 2 + V

2

)

H = Horizontal Distance from antenna in meters

V = Vertical Distance from radiation center of antenna in meters


Ground reflection factor of2.0

These calculations assume that the antennas are operating at 100 percent capacity, that all antenna channels are

transmitting simultaneously, and that the radio transmitters are operating at full power. Obstructions (trees, buildings, etc.)

that would normally attenuate the signal are not taken into account. The calculations assume even terrain in the area of

study and do not take into account actual terrain elevations which could attenuate the signal. As a result, the predicted signal levels reported are much higher than the actual signal levels will be from the final site configuration.

The percent ofMPE values presented in this report reflect levels that one may encounter from one sector ofa carrier's

antennas. Most carriers use 3 sectors per site with azimuths approximately 120 degrees apart, therefore one could not be

standing in the main beam of all 3 sectors at the same time. In cases where antenna models are not uniform across all 3

sectors, the antenna model with the highest gain was used for the calculations. This results in a conservative or "worst case" assumption for percent of MPE calculations.


10.2. Calculated Results for Ground Level RF Exposure

The calculated ground level percent ofMPE results for the proposed antenna configuration are shown in Figure I I below.

Each frequency band and technology is calculated as well as the resulting cumulative percent of MPE. For completeness,

the calculations for this analysis range from 0 feet horizontal distance (directly below the antennas) to a value of2,000 feet

horizontal distance from the antennas. Jn addition to the other worst case scenario considerations that were previously mentioned, the power density calculations to each horizontal distance point away from the antennas were completed using

a local maximum off beam antenna gain (within ± 5 degrees of the true mathematical angle) to incorporate a realistic worst

case scenario.

Calculated 0/oMPE vs. Horizontal Distance from Source 4.50%

4.00% ~ ~ 3.50% ~ c: 0 3.00% ... ..... C'Cl

:; 2.50% ~ 0 ~ 2.00% ~ i...

1.50% <lJ c: <lJ ~ 1.00% '::§?. 0

0.50%

0.00%

" I ~ l

\ \ \

~ ', I al ~ ' ~Yi ' ' ' "'-....... ........._

t,~-""-~ =------..........____

~ -0 200 400 600 800 1000 1200 1400 1600 1800 2000

Horizontal Distance (feet)

- Sprint CDMA/EVDO 865MHz - Sprint LTE 865MHz

- Sprint CDMA/EVDO 1900MHz Sprint LTE 1900MHz

- Sprint LTE 2500MHz - Max MPE Combined

Figure 11: Graph of Percent of MPE vs . Distance

The highest composite percent ofMPE (4.24% of the General Population limit) is calculated to occur at a horizontal

distance of 326 feet from the antennas. Please note that the percent of MPE calculations close to the site take into account off beam loss, which is determined from the vertical pattern of the antennas used. Therefore, RF power density levels may increase as the distance from the site increases. At distances of approximately 500 feet and beyond, one would now be in

the main beam of most antenna patterns on site and off beam loss is no longer considered. Beyond this point, RF levels

become calculated solely on distance from the site, and the percent ofMPE decreases significantly as distance from the site increases.


' ,

'

Table 5 below lists the maximum calculated percent ofMPE at ground level for the proposed antenna configuration, as

well as the associated parameters that were included in the calculations.

'·'''i'' ''f' I rl'r'[I '"' .Power out of Distance 1111111!tH'\lrl .,,·]1 11

11r~1111~t':ilJ11111 1lrli 'I 11 ,.· ,,

.11l1ill:ii1,ll!,ijfi.l!i,i,11!::!11"11 ,:d1.1jl ''J'i1l:11jjl:11'·[;l'l1 Number Base Station Antenna to the Power i(ll I . :LI:: 1o11:i' ,·., Limit

11111111 Carnet ,,,, h1· " ' ii, of Per Height Base of Density (~~/cm2)

%MPE 11 1 1 1d; ,,

111: I I Ji Trans. ';I'ransmitter (Feet) Antennas (mW/cm,2) '• 1.1:1· ..

(Watts) (Feet)

Sprint CDMA/EVDO 1900MHz 5 16.0 46.0 326 0.010201 1.000 1.02%

Sprint CDMA/ EVDO 865MHz 1 16.0 46.0 326 0.001675 0.577 0.29%

Sprint LTE 1900MHz 2 40.0 46.0 326 0.010201 1.000 1.02%

Sprint L TE 2500MHz 4 20.0 46.0 326 0.011791 1.000 1.18%

Sprint LTE 865MHz 2 20.0 46.0 326 0.004189 0.577 0.73%

Total 4.24%

Table 5: Maximum Percent of Exposure Values (General Population limit) at Ground Level4 5

As stated in Section I 0.1 , all calculations assume that the antennas are operating at I 00 percent capacity, that all antenna channels are transmitting simultaneously, and that the radio transmitters are operating at full power. Obstructions (trees,

buildings etc.) that would normally attenuate the signal are not taken into account. In addition, 6 feet was subtracted from

the height of the antennas for this analysis to account for average human height. As a result, the predicted signal levels are

significantly higher than the actual signal levels will be from the final site configuration.

4 Frequencies listed in Table 5 are representative of the operating band of the particular carrier and are not the carriers' specific operating frequency.

5 The total %MPE listed is a summation of each unrounded contribution. Therefore, summing each rounded value may not reflect the total value listed in the table.


11. Recommendations

The following signage is recommended as part of an RF Safety Plan for compliance. Please refer to Figure 12 for a diagram showing the placement of the recommended signage.

Recommended Signage:

Main Roof Access Door6:

• (!)GUIDELINES sign

• (!) blue NOTICE sign

Sprint Alpha/Gamma Sectors: • (!)barrier, to prevent access to the areas around the alpha/gamma sectors that are calculated to exceed the MPE

limits

o The existing barriers should be relocated to match the positioning shown in Figure 12.

• (4) yellow CA UTJON signs, posted on southern and eastern faces of the required barrier, as well as the northern and southern ends of the barrier, so that they are visible to personnel on the adjacent rooftops

Sprint Beta Sector: • (!)barrier, to prevent access to the areas around the beta sector that are calculated to exceed the MPE limits

o The required barrier should extend 6' east from the penthouse wall, then turn south, ending at the edge of the main rooftop.

• (4) blue NOTICE signs, posted on the northern, eastern and western faces of the required barrier and on the northern side of the 2500MHz antenna mount o Due to the location of the main roof access door, installing a barricade around the entire beta sector would not

be practical as it would limit access to the entire rooftop.

It is further recommended that Sprint coordinate with the Building Manager(s) of the three (3) adjacent rooftops shown in

Figure 9 to ensure appropriate signage, barriers, or other means of control are implemented to ensure personnel accessing these

rooftops are made fully aware of the potential risk that exposure levels on these rooftops may exceed the FCC's MPE limits.

6 Recommended signage should include appropriate emergency contact information for the operator. If not, a separate Network Operations Center (NOC) sign should also be posted on the access door.


Signage/Barrier Diagram:

Figure 12: Diagram of Recommended Signage

Additional Recommendations:

• The roof access door was unlocked at the time of the survey. All roof access points should remain locked whenever possible and access should be restricted to authorized personnel only.

• Recommended signage should include emergency contact information for transmitter operator.

The following guidelines should be followed by all persons accessing the rooftop of 631 Washington Street:

• All personnel accessing the rooftop must be authorized and have the necessary intellectual and physical tools to allow them to control or mitigate their exposure.

• Obey all posted signs.

• Assume all antennas are active.

• Do not stop in front of antennas (where possible).


12. Summary of Findings

The above analysis verifies that RF exposure at ground level from the proposed antenna configuration will be well below the

maximum levels as outlined by the FCC in the OET Bulletin 65 Ed. 97-01.

Using the conservative calculation methods described above, the maximum composite percent ofMPE for the General Population at ground level is 4.24% of the FCC limit. This maximum percent ofMPE value is calculated to occur 326 feet away from the site.

The predictive analysis of the rooftop finds that there are large areas of the main and adjacent rooftops that are calculated to

exceed the Uncontrolled/General Population and/or Controlled/Occupational MPE limits, as defined by the FCC and shown in Figure 9.

The recommendations found in Section 11 of this report provide a means for RF safety compliance 7 and mitigation of exposure

to any personnel accessing the rooftop, with respect to the proposed Sprint modifications.

13. Statement of Certification

I certify to the best of my knowledge that the statements in this report are true and accurate. The calculations follow guidelines

set forth in ANSI/IEEE Std. C95.3, ANSI/IEEE Std. C95. l and FCC OET Bulletin 65 Edition 97-01.

Report Prepared By: Evan Thibodeau RF Engineer C Squared Systems, LLC

Reviewed/Approved By: Keith Vellante RF Manager C Squared Systems, LLC

July 15, 2015 Date

July 15, 2015 Date

7 Sprint may have its own internal RF exposure compliance and mitigation policy, which may differ from the recommendations in this report. The recommendations proposed here should not be interpreted as absolute requirements.


..

Attadunent A; References

OET Bulletin 65 - Edition 97-01-August1997 Federal Communications Commission Office of Engineering & Technology

ANSI C95 .1-1982, American National Standard Safety Levels With Respect to Human Exposure to Radio Frequency Electromagnetic Fields, 300 kHz to 100 GHz. IEEE-SA Standards Board

IEEE Std C95 .3-1991 (Reaff 1997), IEEE Recommended Practice for the Measurement of Potentially Hazardous Electromagnetic Fields - RF and Microwave. IEEE-SA Standards Board

IEEE Std C95.7-2005, IEEE Recommended Practice for Radio Frequency Safety Programs, 3 kHz to 300 GHz. IEEE-SA Standards Board


..

Attachment B: FCC Limits for Maximum Permissible Exposure (MPE)

(A) Limits for Occupational/ Controlled Exposure8

Frequency Range (MHz) 0.3-3.0 3.0-30 30-300

300-1500 1500-100,000

Electric Field Strength (E)

(V/m) 614

1842/f 61.4

Magnetic Field Strength (E)

(A/m) 1.63

4.89/f 0.163

Power Density (S) (mW/cm2)

(100)* (900/f)*

1.0 f/300

5

(B) Limits for General Population/Uncontrolled Exposure9

Frequency Range (MHz)

0.3-1.34 1.34-30 30-300

300-1500 1500-100,000

Electric Field Strength (E)

(V/m) 614

824/f 27.5

Magnetic Field Strength (E)

(A/m) 1.63

2.19/f 0.073

Power Density (S) (mW/cm2)

(100)* (180/f)*

0.2 f/1500

1.0

f = frequency in 1\fHz * Plane-wave equivalent power density

Table 6: FCC Limits for Maximum Permissible Exposure

,-\ veraging Time IE 12, I H 12 or S

(minutes) 6 6 6

6

6

Averaging Time IE I 2, IHI 2 or S

(minutes) 30 30 30 30 30

8 Occupational/controlled limits apply in situations in which persons are exposed as a consequence of their employment provided those persons are fully aware of the potential for exposure and can exercise control over their exposure. Limits for occupational/controlled exposure also apply in situations when an individual is transient through a location where occupational/controlled limits apply provided he or she is made aware of the potential for exposure.

9 General population/uncontrolled exposures apply in situations in which the general public may be exposed, or in which persons that are exposed as a consequence of their employment may not be fully aware of the potential for exposure or cannot exercise control over their exposure.


..

Plane-wave Equivalent Power Density 1,000--------------------------------------------------------------_,.--.....

100

10

5

1

0.2

\ \

\ \

\ \

\ \

- Occupational/Controlled Exposure

\

- - - - General Population/Uncontrolled Exposure

\ \

\ , _____ , "' /

/ /

,,,- - - - - - - - - -

Q1,__ ______ _,_ ____ __,, __ 1...-______ _,_ ________ '--____ _,__,_ ________ '--__ _,_ __ _.

0.03 0.3 1 3 30 300

1.34 Frequency (MHz)

13,000

1,500

30,000 t 300,000

100,000

Figure 13: Graph of FCC Limits for Maximum Permissible Exposure (MPE)


RAMAKER Mayl4,2014

& ASSOCIATES, INC.

Mike Kithcart Transcend Wireless 48 Spruce Street, Oakland, NJ 07 436

SUBJECT: STRUCTURAL ASSESSMENT

SITE: 631 WASHINGTON STREET (NY03XC189-E) 631 WASHINGTON STREET HOBOKEN, HUDSON COUNTY, NEW JERSEY 07030 RAMAKER & ASSOCIATES PROJECT NUMBER: 27808

Dear Mr. Kithkart:

This structural assessment is a review of the loading condition changes at the above referenced site. Ramaker & Associates (RAMAKER) was specifically tasked to investigate loading changes associated with the Transcend Wireless (TRANSCEND) project associated with the construction/installation of new Sprint (SPRINT) equipment. Assuming the conditions outlined below, it is the finding of RAMAKER that no further assessment is required and that the structure(s) will adequately support the proposed SPRINT modifications.

In order to complete the structural assessment, RAMAKER utilized records and information gathered in order to prepare this report's findings, including: 1) Construction drawings by RAMAKER, job number 27808, dated February 6, 2014, 2) Construction drawings by lnfinigy, project number Vl 1-5360, dated June 8, 2012, 3) Construction drawings by El Associates, project number EE4243.44, dated August 14, 1 997, 4) Structural assessment by El Associates, project number EE4224.44, dated October 31, 1996, 5) Structural assessment by Shamrock, site number NY03XC189, dated June 23, 2012, 6) Previously procured data by RAMAKER during other site due diligence activities, or 7) Were assumed (noted as such on existing loading)

RAMAKER understands that the current SPRINT antenna loading consists of:

• (3) RFS APXVSPP 1 8-C-A20 3G panel antennas ( 1 per sector)

• (3) ALU 1900MHz 4x40W RRH units (1 per sector)

• (3) ALU 800MHz 2x50W RRH units ( 1 per sector)

RAMAKER understands that the proposed final SPRINT antenna loading will consist of:

• (3) RFS APXVSPPl 8-C-A20 3G panel antennas (1 per sector)

• (3) ALU 1 900MHz 4x40W RRH units ( 1 per sector)

• (3) ALU 800MHz 2x50W RRH units (1 per sector)

• (3) RFS APXVTM 14-C-120 panel antennas ( 1 per sector)

• (3) ALU TD-RRH8x20 RRH units (1 per sector)

To summarize our findings, SPRINT currently has three (3) 3G panel antennas (1 per sector), and six (6) RRH units (2 per sector) installed on pipe mounts that are mounted to the roof support beams and the penthouse wall. TRANSCEND is proposing to install three (3) new 2.5GHz panel antennas ( 1 per sector) on the pipe mounts at centerline elevations of 50-feet AGL in the Beta sector and 45-feet AGL in the Alpha and Gamma sectors. TRANSCEND is also proposing to install three (3) new 2.5GHz RRH units ( 1 per sector) that shall also be mounted on the antenna pipe mounts.

11 20 Dallas Street, Sauk City, Wisconsin 53583 • Voice: 608-643-41 00 Fax: 608-643-7999 www.ramaker.com

May 14, 2014 Page 2 of 3

The proposed antennas (Alpha & Gamma sectors) shall be installed on SitePro 1 TR PD-HD non-penetrating tripod mounts with 2-7 /8-inch OD mast pipes. Each panel antenna requires its own tripod mount and the maximum antenna tip elevation shall be 11 feet above the roof surface. The non-penetrating ballast mounts require 630 lbs each, or 1 8 hollow 8x8x 16-inch CMU blocks. The roof pressure will be 15.5 psf, which is less than the assumed allowable pressure of 20 psf. The proposed ballast mount will be at 75.5 percent of capacity, structurally. The existing antennas (Alpha & Gamma sectors) may also be installed on individual ballast mounts; these have the same ballast requirements.

The Beta sector antennas shall be supported by a P2.5STD (2-7 /8-inch OD) pipe mount and custom 18" long L5x5x5/16-inch angles. The custom angles shall be attached to the penthouse wall with 112'' diameter Hilti HIT-HY 70 threaded rod anchors with 6" embedment. Each angle requires at least two (2) anchors to the penthouse wall.

By engineering calculation and inspection, the existing and proposed antenna and RRH mounting structure is capable of supporting the proposed SPRINT 2.5 equipment deployment without causing an overstress condition in the antenna and RRH mounting structure.

This assessment is inclusive of the entire antenna and RRH mounting structure, including pipe mounts, mounting hardware, and all other aspects of the mounting structure that will support the SPRINT 2.5 equipment deployment.

By engineering calculation and inspection, it is RAMAKER's assessment that the antenna mount pipes, supporting penthouse, and supporting roof beams will provide adequate support for the proposed antenna configuration.

At the existing basement level equipment area, TRANSCEND is proposing to install one ( l) new 9929 BTS cabinet ( 1600 lbs). All existing equipment shall remain as is under proposed loading conditions. The existing steel equipment platform beams rest on the concrete floor slab. It is RAMAKER's assessment that the existing steel equipment platform beams and concrete floor slab will adequately support the proposed equipment configuration.

In review of the information presented above, it is the finding of RAMAKER that no further assessment is required and the structure(s) will provide adequate support for the modifications proposed by TRANSCEND on behalf of SPRINT.

The recommendations contained within this report were developed using general project information provided as previously described. All recommendations pertain only to the proposed antenna installation activities as described in this report. RAMAKER assumes no responsibility for failures caused by factors beyond our control. These include but are not limited to the following: 1. Missing, corroding, and/or deteriorating members, 2. Improper manufacturing and/or construction, or 3. Improper maintenance.

The loading configuration used in the analysis is based on information provided by TRANSCEND, who is responsible for verifying that the existing loading on the structure is consistent with the loading applied to the structure within this report. If you are aware of any information contrary to that contained herein, or if you are aware of any defects arising from the original design, material, fabrication and erection

deficiencies, you should disregard this report and immediately contact RAMAKER. RAMAKER is not liable

for any representation, recommendation or conclusion not expressly stated herein.

May 14, 2014 Page 3 of 3

If you have any questions or comments, please do not hesitate to contact our office.

Sincerely,

RAMAKER & ASSOCIATES, INC.

~~;rj!Y'V Thomas E. More Project Engineer

~R4Jh~ U:;::v~sing Engineer

Job: NY03XC189

RAMAKER & ASSOCIATES, INC.

1120 Dallas Street

Sauk City, WI 53583

Office: (608) 643-4100

Project:

By:

Date:

Wind Load on Antennas TIA-222-G

Occupancy: II Classification of Structures (Table 2-1)

Exposure: c Exposure Category

V: 102 mph Basic Wind Speed (Annex B)

27808

TEM

5/14/14

z: 50 ft Height above ground level to the center of the antenna

I: 1.00 Importance Factor (Table 2-3)

Kz: 1.09 Velocity Pressure Coefficient (2.6.5.2)

Kzt: 1 Topographic Factor (2.6.6.4)

Kci: 0.95 Wind Direction Probability Factor (Table 2-2)

qz: 27.7 psf Velocity Pressure

Gh: 0.85 r~igid Structures

Mount & Antenna Wind Loads

Appurtenance Height Width h/D Shape Ca Aa

APXVTM 14-C-120 55.1 in 11.8 in 4.7 Flat 1.296 4.52 sf

TD-RRH8x20 25.4 in 17.5 in 1.5 Flat 1.200 3.09 sf

APXV9ERR18-C-A20 w/Moun 72.0 in 11.9 in 6.1 Flat 1.358 5.95 sf

800MHz 2x50W RRH 19.0 in 13.0 in 1.5 Flat 1.200 1.72 sf


Pipe2-1/2STD x 12 ft 144.0 in 2.9 in 50.0

10.8

Round 1.200 2.88 sf

2L2-1/2X2-1/2X3/16 x 4.5 ft 54.0 in 5.0 in Flat 1.527 1.88 sf

F = qz Gh Ca Aa

137.7 lb

87.1 lb

189.9 lb

48.4 lb

54.6 lb

81.3 lb

67.3 lb

6.8 plf

15.0 plf

Job: NY03XC189

RAMAKER &ASSOCIATES, INC.

1120 Dallas Street

Sauk City, WI 53583

Office: (608) 643-4100

Project:

By:

Date:

Wind Load on Antennas TIA-222-G

Occupancy: II Classification of Structures (Table 2-1)

Exposure: c Exposure Category

V: 102 mph Basic Wind Speed (Annex B)

27808

TEM

5/14/14

z: 50 ft Height above ground level to the center of the antenna

I: 1.00 Importance Factor (Table 2-3)

K,: 1.09 Velocity Pressure Coefficient (2.6.5.2)

K,t: 1 Topographic Factor (2.6.6.4)

Kci: 0.95 Wind Direction Probability Factor (Table 2-2)

q,: 27.7 psf Velocity Pressure

Gh: 0.85 Rigid Structures

Mount & Antenna Wind Loads

Appurtenance Height Depth h/D Shape Ca Aa

APXVTM 14-C-120 55.1 in 5.9 in 9.3 Flat 1.478 2.26 sf

TD-RRH8x20 25.4 in 5.7 in 4.5 Flat 1.287 1.01 sf

APXV9ERR18-C-A20 w/Moun 72.0 in 7.0 in 10.3 Flat 1.509 3.50 sf



Pipe2-1/2STD x 12 ft 144.0 in 2.9 in 50.0

21.6

Round 1.200 2.88 sf

2L2-1/2X2-1/2X3/16 x 4.5 ft 54.0 in 2.5 in Flat 1.887 0.94 sf

F = qz Gh Ca Aa

78.5 lb

30.4 lb

124.4 lb

45.4 lb

52.6 lb

81.3 lb

41.6 lb

6.8 plf

9.2 plf

ill Job: NY03XC189-E

1120 Dallas Street Project: 27808

Sauk City, WI 53583 By: TEM

RAMAKER Office: (608) 643-4100 Date: 5/14/14 &ASSOCIATES, INC.

Ballast Frame Analysis - Tripod RISA-3D Tripod Frames in Model 2

Sector Location All

SitePro TRPD-HD w/o Mast Block Size 8x8x16 - Hollow

Tray Length 87in 7.25 ft Block Weight 35 per block

Tray Depth 18in 1.5 ft Allowable Blocks 9.1 per tray

Tray Area 10.875 sq ft

Base Footprint Area 71.2 sq ft 1 Tray 3 Trays

Frame Weight 1 354.9 lb Tray Pressure

Equip. Weight 2 119.0 lb Tray Blocks

Ballast Weight 3 630.0 lb Roof Capacity

Total Weight 1103.9 lb

Roof Pressure 15.5 psf 1 Tray 3 Trays

Allow. Pressure 20.0 psf Qty. of Blocks 6.0 18.0

Ballast Weight 210.0 630.0 lb

Roof Capacity 77.5% OK Tray Pressure 19.3103 19.3103 psf

RISA 3D - Node Uplift Deflections Proposed Loads, Proposed Ballast

Model #1 Model #2 Overall

LC Description Nl N2 N3 N4 NS NG Def I.

5 1.4DL 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6 1.2DL + 1.6WLX 1.31 0.00 0.00 0.82 -0.01 0.00 1.31

7 1.2DL + 1.6WLZ 0.00 0.35 0.00 0.00 0.00 0.00 0.35

8 1.2DL - 1.6WLX -0.01 0.04 0.03 -0.01 0.82 0.00 0.82

9 1.2DL - 1.6WLZ 0.00 0.00 0.35 0.00 0.00 0.66 0.66

10 1.2DL + 1.131WLX + 1.131WLZ 0.31 0.00 -0.01 0.95 0.00 0.00 0.95

11 1.2DL + 1.131WLX - 1.131WLZ 0.34 -0.01 0.00 0.00 -0.01 0.07 0.34

12 1.2DL - 1.131WLX + 1.131WLZ 0.00 0.81 0.00 0.00 0.95 0.00 0.95

13 1.2DL- 1.131WLX - 1.131WLZ 0.00 0.00 0.77 -0.01 0.00 0.07 0.77

14 0.9DL + 1.6WLX 2.11 0.00 0.00 1.64 -0.01 0.05 2.11

15 0.9DL + 1.6WLZ 0.00 0.86 0.00 0.04 0.04 0.00 0.86

16 0.9DL - 1.6WLX -0.01 0.63 0.62 -0.01 1.64 0.05 1.64

17 0.9DL - 1.6WLZ 0.00 0.00 0.86 0.00 0.00 1.26 1.26

18 0.9DL + 1.131WLX + 1.131WLZ 0.84 0.00 0.00 1.65 0.00 0.00 1.65

19 0.9DL + 1.131WLX - 1.131WLZ 0.90 -0.01 0.00 0.00 -0.01 0.43 0.90

20 0.9DL-1.131WLX + 1.131WLZ -0.01 1.51 0.00 0.00 1.65 0.00 1.65

21 0.9DL -1.131WLX - 1.131WLZ -0.01 0.00 1.45 -0.01 0.00 0.43 1.45

Maximum Node Deflection 2.11 1.51 1.45 1.65 1.65 1.26 2.11

.Y

' <J> i~ . z x

'

1

Ramaker~ Associates, Inc.

ITEM I 127808

Tripod

-------------

SK-1 ,

May 14, 2014 at 8:55 AM -I 27808 Tripod Ballast Frame 1.r3d I

Results for LC 1, Self Weight

i Ramaker & Associates, Inc.

ITEM 127s08------- ----1 '-------- ------ ----- i ____ -- ------ --

I! Section Sets -

I I i -

SK-2

PL2x112 PL2x518 Pipe 2.5 L2.Sx2.Sx3/16 LL2.Sx2.Sx3/16x318 RIGID

Tripod May 14, 2014 at 8:55 AM

27808 Tripod Ballast Frame 1.r3d

I

i

.Y

Loads. BLC 6, Antenna Wind Z Results for LC 1, Self Weight

I Ramaker & Associates, Inc.I

ITEM i- -----L 127808

1521b /

/ /"

68.81b

68.81b

Tripod

68.81b

15.21b

,68.Slb

SK-3

May 14, 2014 at 8:57 AM

Loads: BLC 7. Antenna Wind X Results for LC 1, Self Weight

I Ramaker & Associates, Inc.

TEM ------------------· .

39.21b

87.11b

"'

L2780~----·--- , __ L_ ·----

Tripod

39.21b

""

87.11b

"" 39.21b

SK-4

May 14, 2014 at 8:57 AM

~7808 Tripod Ballast Frame 1.r3d _I

r': I"' Company

, - i;. r_1 " ~ f; Designer ..ii ',J ~ r-. ~"",)~',.Ji,. Job Number T E c " N o L o G 1 e s Model Name

Global -----------

Ramaker & Associates, Inc. TEM 27808 Tripod

1-Disj)j§y Sections fQr M~rn~e_i_~elcs __ 5 !Max Internal Sections for Member Cales 97

:Area Load Mesh_@_~_ __ ________ 114 ·- ______ _ iMerge Tolerance (in) .12 P-[)eltC3_Analy_§_is Tol~ran_ce_ ____ O.~O°&_ __ _ Include P-Delta for Walls? Yes

-------1

i

- ·1 I

:AutomaticlJ' Iterate Stiffness for Walls? Yes M-axrmLim- -iteration· KfLI-mb-er -for wa1f-StTttne-Ss3 ------------ ---- ---------- ----··1

i Gravity_t\cc;e;ler_aj:lon(_ft/s_ecll£) ________ ______ _]_2_] _ ______ _ IWall Mesh Size (in) · 12

-- ------------1

i

1

1

Eigens_o!LJtion Convergerice ToLj_1_. E~) ___ m _4 _Vertical Axis 'Y i Global Member Orientation Plane XZ !static Solver ---- Sparse Accelerated -1_Dynamic Solver _______ nu _ ___ _ A_c;c;elec9tecj__§olve_1" __ __ _

I

- -------- --------

l~ar~f~,~~i; ~ode --- ------r~~s-(it~~rQ- 1_0 ): ~RER ---- - --- -- -- 1

RISAConnection Code None -co-1d Formed steel Code ---------------·-None------------111/Y_Qod Code ____ __ None I Wood Tern erature ------- - 1<Tb_OF ___ -- - -- ----- -- --------Concrete Code None Mason- code --- --- ---~r,ron-e-

,Aluminum Cod~----------- __ ------~-No_ne - Building _____

Nu-mber of She-ar_Begions _ ------ 4 -==--=-Re ion S acin Increment in 1 4

iBiaxial Column Method 'Exact Integration [Parme Beta Factor (PCA) ___ ------~-:-65 ____ ------ ----1 : Concrete_Stress Block . . 1 Rec!§Jlg_LJ_@_r_ _____ _ I Use Cracked Sections? 1 Yes Use Cracked Sections Slab? No Bad Framin Warnin--s? ____ ---- , No

'I Unused Force Warnings? --· ______ 1 Ye_§_ ____ _ Min 1 Bar Diam. Spacing? · No HI

1 Concrete Rebar Set REBAR SET ASTMA615 Min °/o Steel for Colurrih ---------i 1 Max % Steel for Column 8

----- - --------------

RISA-30 Version 12.0.0 [1:\27800\27808\Structural\27808 Tripod Ballast Frame 1.r3d]

May 14, 2014

Checked By: __

Page 1

Company Designer Job Number Model Name

Global Continued


Seismic Code ASCE 7-10 1-Seismic Base Elevation ft -- -- - ! NofEntered _/\_d_d [3ase Weight? _ ___ _ __ _ _ _ Yes CtZ .02 iCt X .02 IT z (see) _____ --- -- -- --- - - - r\fot Entered

~ ~jse9j___________ __ ~ot Ent§re_d ____ _

SD1 1 l_SDS _ ___ __ 1 S1 1 lT_lls~cJ _ _ ___ _ _ _ ____ _ ____ ___ 5 Risk Cat I or II

H H - -- ---- nm-I

Seismic Det;:iJ.lir}g Code __ ... .. ___________ A_S_C~_LQ~--- ____________________ _ Om Z 1

Hot Rolled Steel Properties Label E rksil G rksil Nu Therm l\1E5 Fl Densitvrklft"31 Yieldrksil

I 1 A36 Gr.36 29000 11154 .3 .65 .49 36 I 2 A572 Gr.50 I 29000 11154 .3 .65 .49 50 I 3 A992 29000 11154 .3 .65 .49 50 I 4 iA500 Gr.B RND 29000 11154 .3 .65 .527 i 42

5 A500 Gr. B Rect 29000 11154 .3 .65 .527 I

46 I 6 A53 Gr.B 29000 11154 .3 .65 .49 35 I 7 A1085 29000 11154 .3 .65 .49 50 I 8 A500 Gr.42 29000 11154 .3 .65 .49 I 42 !----"'--- '

A500 Gr.46 I 29000 9 11154 .3 .65 .49 46 I 10 A53 Gr. B I 29000 ! 11154 .3 .65 .49 35

Hot Rolled Steel Section Sets

Rv 1.5 1.1 1.1 1.4 1.4 1.6 1.4 1.4 1.4 1.5

May 14, 2014

Checked By: __

Fufksil Rt 58 I 1.2 65 1.1 65 1 .1 58 I 1.3 58 1.3 60 1.2 65 1.3

! 58 1.3 58 1.3 60 1.2

,---- _ ___ Label __ Sh9_1:>e T)'Qe _ __ Re~ign_J,JsL Material Design R... A [ill2] _ _1)'.y_[in4l j_g_[in.4] _ _,l_[in4L

i --~- ~t~~~~~ --- ~~~~~ --~!~-- -- ---· ~~~~ -~-~~- fv:~t1}-5---~g~f---1~- -i-~"1911-1 3 , Pipe 2.0_ _ PIPE 2.0 I Column _ _E>iJ'.)e____ A53 Gr. B T1£Qical 1.02 +-.627 ____,_6_2.L__;_--12.5_ __ I 4 Pioe 2.5 I PIPE 2.5 i CO!Umn·-· Pioe A53 Gr. B Tvoical 1.61 ! 1.45 1.45 : 2.89

1

1 _Q _ ____Eij'.le 3.0 -~-J?JPE_3.._Q_ Column_ _____ _Eip_e ___ _653 G_r_.__EL .IYoical 2.07 2.85 _ 2.85 5.69 6 · Pioe 3.5 PIPE 3.5 •Column Pioe A53 Gr. B Tvoical 2.5 I 4.52 4.52 9.04

i-_l___, __ eioe 4.0 PIPf;_-i_O __ ! Column EiP..lL _____ fi~'.2.._G..LEL_IY_Rical _ _2.96 __j_Q_~82 ___ JL~2__,_L3~EL · 8 ' L2x2x3/16 ! L2x2x3 · Beam Sinale Anale A36 Gr.36 Tvoical .722 I .271 .271 ' .009

9 L2.5x2.5x3/16 · L2.5x2.5x3 I Beam Single Angle_ A36 Gr.J_EL __ _Ty_Rical .901 .535 -'~--- --~0_1j_ -10 1 L3x3x3/16 1 L3x3x3 1 Beam Sinale Anale A36 Gr.36 Tvoical 1.09 i .948 .948 .014

11 L3x3x1/4 L3x3x4 ! Beam Sinqle Angle A36 Gr.36 _Iy_Pi.Qfil_ 1.44 ; . 1.2_]__ 1.23 .031 ·121 LL2x2x3/16x3/8T LL2x2x3x3 • Beam !oOubie Angle (3~A36-Gr.j6- Tvoical -1.44- T-f35 --:542--ms

L 13 ILL2.5x2.5x3/16x3/81 LL2.5x2.5x3x3j Bearn __ ~_Qcl_LJ_ble Angle (3/8 ... A36 Gr.36 _Iypical __ 1._8_ __ j __ 2_AQ_ _ 1.07 -~ ~Q2_:2__

RISA-30 Version 12.0.0 [l:\27800\27808\Structural\27808 Tripod Ballast Frame 1.r3d] Page 2

I I



Joint Coordinates and Temperatures

May 14, 2014

Checked By: __

_ _ _ _ _ L,g_l:Jel _ --~(_(fl] Y [ft] Z [ftJ Te mg [F] Detach From Diaphra ...

~-- ---~ --- }~3~~~{- ---=-----~§~-- --~-{~g~=-=-1=---=~--f-=-~-~=-=====----=--~-~:-=--3 N 1 __ __ ----=~1QJ_&37 ___ Q________ _ -_(). _ _ '_ _ _ _9 _____________ _

i-4·------N13- -2.201838 0 -0. 0 I __ 5 ___ ---- t'-j_2 ____________ 1_.850918 -- - __ O ___ -_32Q588_5 _______ _Q__ _____________ , i 6 N15 1.100919 0 -1.906848 0 : __ I_ ____________ l\Jj_g --- -1.288423 ---- _Q_ ---~-0183_8~---- ____ Q_. ___________ , 1 8 N17 -3.701838 0 3.625 0 1-_R _____ N18 ___________ -3.70183§_ _ o _ -3.625 o i 10 N19 -1.288423 0 -5.018386 0 I 11 _______ __1.42 __ Q_________ _:1_99Q2_6_1 ~----0_________ _:.1~3_9]_3139_.____ __Jl ________ _ I 12 N21 4.990261 0 1.393385 0 j__Ll_-~ _ _ N22__ __ _ ~2._Q_3_8423____ _ ___ 0 _ _ _ _::331~348 ___ _ _ Q_ _ _ ___ _ ________ __ I 14 ' N23 4.240261 0 -0.094348 0

I z~- ------- ~~}------ ~:.~Jg~{ -- ---~----- ----~:~~- --- -- - -g--------------------' i 17 . _ N26 .... _-2,201_8_31i_ ____ O_ ____ _ __ -3.J).2_5 ___ ··--- __ _ _ _Q _______ ---+-----------

! 18 N27 -2.201838 0 -3.625 0 I _1_9 N28_ -- 1.343928 --- - Q3f2~3_Q3 - - -2.32J7!5_2_ - - -- O_ -- -- -- - --- - - ----- I

20 N29 -0.032687 0 -4.293386 0 21 __ N30 _____ 1.343928 0.369363 __ _2,327752____ __ _ _ ~0--------1----------l 22 N31 i -2.687857 0.369363 -0. 0 i~-- ·-- __ N32 ~- _J_.223QQ_ _________ Q_ ____ , __ -:i_!?_983aQ_ ________ _Q_ _____ . ______ __, I 24 N33 2.478787 0 -2.843386 0 '

I~~ I ~~§----, -~.~~~~~1 ~ ' -2.d.~~~86 -------~------------i_ZL_ ____ N36 ~ -3.701838 0 0.725 0

28 N37 ---=-3. 701838_,_ 0 : -0. 725 ----0~----+----------j

29 N38 -3. 701838 0 -2.175 0 30'----N39·------; 3.734524·----,-- 0 2.118385 ----()--·-------

~--------~-0_ 2.478787 0 2.843385 I 0 32 N41 -----1 1.22305 1

- - 0- ----,-----3.568385 ___ --- ____ 0 _______________ _ 33 N42 -0.032687 _____ _Q __________ 4.2933_!3.Q__ __________ 0

0 ______

1 ________ !

34 I N43 -0. 782687 o -2.994348 0

1 37 N46 2.98-4.5.24 0 -0.819348 ---~0 ___ 1 ______ __,

38 N47 -0.782687 I 0 2.994347 0 _39 N48 _:_. 0.47305 0 2.269347 0

40 N49 1.728787 I 0 1.544347 0 .A.1__ N50 _

1 2.984524 0 0~8:19341__ --~0-----1---------1

42 N51 I 1.475919 0 I 2.556366 0 I 43 N52 __ -2.201_8~1i_ __ , ____ O 2.175 0

44 N53 -2.951838 0 -0. 0 --15 N54 __ -2.201838 _Q ____ ___ . _____ Q. 72_5 __________ _o ________ ---·------

46 I N55 ! 0 0 I 0 0 1-----------

II 49 N58 -2.201838 0 -2.175 0

50 N59 0 8 1 0 0

I. 51 N60 0 ' Q.494575 , 0 ----~O~ _ ____, _______ ____,

52 N61 0 3.5 r 0 0 • 53 N62 I 0 11 : 0 0

54 I N63 ! 0 6.408333 ' 0 0 55 N64 0.225208 3.5 0.390072 __ 1 ____ 0"'------1--------j 56 N65 0.225208 3.5 I -0.390072 0

RISA-30 Version 12.0.0 [1:\27800\27808\Structural\27808 Tripod Ballast Frame 1.r3d] Page 3

r ,.. Company ,_ .. :J l'Jj r~ r ,, !,_ Designer

·· P. f' - .,. r i Job Number ail .i .ll A.-'>. ... ./,,-,,.. r E c " N a L a G 1 E s Model Name

: Ramaker & Associates, Inc. TEM 27808 Tripod

Joint Coordinates and Temperatures (Continued)

May 14, 2014

Checked By: __

L_abel -~[ft) Y [ft] Z [ft) _ T~nip[EJ_ _ _Detach fr9111 Oi<!pbnL.

i-~~-- H ---i~6 m-=P_.A_%Q_4_1f' _ 30 Q _ ------m1-8~7g.1837-HH - n -g ---- -·------- H. HHHHH --- --

i--~%---- ---~~~_6 __________ 3.2~-5 --~--------~}~=- --- --g------~-- -- -------! g__1__ _ f',JJ3J-6 -1.906847 ________ O_ _ ___ J]_.8990_fil____ _ _____ _Q_ ____ ·- _________________ -·i i 62 N5 3.205885 0 13.149081 0 i

i-fil_, ________ 1\.l9_36_ ________ t906_8'4I _____ _p _______ 1_3~8_9908L _____ Q _____ --------------! I 64 N64A -3 625 0 18. 701837 0

1-~~ . -- ~~~~--- ----~-~:~~~~~~--- ---~- -----.- ~~:6~~i~~---- ---- ---g------· -/ _Q.Z_ ______________ Nq] _________ __1.39331lli___ _____ 0 10.009739 0 ... _________ _ : 68 N68 5.018385 0 16.288423 0 i I 69 N69 3.625 ___ Q _J_fl7_01~3_7 ________ _Q_ ___________ -------------·--176 ______ N70- ------- 0.09-4347 -- -- 0 10.759739 0

I ;i ~H-----------~1ggi7 g-- --------&~~~§-~~-- - --+-----------------173 N73 ______ 3_.Q.25_ __ 0 ________ 1l._2_Qj_fi:3_Z _______ O ________ _ 1 74 N74 -3.719347 0 17.038423 0 . 75 N75 -0.094347 - ____ O 10_259739__ -- Q_______ I [76____ ------N76-- ---- - 2~327752-- 0.369363 13.656071 0 -------i

I 77 N77 ___ _2._11838_5 ___ O ____ 1L265_476___ _______ _Q _________ _ 78 N78 0 0.369363 17.687857 0 79 N79 -2.327752 _Q~36-9363_ ____ 1_~656071 ________ Q__~-----· ---·-

-80 ' N80 ----- 2.84338-5 - 0 . 12.521212 0

i-{i ------ ~~i ----1:~~~~~;-- - --~----- -- ~}t}~~:~ --- ---t---------------j I I 83 N83 -4.2933_8..Q____ 0 15.032686 0 -------------

84 N84 -3.568385 0 13.776949 0

i ~~ ~~~ --------+~*~~ -- --g-------+~~~~b~;~ -- -~------------1 ~~ • ~~~ 6·;;; g ~~:;g~~~; ----------+--- ---------rt6 ~~6 -------~-- -=¥:-~~--- r---{- ~ ~: ;g~ ~~; - ------§-----------------: 91 N91 0.819347 0 12.015476 0 192 N92 1.544347 _______ 0 13.271212 -~O~---

i~~ ~~~ ~:~~~~:; - ---t--- --- ~~:fa~~:~--- -- --+---------I ~~ ~~~---- -- - ~~:;;; -- -- - --~- g}g-mf------g---- -· -------1 i 97 N97 0.725 0 17.201837 0 98 N98 ! _2._1.i5- _______ O______ 17.201837 -------0---·

I 19go, N~9o~ -------~2~347-~-----%----:- ~~:~~i~~~ ------{--------------101 N101 -2.5563136 ___________ O _______ 13.524081 --~O~ _ __, ___ _ 102 ' N102 -2.269347 ' 0 14.526949 0 103 N103 _______ O____ _ 0 _ ---· 15 ~O~----j----------104 N104 I 2.556366 0 i 13.524081 0 105. N105 : -1.544347 I 0 ! 13.271212 0 106 1 N106 ;---0.819347--1---0--1 --12.015476 0

!__1_07 . N 107 0 I 8 I 15 0 108

1

N108 0 -Q.494575 i---15-- ___ O _____ _ 109 N109 0 3.5 15 -~O.----j--------110' N1_fo_____ 0 11 1 15 0

I 111 . N111 _____ O ______ 6.408333 _____ _li_ ___ ~ ___ O ___________ , 1112: N112 0 3.5 15.450417 0 l11_3 N113 0.390072 _ 3.5 14.774792 0 ' -- - ---- ___j


IP;:,.. Company

':._· • ~ ~-. i" ~· l Designer .. !"': ,, · "i. Job Number -·..i11·..11 ....... J~4 T E c " N o L o n , e s Model Name



i 114 _ ~bJJL__ _ _ __ _ XJf1L ______ _'lJftl

N114 -0.390072 3.5

Joint Boundary Conditions Joint Label X fk/inl Y fk/inl Z fk/inl

: 1 N17 S1 CS50 S1 I 2 N26 S1 CS50 S1

3 N24 S1 CS50 S1 I 4 N16 S1 CS50 S1 I 5 N18 S1 CS50 S1

6 N27 S1 CS50 S1 7 N22 S1 CS50 S1

I 8 N19 S1 CS50 S1 ! 9 N25 S1 CS50 S1 ! 10 N21 S1 CS50 S1 : 11 N23 S1 CS50 S1 i 12 N20 S1 CS50 S1 ! 13 N29 S1 CS50 S1 ! 14 N32 S1 CS50 S1

15 N33 S1 CS50 S1 16 N34 S1 CS50 S1 17 N35 S1 CS50 S1 18 N36 S1 CS50 S1 19 N37 S1 CS50 S1 20 N38 S1 CS50 S1

I 21 N39 S1 CS50 S1 22 N40 S1 CS50 S1 23 N41 S1 CS50 S1 24 N42 S1 CS50 S1 25 N43 S1 CS50 S1 26 N44 S1 CS50 S1

. 27 N45 S1 CS50 S1 28 N46 S1 CS50 S1

i 29 N47 S1 CS50 S1 30 N48

: S1 CS50 S1

I 31 N49 S1 CS50 S1 32 N50 S1 CS50 S1 33 N52 S1 CS50 S1

j 34 N54 S1 CS50 S1 35 N57 S1 CS50 S1 36 N58 S1 CS50 S1 37 N64A S1 C850 S1 38 I N65A S1 CS50 S1

i 39 N66A I S1 CS50 S1 40 N67 i S1 CS50 S1

I 41 N68 S1 CS50 S1 42 I N69 S1 CS50 S1

I 43 : N70 S1 CS50 S1 44 N71 S1 CS50 S1 45 N72 S1 CS50 S1 46 ! N73 S1 CS50 S1

I 47 N74 S1 CS50 S1 48 I N75 S1 CS50 81 49 N77 S1 CS50 S1 50 ! N80 81 CS50 81

' 51 N81 S1 CS50 S1

;

I

May 14, 2014

Checked By: __

X Rot.fk-fUradl Y Rot.fk-ft/radl Z Rot.fk-ft/radl Footina

!

!

i


r'_ I"'. Company I, ':I~ t ~_;' r~t, Designer A ·.J r,:i r-.. ,..,. ,l,r'"' Job Number

T E c " N o L o G 1 E s Model Name


Joint Boundary Conditions (Continued)

May 14, 2014

Checked By: __

Joint Label _)Uk/inl _i _Y_illinl Z [k/inJ X Rot.[k-ft/raQl Y Rot.[k-ft/r@l Z Rot.Jk-ft/radl Footing

;1~~- ~~~~-:r~-- ~ __ ~L ___ __g_llg -~--ff_~=-~~~- ___ --~- ---~-- --~--~~-~--:~ -~- ~~ -J 1 54 N84 S1 CS50 S1 ! I !_!)~_ _ J'Jl3_5__ _ S1 CS50 S1 ____ _ I i 56 N86 ---81- ---CSSO ___ ---- S1- --, ---- --- -- ------1

II~~-- --~~~-- --g+-----g~~ - ---~+--- --~ --- -·- ·- --.. -·--·-----i-- ·----·-- ---:· ______________ !

1

1_ 59 _______ N89_ _ _ ____ SJ ______ __C_S5Q ________ St ______ -------------.. --,---·---- ----,------- __ i 60 N90 S1 CS50 S1 1

• 61 . N91 S1 CS50 S1 i-62___ -N92-----,- ---81 - -- ----CS5o-- - - s_1 _______________ .. --- -----------------... -- --,.---- -----·-' 63 N93 S1 CS50 S1 I 54--- _N94 _________ S_1 - - . CS50 - - --81 ________________ -- ·------ --·---~·--·----- ----·-----·-----j_ 65 ______ N95 ___________ SJ ______ C$_5Q_ ______ SJ ____ , _____________ _ i 66 N96 S1 CS50 S1 --- _!______________ --1 : 67 N97 S1 CS50 S1 I 168 ___ --N98- -· - --- -81 - ---CSsO _________ S1 -------------.... - -· - ----·--·--· ... _,____________ I

f-9il ____ l'il_Q_Q_ _ _ _S_1 ___ ___g_S50 ___ __ _Sj__ _____ --·-·-- ____ .. ·----·. _____ _ __ .. -- ___________ _ I 70 N102 S1 CS50 S1

71 N105 S1 CS50 S1 1-72 ____ N106 -s1- ------c850 _______ s1----.----- -·-- - .. --- ---r-·--·----,---·---·------..

Member Primary Data Label I Joint J Joint K Joint Rota tel ... Section/Shane Tvne Des inn List Material Desian R ...

' 1 M1 N21 N16 L2.5x2.5x3/16 Beam Sinnle Annie A36 Gr.36 Tvoical 2 M2 N17 N18 L2.5x2.5x3/16 Beam Sinale Anale 1 A36 Gr.36 Tvoical

i 3 M3 N19 N20 L2.5x2.5x3/16 Beam ' Sinale Anale 'A36 Gr.36 Tvoical I 4 M4 N22 N23 L2.5x2.5x3/16 Beam Sinnle Annie A36 Gr.36 Tvoical

5 M5 N24 N25 L2.5x2.5x3/16 Beam Sinnle Annie A36 Gr.36 Tvoical 6 M6 N26 N27 L2.5x2.5x3/16 Beam I Sinnle Annie 'A36 Gr.36 Tvoical

' 7 M7 N51 N64 LL2.5x2.5x3/16x3/8 Beam Double Angle (3/8 Gap): A36 Gr.36 Tvoical 8 M8 N56 N65 I LL2. 5x2. 5x3/16x3/8 Beam : Double Angle (3/8 Gap)! A36 Gr.36 Tvoical 9 M9 N53 N66 LL2. 5x2. 5x3/16x3/8 Beam Double Angle (3/8 Gap) I A36 Gr.36 Tvoical 10 M10 N28 N60 PL2x1/2 Beam None · A36 Gr.36 Tvoical

' 11 M11 N30 N60 . PL2x1/2 Beam None 1

A36 Gr.36 Tvoical 12 M12 N31 N60 PL2x1/2 Beam i None 1 A36 Gr.36 Tvoical

I 13 M13 N3 N11 PL2x5/8 Beam 1 None A36 Gr.36 Tvoical 14 M14 N1 N13 I PL2x5/8 Beam None · A36 Gr.36 Tvoical

I 15 M15 N2 N15 PL2x5/8 Beam 1 None : A36 Gr.36 Tvoical i 16 M16 N24 N16 . PL2x5/8 Beam 1 None i A36 Gr.36 Tvoical I 17 M17 N26 N17 PL2x5/8 Beam ' None A36 Gr.36 Tvoical

18 M18 N22 N19 I PL2x5/8 Beam None 1 A36 Gr.36 Tvoical I 19 M19 N23 N20 PL2x5/8 Beam None : A36 Gr.36 Tvoical

20 M20 N21 N25 PL2x5/8 Beam I None 1 A36 Gr.36 Tvoical ! 21 M21 N18 N27 PL2x5/8 Beam None 'A36 Gr.36 Tvoical

22 ' M22 N60 N62 I Pioe 2.5 Column ~ Pine I A53 Gr. B Tvoical ! 23 M23 N26 N24 I RIGID None None ' RIGID Tvoical

24 M24 N23 N25 RIGID None 1

1 None RIGID Tvoical RIGID RIGID

None None 1 RIGID Tvoical None 1 None 1 RIGID Tvoical

25 M25 26 M26

N22 N27 N64 N61

27 M27 N66 N61 RIGID None None 1 RIGID Tvoical 28 M28 N61 N65 I RIGID None None RIGID Tvoical

N68 '

L2.5x2.5x3/16 Beam I Sinnle Annie 1 A36 Gr.36 Tvoical

I 31 N65A L2.5x2.5x3/16 Beam I Sinale Annie 1 A36 Gr.36 Tvoical

L2.5x2.5x3/16 Beam Sinale Anale 1 A36 Gr.36 Tvoical

29 M29 30 M30

M31

N69 N64A N66A:

N67

RISA-3D Version 12.0.0 [l:\27800\27808\Structural\27808 Tripod Ballast Frame 1.r3d] Page 6


Member Primary Data (Continued)

May 14, 2014

Checked By: __

i-4L___M47 ___ f\JJ1 1 _N9_8_ _ _ _. _______ _ _ _E>l2~5_ili_ ______ Beam _______ None _______ A36 Gr.36 Tv.olt;:QL 1 48 M48 N69 N73 PL2x5/8 Beam None A36 Gr.36 Tvoical

I. 4

509 . ~ci~ ~~~A8 ____ N_N

17150___ ___ _ _________ PL2x5/8 _____ Beam [\Jone -···-- +'~36 Gr.36 Tvi:iic_fil_

: Pioe 2.5 Column Pioe , A53 Gr. B Tvoical f__5_L M51 N74 N72 __ _ __________ RIGIP_. None , __ _____lliJ_n_e; _______ RIQLQ __ lY_illg_fil_ · 52 M52 N71 N73 RIGID None None 1 RIGID Tvoical i 53 ~~~ NN1~~ .1

._ NN17059

___ 11

__ __ RIGID __ [\J_Q.lliL_ None RIGID Tv.o_ic;;_aj_ 154 RIGID None None ' RIGID Tvoical ! 55 M55 N114 i N109 ____________ f:sfill_Q_ ___ None N~rne __ -~ RIGID TvJ:Jical I 56 : M56 N109 N113 RIGID None None . RIGID Tvoical

Hot Rolled Steel Design Parameters Label Shaoe Lenathfftl Lbvvfftl Lbzzfftl Lcomo to ... Lcomo bo ... L-tora ... Kvv Kzz Cb Function

1 M1 L2.5x2.5x3/16 7.25 Lateral 2 M2 L2.5x2.5x3/16 7.25 ' Lateral 3 M3 L2.5x2.5x3/16 7.25 Lateral 4 M4

I

L2.5x2.5x3/16 7.25 ! I Lateral I

5 M5 L2.5x2.5x3/16 7.25 ' Lateral 6 I M6 ! L2.5x2.5x3/16 7.25 Lateral 7 M7 i LL2.5x2.5x3/16x3/8 4.302 Lateral ! 8 M8 1 LL2.5x2.5x3/16x3/8 4.302 ! Lateral 9 M9 LL2.5x2.5x3/16x3/8 4.302 . Lateral

I 10 ' M10 I PL2x1/2 2.691 Lateral '

: 11 M11 PL2x1 /2 2.691 i Lateral 12 I M12 I PL2x1/2 2.691 : Lateral

I 13 M13 PL2x5/8 1.5 Lateral 14 M14 PL2x5/8 1.5

I Lateral i I

15 M15 PL2x5/8 1.5 ' Lateral I 16 ', M16 I

I PL2x5/8 1.5 Lateral ' 17 M17 PL2x5/8 1.5 Lateral

18 M18 PL2x5/8 1.5 I ! Lateral I

19 M19 PL2x5/8 1.5 I Lateral 20 M20 I PL2x5/8 1.5 I Lateral 21 M21 PL2x5/8 1.5

I Lateral 22 M22 Pioe 2.5 10.505 Lateral 23 M29 L2.5x2.5x3/16 7.25 Lateral 24 M30 L2.5x2.5x3/16 7.25 . Lateral

I 25 M31 L2.5x2.5x3/16 7.25 Lateral 26 i M32

I L2.5x2.5x3/16 7.25 I Lateral i

27 M33 II L2 .5x2 .5x3/16 7.25 I Lateral

RISA-3D Version 12.0.0 [1:\27800\27808\Structural\27808 Tripod Ballast Frame 1.r3d] Page 7

Jll" Company ad~ pc· ::I. " f'' ~ Designer ~ J': £jJ · , • ~ Job Number

Ramaker & Associates, Inc. TEM

May 14, 2014

Checked By: __ ~ ... ..illl:i ..... •...I.ii· ... T e c " N o L o G 1 e s Model Name

27808 Tripod

Hot Rolled Steel Design Parameters (Continued) C_Q Xu.m:liQo _ ..

Lateral , 29 M35 LL2.5x2.5x3/16x3/8 4.302_ ! 1-30 M36 LL2.5x2.5x3/16x3/8 4.302

____________________________ ______ Lateral Lateral

_ ___ __ ____ ____ _ ___ __ _ ___ Late@L_ Lateral

: __ 3_3____M39 PL2x1/2 - - _:u~;Jj__ - -----------------------------------~---------------- LQ.ter_cil _ Lateral ! 34 M40 PL2x1/2 2.691

I J_Q______MA1__ ____ PL2x5/8 _----1,Q __ _ _ _ _________ _ i 36 M42 PL2x5/8 1 . 5

_ _____________ ----~-----~Lateral -1

Lateral ' 1 37 M43 PL2x5/8 __ _1.5 ________________ _ i-38--M44 - -----rL2xsT8-- 1. 5

_ _ _ ____ _____ _ _ ___ , ____ lc:i_t_esaJ __ Lateral

l ___ '.lli__ __ f\,119_5___ _ F'L2)(_5/8 _LS ___ _ I 40 M46 PL2x5/8 1.5

Lateral ' ---------------- ------,---------------

Lateral Lateral Lateral Lateral Lateral

Joint Loads and Enforced Displacements (BLC 2 : Antenna Weight) Joint Label LDM Direction Maanitudef!lb k-ftl (in radl <lb*s"2 ...

1 N62 L y -53 2 N59 L y -66 3 N107 L y -66 4 N110 L y ' -53

Joint Loads and Enforced Displacements (BLC 6 : Antenna Wind ZJ Joint Label ,---------- -----· --- ------ - ----

i ~- -,- ---------- ~~~--_____ L,Q.M _____ --- ____ JJJ[e_ctio_o _______ Mc:i_gnitude((lQ,.lS:ftULn,radUlb*s"2 ...

____ _ _L _ __ _____ _Z_ r ·--- 6_8J3 ___________ _ L z I 68.8

I ;- ---------- -N~5o~ ----- ----- --------- ___ J,. ____________ , ___________ Z,_ ______ ------- -------- - _J_Q.2_ __ - - ---------L Z 15.2

1

1 _5_ _ _N110 6 . N111 t ----- _ _:_____ ---~- - -----~~:~ -- -1

Joint Loads and Enforced Displacements (BLC 7 : Antenna Wind XJ Joint Label LDM Direction Mannitudef!lb k-ftl lin rad\ !lb*s"2 ...

1 N63 L x ' 39.2 2 N62 L x I 39.2 I

3 N59 L x 87.1 4 I N107 L ! x 87.1 5 N110 L x 39.2 6 N111 L x 39.2

Member Point Loads

I ----Member Label Direction ___ _ Mannitude(lb,k-ft] _________________ LocatiQQ(fi,_%]_

No DatatoPrint ... ___ ___________ ________ ----1

Member Distributed Loads (BLC 4 : Frame Wind ZJ Member Label Direction Start Ma nitude lb/f ... End Ma nitude lb/ft F Start Location ft% End Location ft%

I 1 M22 z 6.8 ' 6.8 0 6 2 M9 PZ 9.2 9.2 0 0


r r: Company , :.. II".· P"_J ir. tf• " Designer ... ~ ~ r .. ~ .:~ ;.J.,. Job Number T e c " N o L o G 1 e s Model Name


Member Distributed Loads (BLC 4 : Frame Wind ZJ (Continued)

May 14, 2014

Checked By: __

Member Label _ [)ir~~1ion Start Magoitude[lb/f. ~End_Mcignitude[lbLlt,fL Start Location[ft.%]_ _ __E_11cJJ_,9J:ajiQn[ft,°!o] -, 1--3---=----~ __ Ml-=-~=~--- PZ_ i 9.2 92 ___________ Q__ __________ _Q_ __ ~ i 4 M8 PZ I 9.2 9.2 0 0 I

i-~ - ~~~ ----- ~~ --- ----~} ------- ~} ~----- ~ --1

Member Distributed Loads (BLC 5 : Frame Wind XJ Member Label Direction Start Maanitudeflb/f.. End Maanitudeflb/ft Fl Start Locationfft %1 End Locationrft %1

i 1 M22 x 6.8 6.8 0 0 I 2 M7 PX 9.2 9.2 0 0 ! 3 M8 PX 9.2 9.2 0 0 i 4 M9 PX 9.2 9.2 0 0

5 M35 PX 9.2 9.2 0 0 I 6 M36 PX 9.2 9.2 0 0 ! 7 M37 PX i 9.2 9.2 0 0 I 8 M50 x 6.8 6.8 0 0

Member Distributed Loads (BLC 8 : BLC 3 Transient Area Loads) _________ M~e_m~be~r_L~ab~e~l _____ ~Direc_ti_o_n_ __ Start Magnitude[l!:JlLEnd Ma_gnitude[lbill,EL Start Location[fL%L EncJ L,oc_ation[ft.%]_

I 1 M1 y - - :1-4.48:3_ _ - ____-_1_4Afl~ __ O________ - 7.25_ ---1-2-----------M5 - Y -14.483 -14.483 o 7.25

. 3 M2 Y :1-4A_83_ _ _-.14A8:3__ _ _ _ _ _ ___ 0 7.25 i 4 ---- --M6- Y -14.483 -14.483 o 7.25 i 5 __ Ml___ _ y_ _ _ -H.48_:3__ _ __ -14.4_8_3___ _________ 0_ _ 7_.25 __ _ I 6 M4 y -14.483 -14.483 0 7.25 [_z_ _________ l\1129 ---- --- - '{ ,.14.4ll_3__ _-14.4~_ -- _Q ________ __l._Z_Q__ ___ _ I 8 M33 Y -14.483 -14.483 0 7.25

I

--1 ,3_ -- - _1\11:3_0 --- _ __"[__ ____ ----=-14_,_4_~----~ -14.483 _________ Q_ ________ 7.25 10 M34 y -14.483 I -14.483 0 7.25 11 M31 Yy _______ -_1

144

. .448

833

_____________ -1144_.

44

88

33 ---rl __________

0o __ 7

7._22

55

12~- -- ------ -M3_2 ____ _

Member Area Loads (BLC 3 : Ballast Weight) Joint A Joint B Joint C Joint D Direction Distribution Maanitudefosfl

! 1 N16 N24 N25 N21 y A-B -19.31 I 2 N26 I N17 N18 N27 y A-B -19.31 ' 3 N22 N19 N20 N23 y A-B -19.31 I 4 N64A ! N72 N73 N69 y A-B -19.31 I

I 5 N74 N65A i N66A N75 y A-B -19.31 i 6 N70 N67 N68 N71 y A-B -19.31

Basic Load Cases BLC DescriRtion Categ_g_ry__ X Gravity Y Gravity Z Gravity Joint Point Distribut Area(Memb Surface(Pla

!---1----- ---- ... ...

I ' 1 Self Weight DL I I

i 2 Antenna Weiaht ' DL I 4 I

' 3 Ballast WEllil_ht __ ~ _ _Q_L __ -----+-- I I 6 1-0 I

-------=---Frame Wind Z WLZ 8 I

I

5 Frame Wind X WLX -- j 8 --

6 Antenna Wind Z I WLZ 6 I 7 Antenna Wind X

I WLX 6

i I --------- I

8 iBLC 3 Transient Area Loads1 None 12 I I


r Company '~ r.1 r' 'J ~ ~· I, Designer

.1 F ~ "" r 1 t, Job Number

- ',.jj .JI II ._ """ ../~"-T E c " N a L a G r E s Model Name

Load Combinations


May 14, 2014

Checked By: __

D~l:dption _ Sol PD _S_R _ E3_LC Fa.c;tor BLC Factor BLC FactorBLC FactorBLC FactorBLC FactorBLC FactorBLC Factor

1--}---- E~~~~~i~L- I~::-~ --- -1++-~ l 1 -- 1 -- - ----- - -- --~_:_-~=_:_-=---==--=-==: 1 3 Ballast DL Yes Y • 3 , 1 1- 4 ,;i;;;LRFD Combinations**;--------- ------ - --- -- ------ -- -----1

i-i-----~ .. ~~t ~ 11.:::c; ~:~ -~ -----g~#-wTx -=1~wLz _LQ_ ____ ------- ---- ------------,---1

1-1%-1~2JL-~~~i1i~13 . ~, -~ -- -%r -H-INLXii31 ~n:f*--~-- ------ - ---.---- ---! ---1 11 12DL+1.131WLX-1.13..Yes Y DL 1.2 WLX1131WLZ-1131

i-1-2 T2DL~ 1.131WLX+ 1T3:~: Yes_Y _____ DL -1~2-VVLX 1.131WL.2'.i1:131-r---- - - . ---------------------~ 1

! 13 1.2DL- 1131WLX - 1131,Yes Y DL 1.2 WLX 1131 WLZ'-1131 i_ 1_4_ - 0.9DL + 1.6WLX-- ;les 'y-- DL -:9-WLX 1.6 - ------- -- ------ ------------- I -15_ __ 0.9QL + __ L6WL.Z ___ '0~. Y __ Jl_L .-9. ______ WLZ._LQ_ ___________ _ 16 0.9DL - 1.6WLX Yes Y 1 DL .9 WLX -1.6

-- --------- ----·---1 _1_7~ ___ ,CL~DL..:. 1.6WLZ _ Y~ ___ 'L_ _____ DL _J)_ _'£\f_l,.2; __ -LQ_, __

18 i0.9DL+1.131WLX+1.13 .. Yes y DL .9 WLX1.131WLZ1131' ---------- ----1-----, _ 19_ o.9DL + 1 131WL~:.1_ 1_~ Yes ,_y_ ____ Ql,._

1

. __ ._9_ WLX 1.131 Wl.Z:.~2-_1_~1. I 20 i09DL-1.131WLX+1.13 ... Yesi Y: DL .9 WLX 1131WLZl1131 --------~-I L21_ 0 9DL - 1.131 WLX - 1.131 J"es_. y ___ _ill,_[~Q__ \j\/L~ 1_1_3_1WL.Z~_1c131 ____ 1_ __ __ __L __ _ _________ _ ________ _

Envelope Joint Reactions Joint x rlbl LC y rlbl LC z rlbl LC MX fk-ftl LC MY fk-ftl LC MZ fk-ftl LC

I 1 N17 ·max 7.33 8 53.19 16 3.24 20 0 0 0 I 2 1 min -7.17 15 0 2 -6.41 14 0 0 0 1 I

3 N26 ·max 7.32 8 40.42 20 4.44 20 0 0 0 4 min -7.18 15 0 2 ' -9.69 14 • 0 0 1 I 0 1 I 5 N24 max 7.31 14 77.47 20' 5.29 9 I 0 0 1 ! 0 6 . min -6.58 15 0 2 I -11.49 14 : 0 0 1 i 0 1 I

7 N16 ;max 4.85 8 35.47 '10 4.71 9 0 0 ! 1 0 1 ' 8 ·min -5.05 15 0 2 -9.04 14 0 0 ' 1 0 1 I

I 9 N18 max 6.89 8 58.3 16 ' 3.41 20 I 0 0 0 I 10 • ; min -4.51 15 0 2 -6.65 14 0 0 1 ! 0 1 I

11 N27 .max 6.88 8 56.37 ! 21 4.57 20 0 0 i 1 0 12 ·min -4.52 15 0 2 I -9.72 14 0 0 I 1 i 0 1 I 13 N22 max 7.17 14 65.93 21 4.64 9 0 0 ! 1 0 14 1 min -6.04 15 0 2 ! -5.82 18 • 0 0 1 i 0 1 I

15 N19 ~max 7.5 14 29.68 8 I 4.58 9 ' 0 0 1 I 0 16 'min -4.22 20 0 2 -4.8 18 ' 0 0 I 1 0 1 I 17 N25 max 9.41 14 132.19 14 • 5.61 9 0 0 0 18 I , min -7.39 15 0 2 I -8.09 18 i 0 1 0 I 1 0 1 I

! 19 N21 !max 5.13 14 33.99 14 . 4.97 9 0 0 0 20 min -5.93 15 0 2 i -7.22 18 ! 0 1 0 ! 1 0 1 I 21 N23 max 9.05 14 99.54 14 ! 5.61 9 i 0 0 I 1 0 22 ! min -6.12 15 0 2 -8.09 18 • 0 0 ' 1 0 1 I 23 N20 max 9.4 14 33.79 8 5.47 9 0 0 I 1 0 24 min -4.62 20 0 • 2 -7.69 14 0 0 i 1 0 1 I 25 N29 !max 13.23 20' 73.83 i 21 32.38 14 0 0 I 1 0 26 ; min -13.57 14 0 I 2 -29.28 20' 0 0 i 1 0 1 I 27 N32 :max 32.07 20 261.23 ! 11 • 58.39 14 0 0 1 I 0

1 I 284.81

28 I 'min -28.65 14 0 7 i -61.82 20 I 0 1 0 I 1 I 0 1 I I 29

30 N33 ·max

! min 32.52 -24.82

20 19

' 19 0

50.31 7 i -62.53

14 0 0 1 I 0 0 20 0 0 I 1 '



Envelope Joint Reactions (Continued)

May 14, 2014

Checked By: __

--- - -~~ -··-· max" 1Xi'~k- ~g-r- 6i[~1 ···~~ l3[~k -it~ MXt-f1l - L1G1 MYiHtL~C _MZ6'5::flLI L1C_ ,_ ~i- --- --- -minl-~12.~8 --171 --o-- -----2 -~jo:T7_2_6_, ____ o _____ 1 ___ o _____ f r--0------1--1

1-it ··----~~-----~j~l--=~~~·-·-~1~Q6 ___ 1-----±~~-·~·· ,- --%----~----}-·-~------+-----+1 I--~~ - ~------ ~\~ t.~~----~ ~- :--~2-~2~ ·· 2f- ~~~ --;-~- ---+- -+·----%-----ti---%----- -t-1 :--~~ ___ N~L---~j~--~~~-- ~}--'.lii~9_7__261 ---1~~ -~~----~-- i- - -~-- .,+,---%----h 1-fo·--- -~~ ---~~ =~:·~4- ~ - ~%-8- ---}- --±f9- -~ ---g------~ ·--g-----,-}-,----g--- -~--l

r-1t-------~-----~- -~9---~-}- 1Qa~ T-=~5-fo------%-----+ --%---~----+----h 11}-----l'M_O ----/~if~ -~~-:~~-1-6-- 25~3- ~-~ -%~~~~ fo --~ ----+ - -g ----~-,.----§-----c--~-1 f-~_N:i_1 __ ~~+-~%·~~ 1-t-- 2~--~ ~1~--~~--- g }--i----t~---g-----c-+l-fs--~---lH2 _ -T~ -~~--~-§- _l_:3_0IL_2fi---~~-~~ f ~---%---- ~ --+- ·-+T- -g---- ~ 11fi---tfil_--~\~~--~~-~%---42-Y----1~:~i6 -g-- -t---§---~:--%--+-1 i~ _____ ..NA1_ __ ~T~ ?fo-1~-~~ -2R~~Z_6- __ t--=~Wa-~-%----i--%- --+-~----g----t-1

I-~--- ~-~j~~-~+~~--*-~~~~i~~6-"--g----t--~-+--+- g ~ I

i-~----~Q__---~~-~~-fy--J~()~--f ~-~!3~---M -----%----+-- g --~---·--%-----h 1

1_2___ N47 mfl_x _ _j_p.47 _2_1 ____ 106~3-~__12 23.12 _ 2.L ___ JL . 1 0 _ 1 0 1 I 58 min -15.85 15 0 , 2 -20.21 14 ' 0 1 0 , 1 0 1

1 59 . N4~---~ max_ 28.86 21 224.86 7 46.31 21 0 . 1 0 1 0 11 I 60 min -23.1 15-o 6 -36.91 10 l-0--1----0-- 1 i __ 0 ___ 1

, 61 N49 'max 28.3 21 237.82 18 45.33 21 0 -~1- 0 1 0 1 62 , min -21.48 10 0 ' 8 -41.1 18 0 1 0 ' 1 1 0 1 I

I'_ 63 N50 mci.~ 14.27 21 _174.28 __ __Q_J__ 21.73 __ -11_;_ 0 1 0 1 0 1

64 'min -12.33 15 O 2 " -25.91 18 " O 1 O 1 I O 1 I i 65 ' N52 max 28.95 _ _1Q_---11Q,R~2_Q ~6 20 0 1 0 1 , 0 1 I 66 . min -29.02 14 0 · 2 -9.68 14 , 0 1 0 1 0 1 I •

1

_fil___ N54 1 ma_~ ___Q7.48 16 328.58 . 12 ,_ __ _A_L ___ ZJ4 ___ 0 1 0 1 ____ 0 ___ ~; 68 , 1 min -79.47 14 0 · 6 -9.68 14 0 1 0 : 1 1 0 1 1 1

'I 69 N57 ma~J9~_,_2Q_~23.29 _uJ __ 4.52 _ 20 ' 0 1 0 1 1

1

. 0 1 70 ', ·,min -86.78 14 0 " 6 . -9.69 14 0 1 0 I 1 0 1 I

1 71 N58 ~ max_~j_8___20 J60.01 . 21 1 4.55 _2-Q.L 0 1 0 1 ! 0 1 72 1 'min -45.05 14 O 2 -9.7 14 , O 1 0 1 1 0 1 I

'1·_.l3__T __ N64A m~x 5.37 _-18_ __ 68.02----0.Q_~ __ _rr_, 0 1 0 i 1 0 1 74 I min -5.3 20 0 2 i -7.18 18 • 0 1 0 1 ' 0 1 I f~_N65A

1max;_6....52__,_18__ 47.74 11 ' 4.17 _ _13_'. O 1 O , 1 1 O 1 '

76 ' I min -10.51 20 0 2 I -4.48 7 1 0 1 0 1 1 0 1 I _JJ __ , N66A max 5.6 13 ~)__J 19 • 3.92 13 1 0 1 0 ,_Lj 0 1 78 1 I min -7.28 20 O I 2 1 -4.7 18 1 O 1 O 1 1 i o 1 I

79 N67 .[max~_Z._2.a__ _ _jJL 33.33 21 3.92_11 0 1 0 1 0 1 _1 I 80 ' min -5.6 11 O 2 ! -4. 7 20 : 0 1 0 1 I 0 1 I i 81 N68 max 10.!;i_1 _J8___1_7.74__j_J]_J 4.17 11 0 1 0 , 1 0 1 . 82 I ' min -6.52 20 O 2 -4.48 7 0 1 0 ' 1 O 1 I

83 N69 ,_max 5.3 18 68.08 14! 5.29 11 0 _J_ 0 1 1 0 1 • 84 ·:min -5:-37--+20 O 2 1, -7.18 20 0 1 0 1 ' 0 1 I

! 85 N70 :max 6.69 18 36.47 7 ! 5.05 14 0 1 0 ~ 0 1 I 86 1 min -6.69 20 O ' 2 I -7.09 20 0 1 0 ' 1 I O 1 I

I at: N71 - _max 9.89 . ts 52.82 I 18 j .. 4.41 11 _c____Q_ 1 - 0 i 1 I 0 ___ 1_




May 14, 2014

Checked By: __

Joint X [IQJ LC Y [lbl LC Z fib] LC MX fk-ft] LC M.'r'l.15-ft] LC MZ [k-ft] LC r 88 ·-· - -----o-min i-~7.97-- 20 a- -- 2 --~6.35-20 ·--- 0---1-·--- 0-----1 ___ o _____ --:i-1

l~ ____ t-iI2___ ____ ~Tr~t--~~~~- ~-- _Nof'2 __ -22Q __ ff9--f~----~ -- --}- --{-- --,-}·---{-----ti 1-t}- ____ N7:3_ ___ ~~ --1·.~~--J~--79/6 __ ¥----~Hg- -~ -~- -- t---- g----r-{-----%----- ~-j-~- __ HZ~-- --r;,;~- ~1{t .... fa-- ~7-a _f----11§---{i-----~- --~-- ---g------+-· ---% --+1 l-9_Q_ ___ N}'Q_ ___ __JJl-2~- ___ gj)9 ___ J_~-- 3_Q._47_ __ 1_ ___ 5_.05 --~- __ O ____ __L __ __Q__ _j ______ 0 ____ 1 __ 1 96 min -6.69 20 0 2 , -7.09 18 , 0 1 0 1 0 1

~fa-----J'JLZ---~~ --~~~}-'-*~o-11__-·~-~~~ ~%:--- -§----+- g-----+-~--g----t-1 !-Mo-~_aQ_ __ --~f~- ~m--~--23t53 ---v-~--*4\--1-6-,--%---+----%------i -- -g-----+1 H~t-- --~~J __ -~ -2J.7st-+~--M~fil__ ~4-T!~·2l-~~,--%-- -+---%---1~ --%--~-1 H~t----~--- ;-~~ -~--iQ_ _ _4

8a5Q__ --1a_~~ ~~---%----+---~---~---%----+-1

; ~~ -~13:3__-~_· -::~~~~--'-1~_Al36'lit_ ___ 22°-j--*2~----~~-----%--··· --}---g---~+---~-rl-1 i-Ws-----1'l84 ____ /~T~ -~---{~- ~6~~QA -{Q -~--~~- - ---§-----+- g ~ g ~ I 1

:_1illl____l-ill_5 ___ max ~~ __ 1_Q_--2Q_3.53 13 39.1 16 0 1 0 __ 1_. __ 0 ___ ~1 110 '-min -60.77 14 0 6 -41.46 18 O 1 0 · 1 0 11 1

i-tH-- -~---~~---Ws~*--~6_11_ __ t-~~~~-*----g----+----% :+-t--+----rl-1 "

1

__ 1j_3___ _ __I-.IB.1__ 1rnax' _---5..~ ... 18 49.6 14 1 25.38 _1_7 __ 0 __ 1 o ____ 1 ____ 0 ___ 1 __

1

114 " min -5.34 20 0 2 -22.66 20 i 0 1 0 1 0 1 1 1115 N88 max 5.31 18 275.07 18 1 51.53 17 0 1 0 1 1 0 r+ I 116 -!mlil--_:-5~32-20~ 0 9 • -40 .19 15 , 0 --1-- . 0 1--1 ---: --0 --1 1 I

1

;_117 N89 max 5.32 18 _275.03 __ __,2Q__.Q1.53 17 0 1 0 ____ 1 ____ 0 ___ ~ 118' ---rrnln -5.31 20 O 9 -40.19 15 O 1 0 ' 1 0 , 1 1 ~9 N90 , max 5.34 _ ,--1§_ __ 49.6('_ 16 , 25.38 ___ _1L

1 __ 0 1 0 1 ~--0 ___ ~

I 120 I min -5.3 20 0 2 -22.66 18 ' 0 1 0 1 0 1 I

1

_12j_ ___ N91 ----:max 30.45 16 c---1.53.27 • 17 " 26.09 t4-_.9 ____ 1 _____ 0 ___ 1 ·, ___ 0 __ _1_1

122 •min -31.37 14 0 2 i -27.51 20 I 0 1 0 ~ 0 1 1

1

'_123 N92 max _ _fil_JIB._JQ__ 344.2_:3_ _;__1_9_ __ 42.54 _ 1___14_ __ 0 ____ 1__~_Q_-~_1---: 0 1 124 min -59.88 14 0 · 6 ·, -45.27 20 I_ 0 1 0 1 0 1 I

~ N93 ; ~f~ -~~--~~ ~ ~ 39~. 77 ~ ! -!~·.1~ -- ici 1 g ~ g --+,-- g +1 1

127 N94 I.max 20.4 ___ j_Q_ 140.64 __ _14__,__14.5 19 O 1 0 1 1 0 -~ 128 ! min -24.92 19 O 2 ! -21 20 I O 1 0 1 1 0 1 i

1129, N95 max 9.42 18 167.96 : 20 25.88 -~ 0 1 0 1 ___ O __ ~ 130 min -9.42 20 0 I 2 I -24.04 7 i 0 1 0 1 : 0 1 I

.Ll1_, ___ N9_6 ___ max __ 9.41 __ 18 188.92 7 J 51.84 17_] __ 0 ___ ,__L __ _Q_--r--1_-t- 0 1 132 I min -9.41 20 0 6 ! -42.93 15 : 0 1 0 1 1 I 0 1 I

1

1__133+-- N97 I max 9.42 18 188.92 7 51.84 17 1 0 1 0 1 1 Q 1 i 134 I min -9.41 20 0 I 6 I -42.93 15. 0 1 0 1 1 1 0 1 I l_13_5~_ N98 __ _Jmax _ 9.43 18 167.93 ; 18 I 25.88 17 0 1 O 1 0 ~ I 136 I ! min -9.42 20 0 I 2 ' -24.04 7 O 1 O 1 1 0 1 1

! 137 N100 max _ 24.92 21_ 140.61 , 16 I 14.5 21 I 0 1 ··--_Q_~: _j_i-__ O ___ r+ 138 I min -20.4 14 0 I 2 : -21 18 ·, 0 1 0 i 1 I 0 I 1 I

139 N102 !max 47~1.9____1Q_ 390.8 __ 8 35.19 16 1 0 1 ___ O __ LJ_ ____ 0 __ ,_1__1

140 ! I min -58.24 14 O 6 I -42.34 18 ! O 1 O • 1 O 1 1

141 N105 max 59.88 16 344.24 · 21 ' 42.53 16 I 0 1 0 1

• 1 0 1 142: : min -62.99 14 O . 6 I -45.28 18 I 0 1 O -+-t' 0 1 I

. 143 I N106 max 31.37 16 153.27 1

17 I 26.09 16 I 0 _j__ 0 ' 1 I 0 -~ 144 1 ; min -30.45 14 O I 2 i -27.51 18 1 0 1 0 , 1 O 1 I

RISA-30 Version 12.0.0 [I :\27800\27808\Structural\27808 Tripod Ballast Frame 1.r3d] Page 12

,-:, r: Company

~ ;~ ~ R ~ ~. f, Designer · .i r,: r'.: f' .. r I Job Number • .I "" ~ .... .,,,.,-:,. T E c " N o L o G 1 E s Model Name



May 14, 2014

Checked By: __

___ _ _ JoioL_ _ _ 1_ _X_[lb]_ __ LC_ __'(_[II:>]___ LC__ _Z_[lb]_ __ lC_ __ M~_[ls.-ft]__LC __ MY[l0t] _ _LC _MZJls.-ft] _ LC

i-145 ____ 1.oJ_als: ___ ,ma~ _1j03~Q_5 __ _1JL_~Q90.8 __ 5 ____ 9_E)4,9_4_ _ _j)___________ --------------~.---- ______ _ i146 •min -1103.63 6 238 2 -964.94 7

Envelope Joint Displacements Joint X finl LC Y finl LC Z finl LC X Rotation ... LC Y Rotation ... LC Z Rotation f. .LC

I 1 N3 max .02 10 1.45 21 .04 10 4.61e-3 20 5.65e-4 14 1.36e-2 21 2 min -.03 21 -.01 10 ' -.05 21 -2.19e-2 21 -2.99e-4 20 -4.02e-3 14 I

! 3 N11 max .02 15 .97 21 .04 10 7.94e-3 20 4.89e-4 15 1.49e-2 21 4 min -.03 21 0 10 -.05 21 I -2.37e-2 21 -5.77e-4 ' 18 I -1. 13e-2 14 I

I 5 N1 max .09 14 2.11 14 0 14 1.53e-3 14 4.67e-4 20 1.82e-3 17 6 min -.07 20 -.01 20. 0 20 -2.7e-4 21 -4.59e-4 21 -3.25e-2 14 I 7 N13 max .09 14 1.5 14 0 14 5.02e-3 20 1.05e-3 12 3.27e-3 20 8 'min -.07 20 -.02 16 I 0 20 i -4.55e-3 21 -8.94e-4 13 i -3.52e-2 14 I

I 9 N2 max 03 14 1.51 20 .07 20 2.02e-2 '20 2.73e-4 21 . 1.15e-2 20 10 min -.04 20 -.01 19 -.06 14 · -4.11e-3 21 -4.7e-4 14 I -4.27e-3 14 I

; 11 N15 max .03 14 1.07 20 .07 20 2.19e-2 20 7.83e-4 17 1.29e-2 20 12 1 min -.04 20 -.01 11 I -.06 14 · -7.23e-3 21 -1.02e-3 6 -1.13e-2 14 I

i 13 N16 .max' 0 15 1.14 21 0 14 2.56e-2 14 1.2e-3 21 • 2.26e-2 21 14 ' min 0 8 0 10 0 9 I -1.98e-2 21 -1.21e-3 14 ' -2.56e-2 14 I

I 15 N17 :max 0 15 1.67 14 . 0 14 1.37e-2 14 1.62e-3 21 2.46e-2 21 i 16 , min 0 8 0 16 0 20 ; -5.58e-3 21 -2.32e-3 14 I -3.92e-2 14 I ! 17 N18 ·max 0 15 1.81 14 I 0 14 . 5.85e-3 20 2.01 e-3 . 14 2.63e-2 20

18 •min 0 8 0 16 i 0 20 -1.06e-2 14 -2.16e-3 I 20 -4.18e-2 14 I 19 N19 max. 0 20 1.22 20 0 18 • 2.15e-2 20 2.49e-3 14 ' 2.31e-2 20 20 min 0 14 0 8 ' 0 9 -2.5e-2 14 -1.63e-3 20 1 -2. 73e-2 14 I

I 21 N20 max 0 20 1.2 20 0 14 2.91e-2 20 1.85e-3 20 5.61e-3 20 22 min 0 14 0 8 ' 0 9 i -2.45e-2 21 -1.38e-3 • 14 ! -5.62e-3 13 I

! 23 N21 max 0 15 1.21 21 0 18 . 2.51e-2 20 9.43e-4 ' 15 . 6.96e-3 21 24 ·min 0 14 0 ' 14 ' 0 9 1 -2.85e-2 21 -1.25e-3 I 21 I -6.5e-3 20 25 N22 max 0 15 .96 ' 14 ! 0 18 : 1.84e-2 20 2.82e-3 14 I 2.6e-2 20 26 ! min 0 14 0 21 : 0 9 i -1.67e-2 14 -2.19e-3 ' 20 i -4.03e-2 14 I 27 N23 ·max 0 15 .74 16 ' 0 18 I 2.95e-2 20 7.09e-4 ; 20 . 6.47e-3 16 28 ' min 0 14 0 i 14 I 0 9 I -2.9e-2 21 -1.03e-3 • 17 I -3.2e-4 8 I I

I 29 N24 I

0 15 .88 ' 14 ; .01 14 1.78e-2 14 1.14e-3 I 21 ! 2.43e-2 21 ' 1max 30 min 0 14 0 20' 0 9 I -1.74e-2 21 -9.19e-4 ' 14 ! -3. 76e-2 14 I

I 31 N25 max• 0 15 .74 ' 16 i 0 18 i 2.95e-2 20 7.09e-4 · 20 I 6.47e-3 16 32 i min 0 14 0 14 ! 0 9 I -2.9e-2 21 -1.03e-3 ! 17 I -3.2e-4 8 I 33 N26 1max 0 15 .98 I 14 0 14 I 1.78e-2 14 1.14e-3 I 21 1 2.43e-2 21 34

I •

0 8 0 : 20 ! 0 20 I -1. 7 4e-2 21 -9.19e-4 r 14 I -3. 76e-2 14 I 1 min i 35 N27 :max 0 15 1 06 14 I 0 14' 1.84e-2 20 2.82e-3 14 2.6e-2 20

36 i min 0 8 0 ! 21 ' 0 20 ! -1.67e-2 14 -2.19e-3 : 20 ! -4.03e-2 14 I : 37 N28 max .18 14 1.22 i 20' .15 20 I 1.92e-2 20 9.3e-3 , 14 i 1.29e-2 20

38 ! I min -.1 20 -.01 11 i -.1 21 i -1.64e-2 21 -6.57e-3 : 21 : -2.82e-2 14 I ! 39 N29 rmax .01 14 1.38

1

20 I .03 20 I 1.96e-2 20 2.24e-3 ', 14 1· 2.08e-2 20 40 'min -.01 20 0 21 ! -.03 14 I -1 . 55e-2 14 -2.31e-3 1 20 I -1.9e-2 14 I 41 N30 !max '16 14 1.15 21 i .1 20 1.8e-2 20 7.27e-3 : 20 1.23e-2 21 42 I min -.09 21 -.01 ' 10 i -.13 21 -1.84e-2 21 -9.76e-3 ! 14 ! -2.87e-2 14 I

i 43 N31 ' .24 14 1. 71 ! 14 I .1 20 1 1.69e-2 20 6.8e-3 , 21 ! 1.19e-2 20 max 44 I

1 min -.12 20 -.02 8 I -.09 21 I -1.59e-2 21 -7.25e-3 20 I -3.21e-2 14 I i 45 N32 max .03 14 1.49 I 20 .06 20 ; 1.94e-2 20 1.22e-3 , 11 1 1.56e-2 20: ' 46 I 'min -.03 20 0 •, 11 -.06 14 I -6.6e-3 14 -1.64e-3 1. 20 I -9.5e-3 14 I

47 N33 1 max .02 19 1.49 20 I .06 20 2.3e-2 20 1.57e-3 : 20 8.44e-3 20 i

48 I i min -.03 20 0 "19 : -.05 14 1 -8.28e-3 21 -1.96e-3 ! 14 •, -1.95e-3 14 I

49 ' N34 I max .01 17 1.37 I 20 I .03 20 i 2.69e-2 20 2.36e-3 20 I 5.6e-3 20;

50 r min -.01 20 0 ! 14 : -.02 19 I -1.66e-2 21 -2.05e-3 1 14 I -3.79e-3 13 I



Envelope Joint Displacements (Continued)

May 14, 2014

Checked By: __

_ ,J_oinL X [in]__ LC Y [in] LC Z [in] LC X Rotation ... LC Y Rotation ... LC Z Rotation [ ... LC '51 N35 max ___ -04 14 i9 --14 0- ----14 --1.21e-2-]1-4, 1.lle-3-20 1.5e-2 - :ff-L52- -------- -- -min·-- -=-o3 ___ 16-- --o-- --9-- o -20~3~81e·:3 ·21-=2-:ss-e:3-~-=i6se=-2-141

1--fr--N~--.~~--=C%~--~t-- 2 ·g7 ;6-----%-----~~-' ~-~7~~~3 -}~ ---1rW~~-ff·-~3~~~~-rfh 1-~-- __ filI___ ~j~- ~~-- -;6- -----11--1~;~ ~ .. -To-~8f~ -t%- ~;-~~!~}-·i64_ =53~~~~2- ~l ,_'Q]__ ___ N38 __ ...DJ_C32< ____ 04 ___ _1_4_ __ .i_9_8_ __ __j~ ______ O ___ 1_4_ __ ti8e-3 20 _2_.79tl_H_ ___ J.Q1~-.2 29_

1 i 58 min -.03 20 0 7 O 20 : -9.06e-3 14 -2.03e-3 20 -3.81e-2 14 1

]--5_9_____ N39_ __ max __ _m ___ 1_~ __ J.35 _---2.1 _____ ~Q2_ _ _1Q _ _j .7e-2 -~2Q __ 1Jm.~i ___ 1_Q_ __ 7.46e_-]___ _2~ I 60 min - 01 21 0 14 -.02 21 -2.71e-2 21 -1.67e-3 21 -4.04e-3 12 ,

~}----l'H_O __ ~~j~ ~~--- -f}---1a4±_____~5:--~:%}-- ;~ , ~:/4~e~~2 -f~-~~~~if-3*-=12°163e~~3 ~1-1 I-~}---- N-41---~~--~:%~----}~ --1a4Q_ ___ fci ;- ~~'b- .. ~-r-:.Lftf~* :1/022~--ff--}&2~-f-.h !-~{----~----,~~- :.~- ;~ _ _iJJ -~~---~%~ _ ;~, _\69~e~~ -;~- ~~~~ ~5--~.1~~-r-fu 1

_6_7 ___ N43 _ m~x_ 02 __ H_ ___ -~9 ___ 20 ___ ,_0_3 ___ 20 _ 1.85e-2 20 2~34e-3 _ _1.1, 2.31e-2 _2_Q_1 68 min - 01 20 0 13 : -.04 14 -8.89e-3 14 -2.36e-3 20 -3.1e-2 14 1

I, 69 __ ___N41 ___ maxc-------'Q:i_ __ JA_ __ 1.04 2Q_ .06 20 2.01e-2 20 1.55e-3 ~1L_J,l4~-2_ 20

70 1 min -.03 20 0 9 -.06 14 -5.17e-3 21 -1.38e-3 120 · -1.87e-2 "14l i-~t- ___ N~-- 1 ~ -~~W3 J6- -~- - ~-~-~ -- -~%~- -~~~:~~ ~~ -~~~~~3 ~~ -i-~~7~~~ ~~ ·1

1___n__ N4Q_ __ m~x _._QJ ___ _1]_ fil __ 2Q_,_ .02 _ 20 2.79e-2 20 2.38e-3 20 6.99e-3 16l 74 ! min O 12 O 6 -.02 171 -2.09e-2 21 -2.2e-3 14 ! -1.51e-3 14 _]~---- N47 max ___ .Q2 __ 15. ___ .8_3___ 21

1 .02 14 , 1.03e-2 14__ 1.73e-3 ~-2.L. 2.16e-2 21 I

76 min -.02 21 0 12 -.02 21 I -1.93e-2 21 -1.27e-3 7 -2.89e-2 14 __ ll_~ __ ---1'M..8_ __ 'max ____ ~ __ _1Q_~-- 21 .04_ 10 5.94e-3 20 1.05e-3 2_1_,_J.75e-2 21

78 'min -.03 21 O 7 , -.05 21 1 -2.2e-2 21 -9.81e-4 · 18 -1.75e-2 14 I i_BL, N49 , max .02 __ _j_Q_ __ ~~P ____ -21___ ~Q~ ___ J8_1 1.26e-2 20 8.28e-4 . 15 ! 1.2e-2 21 I 80 , ·min -.03 21 O '18 ! -.05 21 : -2.51e-2 21 -1.17e-3 1 21 -7.65e-3 14 I

11 _ _ai_ ___ _N_5_Q__ __ ~max _ _,_Q.1___ _ _j_Q. .88 21 .03 -~ 2.15e-2 ___ 20 1.42e-3 --~ 8.14e-3 16

82 1 1 min -.01 21 0 6 -.02 17 -2.74e-2 21 -1.72e-3 1 21 I -2.37e-3 14 I i 83 N51 ma_x• __ .02 15 1.22 21 1 .04 10 i 6.31e-3 _-2.Q__ 3.82~£ 14

1

1.42e-2 ~ 84 i min -.03 21 -.02 10 ' -.05 21 -2.28e-2 21 -2.92e-4 · 15 , -7.81e-3 14 1

!

__ illi..._ ___ N52 max .03 _11_ ___ 1_2_Q__H_-l--__ 0 __ __.11_1

1.47e-2 14 J.79e-3 20 · 1.58e-2 21 86 : min -.03 16 0 20 . 0 20 1 -1.46e-2 21 -2.88e-3 , 14 · -3.66e-2 14 I 87 N53 1max .09 14 1.81 ;14 0 18' 2.85e-3 20 1.99e-4 9 2.e-3 20

88 ·min -.07 20 -.02 16 i 0 9 i -2.6e-3 21 -2.45e-4 I 15 ' -3.38e-2 141 89 N54 ~--- .08 14 1.46 14 O 14 ~ 7.21e-3 14 2.31e-3 20 ; 7.3e-3 21 90 'min -.06 16 0 12 0 20 · -8.7e-3 21 -2.37e-3 '1 14 1 -3.57e-2 14

it N55 --+~----t---+----t-----; ~ : ~ ~ i ~ ~ ~ ~ 1 ~------h : 93 N56 1max .03 _1_4_ __ 129

1

20: .07 20J_ 2.1e-2 20 __ 2.83e-4 6 _ 1.22e-2 20 I 94 I min -.04 20 -.02 1 11 -.06 14 i -5.7e-3 21 -2.37e-4 ' 8 I -7.96e-3 14 I j_--9..5_~-- N57 __ max __ .09 ___ _1.1 ____ 1.48_;_14 • 0 14 · 9.47e-3 20 1.58e-3 __ \ 14 7.83e-3 20

96 ' i min -.07 20 0 ! 13: O 20 I -4.88e-3 14 -1.7e-3 • 21 I -3.62e-2 141 _Jj]__,__filL_' max __ .05 ____ _j..4__1.32 _---+~ 0 14 , 1.56e-2 20 2.83e-3 114 i 1.69e-2 20 i

98 lmTil -.04 20 0 ~ 21 0 20 : -1.27e-2 14 -2.24e-3 ! 20 I -3.82e-2 14 i 99 N59 max 4.06 14 .64 : 14 i 2.46 20 3.32e-2 20 6.71e-3 i 18 1 3.18e-2 16 ·

1o01-· , min -1.88 16 0----; 5 I -2.34 21T -3.2e-2 21 -6.55e-3 1~5.44e-2 14 I 101 N60 ~,max .28 14 .64 14 I, .17 20 i 1.86e-2 20 6.71e-3 18 1

• 1.05e-2 20 102 • ! min ------=--14 20 O 5 -.16 21 1 -1.74e-2 21 -6.56e-3 ! 19 I -3.02e-2 14 I 103 • N61 1max 1.46 14 .64 14 I .89 20 2.27e-2 20 6.71e-3 ~ 18. 1.55e-2 20 104 i 1 min ~58- 20 0 5 -.83 21 -2.15e-2 21 -6.55e-3 119 i -3.73e-2 14 I 105 N62 I mci~--6~0._Q_ __ _jA_ ___ .61-_ _j 14 3.69 20 ! 3.47e-2 20 6.71e-3 I 18 1 3.33e-2 16 106 ---r;;;'in -3.06 16 0 · 5 -3.53 21 I -3.35e-2 21 -6.55e-3 I 19 i -5.58e-2 14 I

. 107 N63 I max 3.04 14 .64 _J 14 . 1.85 20' 3.1e-2 20 6.71e-3 : 18 I 2.89e-2 16


~ r: Company JP' ~.ill ~ ~ ~ (.'. f.., Designer

.,. r'. F r :s - Job Number a,.i1.,.. a. .. •i,; "'ModelName TECHNOLOGIES



May 14, 2014

Checked By: __

,--:-::;:··---_Joint ____ ,- __ _l(_J.in] __ LC Y finL ~ ZJ.in.l_ .. l_G_XBoJation .. , LC Y Rg@tio~_l._Q __ ,Z:_Rotat.i.Qo..L,~ • 108, min -1.32 20 0 5 -1.75 21 -2.98e-2 21 -6.55e-3 19 -5.14e-2 14 i

'_1_09 ___ N64__ _max 1.46 14 .56 21 87 20 2.27e-2 20 6.71e-3 18 1.55e-2 20 110 --min --.=-_55 ___ 21 ____ a---- 5 ----.82 ___ -21 ~~15e-22_1_--=5.55e~3~19T::-3.?3e=2--141

_1_1_1,---___ t-JQ.5_ ___ m_9_L __ 14-5. ___ H ____ ._5_9_ __ 2..Q .87 ____ 2L22.Ze-2 20 ___ 6.71e-3 __ 1_8 _ _j~t;i_5e-2 __ _2_Q1 112 'min -.6 20 0 5 -_82 21 -2.15e-2 21 -6.55e-3 19 -3.73e-2 14,

H~-----~_Q_G ---~:--~~ -}6- -~~oz--¥·-~~-----~--~~~-* ~:5~~~3 · ~--}-~~~5~-il1 1-Ht,---~-Q___ --· :~-1 - i----- ~----~Q ----f--~~~ -~~ · --~!~:~}-- ~1-1~~~4~--~~~~----+~-1 l_1_1l__ __ N59A _ _m __ c:i)(_ ____ O ____ 20 ____ ._8 __ 3__ __11____ _.Q_Q__ __ _1_5___;_7.75e-3 _c..14_ _ _1.23e-4_12__ __ 8._a5e-3 _ _j_Q_ 1118 •min 0 18 0 7 ' -.06 17 -2.51e-2 17 -4.23e-4 10 -8.85e-3 14-l j_Uf.l _____ N4_ _____

1 m~_)(_ _____ ~QL_ __ JA ___ 1_&5__ __ __18___, ~-- _18 ___ Ul __ Q~_::2 ___ ~j__8_ A..a8_e_:-LJ_Q .. _3 67e-3 _ 20

· 120 min -.06 16 -.01 16, -.04 16 · -1.37e-3 19 -4.04e-4 17 -2.19e-2 14 -I _12J ___ NQ_1_8__ _J]l_Cl~- _.QI__ 14__ _____ 1.18 _____ R, __ ~- _18__ ___ 1.55e-2__ Ja_,_Jjj_e-3_ __ 8 __ LQ?e-3 20 122 min -.06 16 -.01 21 1 -.04 16 1 -4.88e-3 17 -7.25e-4 9 ' -2.41e-2 141

_j_;2_l_ __ ____l.lli__ ____ max _____ ~0-9_ _ _1_4__ _L(35 __ 2._0 ____ _J)_B ___ _2_Q __ 1.45e-2__2._Q_ 4.04e-4 17 __ 2J9e-2_ _ j__6 1124 min -.07 16 -.01 · 14 -.04 14 •, -1.37e-3 21 -4.88e-4 14 ·, -3.67e-3 181

IU25 __ f\i_Q_3A_ __ __DJ_fl_)(__~Q(3 ___ j 11__ ___ 1.17 ___ ~--~_r2-Q__,_1.55e-2_ 21)_ 7.25e-4 9 2.41e-2 16 126 min -.07 116 -.01 19 -.04 14 -4.88e-3 17 -1.11e-3 6 -7.57e-3 181 !~! _____ tJ_64A _____ max __ O _'_2Q_ ____ 1 __ ~- ___ O ___ J_a_,__2._81e-2 __1_8_ U3e-3 17 8.33e-3 ~--Il I 1L8 min O 18 0 , 16 0 13, -2.5e-2 17 -1.16e-3 18 • -9.76e-3 14 U.29_____N656_01ax~~Q1__ __ 20 _ ___1_,]_9._ __ __H ____ _Q_ _____ L_, 2.59e-2 18_1.39e-3 ~16 _1.63e-2_ __ 17 1130 ·,min 0 18 0 11 ' 0 13 1 -1.51e-2 17 -1.94e-3 ·14T-2.11e-2 141

l'J-31___ N66A : max __ 0 ____ 2__0 __ 1.41 ___ 18_. _____ o ____ rn_-c-_~2§_:Q___1f2 __ U3e-L_1_4~ _2.84e-2 20 ' 132 , min O 13 0 , 19' 0 13 • -9.17e-3 16 -2.31e-3 16 • -3.3e-2 14 133 N67 max O 11 1.41 20! 0 20, 9.2e-3 20 2.31e-3 14 3.3e-2 16

··13-4 ------i-mirl ___ o ____ 18_ 0 '21 o----11"i -9.17e-3 14 -1.73e-3 I 16 I -2.84e-2 18 135 N68 'mCJ_)(__O __ 20 1.39 16' 0 7 2.59e-2 20 1.94e-3 16 2.11e-2 16 136 , min -.01 18 O .-"'13' O 11 i -1.51e-2 17 -1.39e-3 i 14 I -1.63e-2 17

, 137 N69 max O 20 1 17' 0 20 2.81e-2 20 1.16e-3 i 20 9.75e-3 16 11-~- , min O 18 0 '14 - 0 11 1 -2.5e-2 17 -1.13e-3 17 1 -8.33e-3 17 I 139 ______ N70 _ 'max __ O ___ 2Q__ .82 20 I 0 2_Q_ 4.44e-3 18 2.34e-3 ___ _ia_, 3.41 e-2 20 ' I 140 1 1 min O 18 O 7 O 14 i -3.74e-4 15 -2.34e-3 '20 i -3.41e-2 18

1

1141 ___ tJ_7_1 ___ ' max_ O 20 .87 1Q.+___ ___ Q ___ _2_0 2.78e-2 20 7.45e-4 '16 . 1.85e-2 20 142 1

, min O 18 O 18' O 11 : -2.39e-2 17 -9.48e-4, 19 I -1.08e-2 17 :143 N72 lmax O 2Q__1---~-,~---__Q__- 18_ 2.78e-2 18 9.48e-4 '21' 1.08e-2 17 144 1 1 min O 18 O '20, O 13, -2.39e-2 17 -7.46e-4 141 -1.85e-2 18

, 145' N73 :max O 20 .8 16 0 20 2.78e-2 20 7.45e-4 : 16 1.85e-2 20' 146, : min O 18 0 '18 · 0 -11 '-2.39e-2 17 -9.48e-4, 19 i -1.08e-2 17

1147. N74 ~max __ _Q__ 20 .87 14' 0 __ _1_8_1

2.78e-2 18 9.48e-4 I 21 1.08e-2 17 148 I 1 min O 18 0 '20 ' 0 13 1 -2.39e-2 17 -7.46e-4 '14 I -1.85e-2 18

1 149 N75 !max 0 20 .82 . 18 0 18 4.44e-3 18 2.34e-3 i 18' 3.41e-2 20 1

1--~-------rmin ___ o __ ,Ts o ----ry-1 o 16 I -3.74e-4 15 -2.34e-3; 20 I -3.41e-2 18 '__1_5_1, __ N76 1 max· .16 14 1.33 16 1 .1 20j 1.33e-2 20 7.63e-3 i 18' 2.27e-2 16 152 • 'min -.17 16 -.02 i11-' -.11 17 I -1.63e-2 17 -6.17e-3, 17 I -2.04e-2 14

--1.Ql_r-- N77 max .03 14 1.55 J 20 I .02 _20 I 8.83e-3 20 2.22e-3 . 14 , 2.99e-2 16 154 I min -.03 16 0 5 ' -.02 14, -5.07e-3 14 -2.42e-3 1 16 l -1.89e-2 18 155. N78 I max .1 14 .99 17 .08 18 1.29e-2 18 8.08e-3 :. 20 I 1.91e-2 16 156: I min -.1 16 -.02 7 -.14 17 1 -1.93e-2 17 -8.08e-3 i 18 i -1.91e-2 14 157. N79 ;max .17 14 1.33 '14 1 .1 181 1.33e-2 18 6.17e-3 1 17· 2.04e-2 16

1581 irnin~ -.16 16 -.02 13 • -.11 17 i -1.63e-2 17 -7.63e-3 '120 I -2.27e-2 14 , 159' N80 I max .06 14 1.64 , 20 .04 20, 1.15e-2 20 1.32e-3 ' 6 ' 2.52e-2 16, 1160 min -.06 16 0 I 11 i -.04 14 1 -1.31e-3 21 -1.71e-3 : 16 ' -8.85e-3 1181 1161 N81 'max 05 14 1.63 16 , .04 20 , 1.87e-2 20 1.62e-3 1 16 2.06e-2 16 ". I 152, •min ~.06 16 0 i 14' -.c~141 -3.72e-3 17 -2.e-3 I 14' -3.69e-3 17 i 163 N82 max .02 6 1.53 : 16 I .02 20 : 2.38e-2 20 2.46e-3 1 16 : 2.e-2 16 i

164 I I min -.63 16 O I 18 i -.02 14 I -9.55e-3 17 -1.92e-3 '14 I -9.91e-3 17

RISA-30 Version 12.0.0 [1:\27800\27808\Structural\27808 Tnpod Ballast Frame 1.r3d] Page 15




May 14, 2014

Checked By: __

Joint )(. [in] LC Y_[io]_ _ LC Z [in] LC X Rotation L~ 'r'_Bot<lti_on_ . _JJ~ . .ZJ~otatipn_[_ LC_ iJ~5- - __ N83 --=~ I maxf - ~_Q_3_ __ J4--r::__j_5:3.__ _1_4__ .02 - 1 18 2.38e_:-:r .. 18 1.92e-3 16 9.91 e-3 17 I 166 I min -.02 8 0 20 -.02 15-:---::.9.55e~3-- 'ff--=-i46e=3 -14 T-=-ie=.2 ____ 14-i

1

1 1166

78

____ N84 ----·•mma1

nx __ . __ .. P065

__ 14 1.63 14 _JM___ 18 1.87e-2_ J _ _a _ ___2_,e-] ___ ~_]j;3_9~~JL _1_6_ 0----15;- -.03 16 • -3.72e-3 17 -1.62e-3 14 · -2.06e-2 14

H#-______ ti@ __ , --~~~- -~~~ _* ____ _1t5--_ _js8_ ~-1~--- -~~~~3~~- 5~~3--~~--· -~ 8999~~2 I~

Hf~----~JiZ ____ :~-T~---···~---1~--t63 --+f-- -=~--f~ -i.·~~~~2 *~~~~e~3 }9 :7~3- ~i 1175 N88 max 0 20 1.24 17 .04 15 1.09e-2 16 9.99e-4 15 5.32e-3 16 1176_______ min _____ o ___ -18 ___ 0 ____ 18~ -=~-17--=-2.348-=2 1i -~1.158=3117--i--~3.53e-3 ···1·f]

Hft ___ t-!a_9 -- ~~'--·--%--- -~~- --1t4 - 1~-;- -=~%~--- ~~--±~i -#---~9~~--+~, -?5~3~~~3 ~-11

Wo-, N9

o : ~~~-· ~- ----f-~- -~4-·--*-----=~3-- -l~,-~~2-#- =\·~a~* :7~9~e~~ ~~-I f fil,--J'i9

j__ -,~!-~.i~---+i _l~~ -f-~ - ~:~-4~--~5~~3-* ~~58~~3 ~ci ,- ~.~~~~ ~~I 1

183 ,. __ ____N9_2 _____ max __ .OB __ -1.4 1.15 20 .05 _ .2.Q__JJ5e-2 c2Q_. 1.6e-3 ~...19_-_£.n_e-2 16 184 • min -.06 16 0 19 -.04 14 -2.27e-3 17 -1.46e-3 16' -1.36e-2 18 I

J+~-: -----1i~3--~~-i--~%~--+ci -- 1~ ---~_g-+--~~1 -~~+-~9~~~~3 ~~ ~~3~e~~3 -·*r?ifs~~3Tfu 1

1_WL__ __ N94_ _ _ _m_a.x.i -~Q_2.__ , 19 1.06 _16-" __ .QL ___ 20 _12~Q..e-2 _2_Q_ _ _.2_.48e-3_

1

j_(L_1.93e-2 _ _1_q1

, 188. min 1 -.02 16 0 14 -.01 19 · -1.78e-2 17 -1.96e-3 14 ! -5.6e-3 17 !_1_8_9 __ . N95 _.___ITl9X l~_Q_ ___ 20 1__ • 72 ___ _1_7_

1 _ __J2£_ __ 7 __ U~;3e-2 -1.B __ 1.63e-3 17 7.54e-3 _fl_

I 190 . min O 18 0 20 · -.03 17, -2.44e-2 17 -1.26e-3 15 • -1.56e-2 141 J 191 N96 max ___ J) ____ 2_Q ___ __j2_2._ _ 17 .04 -~. 1.1 e-2 14_ 1.05e-3 , 17 __ 6.83e-3 16 1 192 min O 18 0 7 , -.05 17' -2.49e-2 17 -7.13e-4 '10 -1.12e-2 141 193 N97 1 max 0 20 .82 17 .04 15 1 1.1e-2 16 7.13e-4 12' 1.12e-2_ 16 194 • min 0 1-8- 0 7 -.05 17---2.49e-2 ·:,-7 -1.05e-3 T17T-6.84e-3 -141

, 195 N98 ·max O _ 20 __ _iz__,_17_' _ _._Q2__ 7 , 1.83e-2 __ 2.Q___126e-3 15 1.56e-2 16 196' : min O 18 O · 18' -.03 17 -2.44e-2 17 -1.63e-3 17 ' -7.54e-3 17 I 197 ~N99 max 0 __ 2._Q_ _ ____lQ~-- 17 ' .05 __ 1.5_

1_ 7.55e-3 ..H_. _ 3.74e-4 18 _Q.51e~ ___ 16

198 i i min 0 18 -.02 7 -.06 17 -2.41e-2 17 -3.74e-4 1261 -6.51e-3 ·141 _199 N100 _ .max _ ___,.Q2_ __ ,_14_ ___ _1_...Q_6_L.~~- 18 2.56e-2 18 1.96e-3 16 5.6e-3 17 2oor- ! min -02 21 o · 16' -.01 21 '-1.78e-2 17 -2.48e-3 14 1 -1.93e-2 141 201 N101 max 07_14 1.41 18 .. 05 _ 18, 1.5e-2 ,_18_ 2.56e-4 !11 5.67e-3 20 202 I , min -.06 16-~:-2~---:::04-- 16\..2.878-3 17 -3.02e-4 ! 20, -2.3e-2 14 I

I. 203 N102 max .06 14 1.17 14! .04 18 2.01e..:2 18 2.38e-3 I 16' 4.98e-3 20 204 ! •min -:::05 16 ··· O 8 1 -.04 - 16 i -9.68e-3 17 -2.04e-3 • 14 !- -2.19e-2 14 I

I 205 N103 'max 0 1 0 1 0 1 0 1 0 1 0 1 1206' I min --·---a-·-1---0--~-- 0 1 : 0 1-·-a-·· 1 0 1 I

1

_207 N104 max .06 _,J.4__1_.4_1 __ ' 20~ .05 20' 1.5e-2 20 3.02e-4 18 i 2.3e-2 _ 16 208 1 i min -.07 16 -.02 19 1 -.04 14 I -2.87e-3 17 -2.56e-4 1 13 : -5.67e-3 1181

: 209 N105 Jmax .06 14 1.15 18, .05 18 • 1.15e-2 18 1.46e-3 14 I 1.35e-2 20 r 210 ! min -.06 16 0 --:z11--=:o4- -16 i -2.27e-3 17 -1.6e-3 ! 21 i -2.72e-2 141 ! 211 N106 , max .03 14 1.03 : 18 .03 18 ! 6.57e-3 18 2.48e-3 ,~ 2.45e-2 20 : 212 I I min -.03 16 0 ·~ 17 · -.03 16 1 -1.35e-3 19 -2.45e-3 16 1 -3.14e-2 14 I I~ N107 , max 3.08 _ _14 --~ ! 14 1.77 18 _1 2.61e-2 18 4.68e-3 '18 1. 4.41e-2 16 214, min -3.08 16 O 5 , -2.6 17 -3.78e-2 17 -4.69e-3 I 20 I -4.41e-2 14 I 215 • _N108 max .22 _14_ _ __.2.L_~ .1 18-t 1.17e-2 18 4.68e-3 ! 18 2.03e-2 20 · 216 • : min -.22 16 0 ' 5 i -.17 17 1 -1.73e-2 17 -4.69e-3 · 20: -2.03e-2 18 I 2171, N109 :,max 1.03 14 .51 ,14· .57 18 1

1 1.57e-2 18 4.68e-3 18 1

, 2.72e-2 16, -21s;- i min -1.03 16 0 5 -.86 17 ! -2.31e-2 17 -4.69e-3 • 20 1 -2.72e-2 14 I 219 1 N11 O i ma~ __ __A,l_ __ M_ .51 14 2.75 18 I 2.77e-2 18 4.Q.8.e-3 j_1_8_( 4.56e-2 16 220 I !min -4.7 16 O ! 5 -4.01 17 I -3.99e-2 17 -4.69e-3 '20 I -4.56e-2 14 I

l221_~ __ N111 max 2.26 14 .51 14J L29 18 • 2.4e-2 18 4.68e-3 I 18' 4.11e-2 16,





May 14, 2014

Checked By: __

Envelope A/SC 14th(360-10): LRFD Steel Code Checks Member Shaoe Code Check Locfftl LC Shear C... Locfftl Dir LC ohi*Pn ... ohi*Pnt..nhi*Mn ... ohi*Mn z-... Cb Eon

I 1 M1 L2.5x2.5x3 .483 3.62 21 .087 3.62 v 14 6247.729192.4 .87 1.54 1.26 H2-1 2 M2 L2.5x2.5x3 .630 3.63 14 .083 3.63 v 20 6247.7129192.4' .87 1.52 1.22 H2-1:

! 3 M3 L2.5x2.5x3 .508 3.62 20 .090 3.62 v 14 16247.7'29192.4 .87 1.52 1.23 H2-1 4 M4 , L2.5x2.5x3 .627 3.62 i 14 .074 i 0 v 14 16247.7'29192.4j .87 1.51 1.2 H2-1 I

5 M5 L2.5x2.5x3 .557 , 3.63 14 .071 3.63 z 14 6247.7:29192.4 .87 1.55 1.3 H2-1 6 M6 L2.5x2.5x3 .755 ·3.63.14 .072 • 3.63 v 20 16247.7129192.41 . 87 1.49 1.15 H2-1 I

' 7 M7 LL2.5x2.5x ... .034 .49 10 .044 .45 v 14 43985 .... 58320 3.95 2.55 1.14 H1-1 b 8 MS ILL2 5x2.5x .. .042 .49 120 .044 .45 v 14 ~3985 .. •58320i 3.95 I 1.59 1.16 H1-1bl

I 9 M9 LL2.5x2.5x ... .054 .49 14 .049 .45 v 21 43985 ... •58320 3.95 1.59 1.53 H1-1 b I 10 M10 2x1/2 .028 : 1.35 12 .029 2.69 v 14 14514.22132400 .34 1.35 i 1.14 H1-1 b I

11 M11 2x1/2 .014 1.35 I 13 .024 0 v 14 451422132400 .34 1.35 1.14 H1-1 b 12 M12 : 2x1/2 .034 1.35: 6 .020 ! 2.69 v 20 14514.22, 32400 . 34 1. 35 I 1.14 H1-1 b I 13 M13 2x5/8 .170 .75 18 .161 0 v 14 23982 .... 40500 .53 1.69 1.32 H1-1 b 14 M14 ' 2x5/8 .188 ! .75 8 .116 0 v 20 123982 ... 140500 I .53 1.69 1.32 H1-1bl 15 M15 2x5/8 .176 , .75 11 .157 0 v 14 123982 .. :40500 .53 1.69 1.32 H1-1 b 16 M16 2x5/8 .120 0 i 21 .275 I 0 v 14 !23982 ... J 40500: .53 I 1.69 I 1.65 H1-1bl 17 M17 2x5/8 I .149 0 i 14 .226 0 v 21 23982 ... 40500: .53 ! 1.69 1.67 H1-1 b 18 M18 I 2x5/8 .178 ' 0 14 .296 0 v 14 :23982 ... ,405001 .53

1

1.69 I 1.82 H1-1bl i 19 M19 2x5/8 .117 I 0 •20 .196 0 v 21

123982 . : 40500 .53 1.69 1.66 H1-1 b

20 M20 , 2x5/8 .114 1.5 i 21 .192 i 1.5 v 20 123982 . ..! 40500 .53 ! 1.69 I 1.65 H1-1bl I 21 M21 2x5/8 .220 1.5 i 14 .240 1.5 v 20 :23982 .. 40500 .53 I 1.69 • 1.67 H1-1 b

22 M22 ! PIPE 2.5 .451 . 3.06 6 .025 2.95 16 120554 ... ;507151 3.6 i 3.6 1.82 H1-1bl 23 M29 L2.5x2.5x3 .453 :3.63:17 .080 : 3.63 v 18 6247.7i29192.4i .87 1.54 1.26 H2-1 24 M30 i L2.5x2.5x3 .542 , 3.63118 .090 I 3.63 v 16 16247.7129192.4 .87 1.52 1.23 H2-1 I 25 M31 I L2.5x2.5x3 .542 3.63 I 20 .090 ' 3.63 v 14 16247.7'29192.4 .87 1.52 I 1.23 H2-1 26 i M32 I L2.5x2.5x3 .634 • 3.63 !20 .080 3.63 v 14 '6247.7!29192.41 .87 : 1.49 11.16 H2-1 I

I 27 M33 L2.5x2.5x3 .493 3.63 .18 .068 3.63 v 18 6247.7129192.4: .87 1.58 137 H2-1 28 M34 I L2.5x2.5x3 .634 I 3.63!18 .oso I 3.63 v 16 16247.7129192.41 .87 i 1.49 11.16 H2-1 I 29 M35 ILL2.5x2.5x. .037 .49 I 7 .041 .45 v 20 ~3985 .... 58320, 3.95 2.55 1 H1-1 b 30 M36 !LL2 5x2 5x .. .051 I .49 :20 .047 I .45 V 14 :43985 ... i 58320 I 3.95 I 1.59 I 1.15 H1-1bl

i 31 M37 LL2.5x2.5x ... .051 : .49 18 .047 .45 v 16 :43985 ... 58320 i 3.95 1.59 1.15 H1-1 b ! 32 , M38 ! 2x1/2 .031 , 1.35120 .024 I o v 14 14514.22132400 i .34 ' 1.35 i 1.14 H1-1bl

33 M39 i 2x1/2 .014 1.35 ! 9 I .019 0 v 19 14514.22: 32400 . 34 1. 35 ! 1 .14 H1-1 b 34 M40 I 2X1/2 .031 I 1.35118 .024 j 2.69 v 16 !4514.22132400 I .34 I 1.35 : 1.14 H1-1b I

! 35 M41 2x5/8 .161 : .75 7 .126 I Q v 18 :23982 ... : 40500: .53 : 1.69 ' 1.32 H1-1 b' 36 I M42 I 2x5/8 .184 ! .75 : 8 .124 I O v 16 123982 ... 140500 I .53 I 1.69 : 1.32 H1-1bl 37 M43 : 2x5/8 .184 ! .75 6 .124 0 v 14 23982 .... 40500 ! .53 ! 1.69 : 1.32 H1-1 b

38 M44 I 2X5/8 .110 ! 0 17 .245 : 0 v 1s ·23932 ... J405001 .53 i 1.69 i 1.65 H1-1 b I I 39 M45 2x5/8 .122 : 0 i 14 .199 I 0 v 17 23982 .. 140500 I .53 I 1.69 1.66 H1-1 b

40 ! M46 i 2x5/8 .183 i 0 ,20 .257 I O v 14 123982 .. I 40500 I .53 ! 1.69 i 1.67 H1-1 b I 41 M47 2x5/8 .122 0 i 16 .199 : 0 v 17 .23982 ... i 40500 I .53 1.69 1.66 H1-1b:

42 I M48 ' 2x5/8 .110 I 1.5 17 .245 ' 1.5 v 20 !23982 ... 140500! .53 ! 1.69 1.65 H1-1bl

43 M49 i 2x5/8 .183 1.5 : 18 .257 1.5 v 16 123982 .... 40500 I .53 i 1.69 1.67 44 : M50 i PIPE 2.5 .448 : 3.061 6 .025 I 2.95 8 ]20554 ... J 50715, 3.6 I 3.6 1.82 H1-1 b I

RISA-30 Version 12.0.0 [l:\27800\27808\Structural\27808 Tripod Ballast Frame 1. r3d] Page 17

ill Job: NY03XC189-E

1120 Dallas Street Project: 27808

Sauk City, WI 53583 By: TEM

RAMAKER Office: (608) 643-4100 Date: 5/14/14 &ASSOCIATES, INC.

Ballast Frame Analysis - Tripod RISA-3D Tripod Frames in Model 2

Sector Location All

Site Pro TRPD-HD w/o Mast Block Size 8x8x16 - Hollow

Tray Length 87in 7.25 ft Block Weight 35 per block

Tray Depth 18in 1.5 ft Allowable Blocks 8.7 per tray

Tray Area 10.875 sq ft

Base Footprint Area 71.2 sq ft 1 Tray 3 Trays

Frame Weight 1 354.9 lb Tray Pressure

Equip. Weight 2 157.0 lb Tray Blocks

Ballast Weight 3 630.0 lb Roof Capacity

Total Weight 1141.9 lb

Roof Pressure 16.0 psf 1 Tray 3 Trays

Allow. Pressure 20.0 psf Qty. of Blocks 6.0 18.0

Ballast Weight 210.0 630.0 lb

Roof Capacity 80.2% OK Tray Pressure 19.3103 19.3103 psf

RISA 3D - Node Uplift Deflections Proposed Loads, Proposed Ballast

Model #1 Model #2 Overall

LC Description Nl N2 N3 N4 NS NG Defl.

5 1.4DL 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6 1.2DL + 1.6WLX 1.41 -0.01 0.00 0.90 -0.01 0.00 1.41

7 1.2DL + 1.6WLZ 0.00 0.94 -0.01 0.04 0.04 -0.01 0.94

8 1.2DL - 1.6WLX -0.01 0.04 0.04 -0.01 0.90 0.00 0.90

9 1.2DL - 1.6WLZ 0.00 -0.01 0.93 0.00 0.00 1.46 1.46

10 1.2DL + 1.131WLX + 1.131WLZ 0.35 0.00 -0.01 1.30 0.00 -0.01 1.30

11 1.2DL + 1.131WLX - 1.131WLZ 0.39 -0.01 0.00 0.00 -0.01 0.41 0.41

12 1.2DL-1.131WLX + 1.131WLZ -0.01 1.35 0.00 0.00 1.30 -0.01 1.35

13 1.2DL - 1.131WLX - 1.131WLZ -0.01 0.00 1.29 -0.01 0.00 0.41 1.29

14 0.9DL + 1.6WLX 2.25 0.00 0.00 1.77 -0.01 0.06 2.25

15 0.9DL + 1.6WLZ 0.06 1.80 -0.01 0.74 0.74 -0.01 1.81

16 0.9DL - 1.6WLX -0.01 0.79 0.78 -0.01 1.77 0.06 1.77

17 0.9DL - 1.6WLZ 0.08 -0.01 1.82 0.00 0.00 2.30 2.30

18 0.9DL + 1.131WLX + 1.131WLZ 1.16 0.19 -0.01 2.13 0.02 -0.01 2.13

19 0.9DL + 1.131WLX - 1.131WLZ 1.34 -0.01 0.29 0.30 -0.01 1.38 1.44

20 0.9DL- 1.131WLX + 1.131WLZ -0.01 2.17 0.02 0.02 2.13 -0.01 2.17

21 0.9DL - 1.131WLX - 1.131WLZ -0.01 0.02 2.08 -0.01 0.31 1.38 2.08

Maximum Node Deflection 2.25 2.17 2.08 2.13 2.13 2.30 2.30

Y, ~ I x.elz I

I

maker & Associates, Inc.

M . ---

127808 ·---·---~--------.----~ -------

SK- 1 f--------·----~--



Y. -

x.Qi.z

Results for LC 1, Self Weight

Ramaker & Associates, Inc.

ITEM !

I 2780~---

SK-2

Section Sets

~: PL2x112

PL2x5/8 Pipe 2.5 L2.5x2.5x3/16 LL2 5x2.5x3/16x3/8 RIGID


27808 Tripod Ballast Frame 2.r3d ··------- - ------------------------L------

Y, -rY1

X'"L.J-.Z

Loads. BLC 6. Antenna Wind Z Results for LC 1, Self Weight

951b

24.21b_

I Ramaker & Asso_ciates, Inc.

TEM Tripod

[27808 ------ - -----~----·-------------------------

951b __ _

24.21b

SK-3

Section Sets

~.- PL2x1/2

PL2x5/8 Pipe 2.5 L2.5x2.5x3/16 LL2.5x2.5x3/16x3/8 RIGID

May 14, 2014 at 8:53 AM


Y. -

x.f(Lz

. Loads BLC 7, Antenna Wind X I Results for LC 1. Self Weight I

i Ramaker & Associates, lnc.j

ITEM I 1------------------=LI ! 27808

62.21b

" 4541b

_,,· ...

Tripod

"" 62.21b

'"" 45 41b

SK-4

I' Secllon Sets

PL2x5/8 I

~ PL2<112

, Pipe 2.5 :

I LL2.5<2.5<3116<318 -1

L2.5x2.5x3/16

RIGID I - --- - -

I

I I I

I

I

I

May 14, 2014 at 8:53 AM


,; r; Company

-- ~ r. jrJ ,. ff" fi Designer ..I ,;.i~r ... ~"~J:J .. Job Number T E c H N o L o G 1 e s Model Name

Global -----


-

Display §~f,tip_ns for_l\t1~mQ,er Ca Jc~ ___ 5 Max Internal Sections for Member Cales 97 Include Shear Deformation? Yes lnCiUd-e War -rr,--r/ ___ - ----------------- Yes

Trans Loa_Q_Btwn ln!§rs~c_tirl9_VV()Qd \/Vall?_ Yes Increase Nailin Ca acit for Wind? Yes

! P_:P~lta AncilysisJ oler,arice 0. 50% Include P-Delta for Walls? - ---------Yes __________ _ Automaticly Iterate Stiffness for Walls? Yes Maxfrnum-lteration Nu-mber for Wall StiffnesS3

: ~gensolutl9_n Co_n_~e_rg_E;_nge J_QL__(j_,_l~:L . 4 _

1IGrE_vity_Acceleratic:i_n (ft_/~~c112) _ ____ . 32.2 _Wall Mesh Size (in) . 12

Vertical Axis Y Global Member Orientation Plane XZ

--------- I

----1

---!

jSfatlcsOTVe-r -------- ------------- Sparse Accelerated-- ------- - --- --1

l[))'namic Se>l~- _______ _6c_c;elerated Solver ____ _

Hot Rolled Steel Code Ad·ust s·tiffness? --------

___ _ ,_AISC J4th@l_Q_-J_Q)_:_ LRFQ __________ _ . Yes Iterative None ------------ I

f Wood Tempe-rature - ---- -------<TOOF ---------- - -- ----1 Concrete Code None Mason Code 'None _Aluminum Code ____ _____l\J_on§ - Building

[Number of Shear f3~gions --- _ ~--=~=:=-::4 _____ =~== -=- _- _::::-----------Re ion S acin Increment in 4 Biaxial Column Method __________ -~Exact lntegE§tiQ!l__ ___________ _ Parme Beta Factor PCA .65

'1£-~~fe~~~~~/~~~? - - --------- -- --:-~~guta_r ______ -----==1 I Use Cracked Sections Slab? • No isacf Framin Warnm s? -- ------,-No-- --------------------Unused Force Wa __ r_n_ings? __________ Yes Min 1 Bar Diam. S--acin ? -------i No --- -------------

Concrete Rebar Set REBAR SET ASTMA615 Min % Steel for Column ; 1 JVlax 06 Steel19r Column____ _ '_§_____ __ _ ______________________ _

RISA-3D Version 12.0.0 [1:\27800\27808\Structural\27808 Tripod Ballast Frame 2.r3d]

May 14, 2014

Checked By: __

Page 1

" Company ~ ~ r' ,- j ~ ~: !; Designer ~I': ::Ill a"' f' JI rt. Job Number 411 A p;:j • & .1."'-1~"' T e c H N a L a G 1 e s Model Name

Global Continued Seismic Code seismksaseElevatiori ft Agg Base Weig_~t? _ _ __ _ CtZ CtX T Z sec

1 RX lcfExp: z

Risk Cat


ASCE 7-10 · NotEiltered Yes

-----------

. 02

.02 Not Entered Not Entered •3---------3 - - - ·-------- ------ - -

.75

.75 . -~-~ ----

1

:seismic Detailing Code /om z------- -- ------ ---- ----------- .ASCE 7-05 T---- ---- -

l

omx

~~~~ -

1 ----- -- --------- · 1. ------------

Hot Rolled Steel Properties Label E fksil G fksil Nu Therm (\ 1 E5 Fl

1 A36 Gr.36 29000 11154 .3 .65 2 A572 Gr.50 29000 i 11154 ! .3 .65

I 3 A992 29000 11154 .3 .65 4 :A500 Gr.B RND 29000 i 11154 .3 .65 5 A500 Gr. B Rect 29000

I

11154 .3 .65 I I

6 A53 Gr.B 29000 11154 .3 i .65 I I

i 7 A1085 29000 11154 .3 .65 8 A500 Gr.42 29000 11154 .3 I .65 9 A500 Gr.46 29000 11154 .3 .65 10 A53 Gr. B 29000 11154 .3 .65

Hot Rolled Steel Section Sets

-- I

--1

ml

HI

m ---- -· ---- ---1

Densitvfk/ftA31 Yieldfksil Rv .49

!

36 1.5 .49 ! 50 1.1 .49 50 1.1

.527 42 1.4

.527 46 1.4 .49 35 1.6 .49 50 1.4 .49 42 1.4 .49 46 1.4 .49 35 1.5

May 14, 2014

Checked By: __

Fufksil Rt 58 1.2 65 , 1.1

! 65 1.1 I 58 I 1.3

58 I

1.3 60 i 1.2 I

65 1.3 ,

58 1.3 58 1.3 60 1.2

___ L~_ Shage __ Iy_ruL_ ___ Design_L,.jst__ Material Desian R. ... 8_[in2] _ _!y_y_[lo.4]_ lzz [in4L_,!__[in4

;--;_-~- ~t~-~~----1-~Ws------~~~~--r------e~- ~~~ g~:~~ ~e--11~1~~----~- -~---3 Pipe 2.0 __ PIPE 2.0 Column _______Efile A53 Gr. B T_y_Qj_g_fil_ 1.02 .627 .627 1.25

I 4 Pine 2.5 PIPE 2.5 : Colu-mn--;-- Pioe-- - -A53Gr.8--Tvoical -T6Ti-f~---u5---2~89

I 5 Pipe3~--- PIPE~---., Column i-__ Ei.J:)e ___ A53_Gr._Jl _ __il_Qical_ __ _2.07 -,_-2~8_5__ _ 2.85_ ____ .P~Q9__ 6 Pioe 3.5 PIPE 3.5 1 Column • Pine A53 Gr. B Tvoical 2.5 ' 4.52 4.52 9.04

1

1

__ l _ _______Eille4.0 ___ J'IPE 4.0 Column_; ___ ~----~ A53Gr. B_l\l.r::>ical 2.96 , 6.82 9~82 +-13.6_ 8 L2x2x3/16 L2x2x3 i Beam I Sinale Anale A36 Gr.36 Tvoical .722 .271 .271 1 .009

!_9._ ___ ,_ L2.5x2.5x3JJ_9_~ L2.5x2.5.x;3 Beam _' Sinale ,A._11gill____ A3.6 Gr.36 _ _IyQi_QQL -~fill_1 ___ c5__3_5____.5__~__,_._Q11___ 10 1 L3x3x3/16 1 L3x3x3 ' Beam Sinale Anale A36 Gr.36 Tvoical 1.09 : .948 .948 i .014 ~ L3x3x1/4 I LJ.x3x4 Beam Single Anale A36 Gr.:i_Q___ly_r::>ical __ 1.44 1.:ZL ___ 1.23 1 .O~J _

12 ILL2x2x3/16x3/81 LL2x2x3x3 i Beam !Double Angle (3/8 .. A36 Gr.36 Tvoical 1.44 1 1.35 .542 -r-:D18 L_13_ LL2.5x2:§._x3{16x3/81 LL2,~x2.5x3x3' _Beam _ 1_[)ouble Angle pt8 ... A;?6 Gr.3_6__ IyJ)icaL _ _1_8___ c 2.46 __ __jj)7 ___ L .02:1_


I

IP'., Company , ~ ~-R ~ ~ ,, Designer ,. Ir " · ,r l Job Number

- '... .Ji .... .J • ,/ ,,,,-,,. T E c H N o L o ,. 1 E s Model Name


Joint Coordinates and Temperatures

May 14, 2014

Checked By: __

_ __ __ LSJb~i___ _)([ft]_ _ .... Y_[ft] Z [ft] __ _ IemR.[EJ_ __ Detachf_rpm.Q@Jlhra ...

!-}------ --N~----··-· }~~~-~----- --%-------+~~--- ~ ·---1+-- ----~13 - --- -~~~{~+~}~ ---------~ ·- ----. ~~~------ ----- -~----------------1 __ 5 ________ N2 ______ .... _U~5_091.8._ _______ _Q__ ___ -3.205885 ____ _Q_ ________________ _ ' 6 N15 1.100919 0 -1.906848 0 __ 7 ______ N16. _____ ---~1.288-423. ________ _Q_ -···-· ___ 5_.0_1_8].B_g _________ O _______ -·------·-·----

8 N17 -3. 701838 0 3.625 0 _9 ____ 1'1_18___ -3.701838 ____ Q_ _ _ ____ -~3,92~ ---· _______ JL __________________ 1

10 N19 -1.288423 0 -5.018386 0 11 N2Q ______ 4.990261 __ .Q_ _ ______ -1.3Q3386 __________ _Q··--·-·---~-- _____ _ 12 N21 4.990261 0 1.393385 0 13 N22 -2.038423 0 _____ :.3~7193.48 _______ J) ________ .. _______ J 14-. --N-23-----,-424-6261____ o -0.094348 o 15 - _f\J.24_ .. ---,- -2.038423 - -- - _Q_ - __ 3_.719341 ______ _Q_ ___________________ _ 16 N25 4.240261 0 0.094347 0

~~--- -~~?-- ----:%.-~~}~}}----- ~- --~-~~- ------ --~- - ---------~_J_9. ____ ---~ 1.343928 _____ 0~3.Q..936.] _______ .::2~2_7_Z_5_2 ___________ o~-----------

20 N29 -0.032687 0 -4.293386 0 _2_1 _____ 1':130 __ ~ 1.343928 0.369363 ~--2.327752 0 22 N31 I -2.687857 0.369363 · -0. 0 ~--- N32 ____ -l----_1.223Q.Q ________ O __ _ __ -3.5683ll6 ____________ Q __ ----+-------·__,

24 , N33 2.478787 0 -2.843386 0 25 N34 ____ _ 3. 734524 0 ___ -2.118386 0

----------~----

26 N35 -3.701838 0 2.175 0 _ 27 ·- N36 , -3. 701838 -+----_Q__------t-· ____ O. 725 0 28 N37 I -3.701838 0 ' -0.725 0

-2.9..-i----- N38 ____ : __ __:_3~70lll38 _____ 0_~ ___ __::£.j75 ___________ O~---i--------···- __ _

30 I N39 • 3.734524 0 ' 2.118385 0 1 31 ___ N41L 2.478787 0 _ 2.843385 _____ O~----l--------

32 N41 1.22305 0 3.568385 0 :_l3_ _____ N42 : -0.032687 0 4.293385 ______ O __ ----i----------.. --

34 N43 ' -0.782687 1 0 -2.994348 0 35 _ N44 0.47305 0 -2.269348 , ______ 0~---+--------·--36 i N45 1. 728787 0 -1.544348 0 37 N46 2.984524 0 -0.819348 ____ _Q_ ___________ ____, 38 N47 -,-- -0.782687 0 2.994347 0

_.J..9_1 N48 L __ M7305._ __ : ____ Q__ __ : __ 2.269347 - -- __ _Q_ ___ , _____ -----j 40 I N49 1.728787 ' 0 I 1.544347 0

' 41 N50 __ 2.98452_4 ____ , _____ 0 _______ , ____ Q.819347 0 --+------·- ---42 N51 : 1.475919 0 , 2.556366 0 43 N52 : -2.201838

1 o , 2.175 l-----~o------j---------44'____ N53 -2.951838 , _____ 0 ___________ 0:-___ 0

: 45 N54 -2.201838 0 0.725 0 I 46 ' N55 0 0 0 0 __AZ_--t-----N56_ ___ 1.475~ 0 ,-- -2.556367 ____ O _______ _

48 N57 -2.201838 I 0 I -0. 725 0 I~ N58 -2.2_01838 0 -~ -2.175 0

50 i N59 0 6 · 0 0 --------·-

51 N60 ---- 0 i ___ 0.494575 I 0 -~O __ _, ______ _ 52 N61 0 I 3.5 I 0 0 53 N62 ~ 0 11 I 0 --1----"-0 ___ , _______ _ 54 I N63 I 0 5 0 0 55 ' N64 0.225208 3.5 I 0"-'-'.3=9=0-"'-07~2~.--1----"'-0 ___ , _____ _, 56 I N65 I 0.225208 ' 3.5 -0.390072 0


,. Company

,~~~ ~~ l, Designer ..d ~,,;.r .. ~<..IJ-» .. Job Number T E c " N o L o G 1 E s Model Name


' 27808 Tripod


May 14, 2014

Checked By: __

__6_3_ __________ N63A .. _________ l.90684_7 ______ _Q__ _ ___ _D.899_Q_l2_1 _____ Q_ ____________________ _ 64 N64A -3.625 0 18. 701837 0

;-9_7____ __ N67 -------·- 1.393385 _ _ _____ O ________ 10.009739 __ __ 0 ____________________ _ I 68 N68 5.018385 0 16.288423 0 !_Q_g ________ N69 __ _ _ 3.62.Q _____ _Q_ _________ 18.70183"[ ________ O ________________ _ I 70 N70 0.094347 0 10.759739 0 l_I1_., _____ N_ll _____________ 3.Z19347 _ _ __ O __________ 17.03842]_ ___ _Q_ ___________ _ ! 72 N72 -3.625 0 17.201837 0

I-fr-----~~}-------, ---3.~f~-- --%---------~Pofil-~~J---- - §-------------- ---------1---1L- f':.l_ZQ__ __ ·--- -0.094:i4L_ _____ O ____

1 __ _1_QJ_597'.ill__ _____ _Q_ _______________________ _

i 76 N76 I 2.327752 ' 0.369363 13.656071 0

I-#--· -------Ws------- _____ _2. 1 Ja~a.L --- o.36%363- ----+i-~-~~ ---- --%-- ------------1~-- ----mt- -·---.--l_lt~-- __ _Q~_6_L ~~:~~~~~~ ---- --§----------------------- 1

81 N81 3.568385 0 13.776949 0 ·-----~ i 82 -Ns2-- --- -i-4 i93385 O --- -- 15JJ32686 ______ 0 ------ - I '

I~- N83 _ -4.2£)3385 ___ ()__ __ 15.032686 _ 1 ____ ~0 __ _, ___ . ______ --j ' 84 N84 I -3.568385 0 13.776949 0

I 87 N87 2.175 ______ O _______ 18.701837 0 ____ -+------------

1 88 N88 I 0.725 0 18.701837 0 I 89 N89 -0.725 __ O ______ ~LQ1fill__ _______ 0_~---1--------- .. -----

90 N90 I -2.175 0 18.701837 0 91 N91 -- I 0.819347 ____ O ___ ~_ 12.015476 0 - ------------92 N92 1.544347 0 13.271212 0 93 ___ N93 _ --~ 2.269347 0 ___ 14.526949 -~0~----1---------

I 94 N94 I 2.994347 0 ' 15.782686 0 ! 95 N95 -2.175 , 0 17.201837 0 \ 96 - N96 ----~ -0.725 --0 17.201837 0

-----· -·-------4

I I 97 N97 _____ : 0.725 _, _____ O____ 17.201837 0

98 I N98 2.175 0 17.201837 0 -------------

99 N99 j_ ___ O _______ 0 17.951837 0 100: N100 -2.994347 I 0 I 15.782686 0

-!-----------

i 101 _ N101 __ 1

-2.55636_9 _____ 0____ 13.524081 ----~0----<--------j 102 N102 I -2.269347 0 14.526949 0 103 ' N103 0 0 15 0

-1()4T N104 2.556366 1 O --:- 13.524081 0 --~-------

105 • N105 -1.544347 , 0 13.271212 0 106 ! N106 -0.819347-

1

0 12.015476 0 , 107 N107 ·, 0 6 15 ______ _Q_ ____ ,_ _____________ _ 1108 N108 ---:----6------..,- o.494575 15 o

i 109 N109 0 3.5 15 0 -----------·-

110 N110 I 0 11 15 0 1 111 N 111 0 5 15 ____ O~---+- ___ --------<

1112, N112 ---~-- 0 3.5 15.450417 0 113 N113 0.390072 3.5 14.774792 0

RISA-30 Version 12.0.0 [1:\27800\27808\Structural\27808 Tripod Ballast Frame 2.r3d] Page4


Joint Coordinates and Temperatures (Continued) Label

l~----N114 -----1 115 N115 I 116 ---- --N11_6 __

_____ J~_ffll ____ - _'( fft] -0.390072 3.5

0 -- -- ____ _4_ 0 4

Joint Boundary Conditions Joint Label X fk/inl Y fk/inl Z fk/inl

I 1 N17 81 C850 81 2 N26 81 C850 81

i 3 N24 81 C850 81 4 N16 : 81 CS50 81 5 N18 81 C850 81

i 6 N27 81 C850 81 i 7 N22 81 C850 81

8 N19 81 C850 81 9 N25 81 C850 81 10 N21 81 C850 81

' 11 N23 81 C850 81 12 N20 81 CS50 81

! 13 N29 81 C850 81 14 N32 81 C850 81 15 N33 81 C850 81 16 N34 S1 C850 S1

i 17 N35 81 C850 81 18 ' N36 81 CS50 81

i 19 N37 S1 CS50 S1 20 N38 81 C850 S1

! 21 N39 S1 C850 S1 22 N40 S1 C850 S1 23 N41 81 CS50 81 24 N42 S1 C850 S1 25 N43 S1 CS50 81 26 N44 81 CS50 S1 27 N45 S1 C850 S1 28 : N46 81 CS50 S1 29 N47 81 CS50 81 30 ' N48 81 CS50 S1

I 31 N49 81 C850 81 32 N50 S1 CS50 S1 33 N52 81 C850 81 34 N54 S1 CS50 S1 35 N57 81 C850 S1 36 I N58 81 C850 81

I 37 N64A 81 CS50 81 38 N65A 81 C850 81

: 39 N66A 81 C850 81 40 N67 ! S1 CS50 S1 41 N68 S1 CS50 S1 42 I N69 S1 CS50 S1 43 N70 81 C850 81 44 N71 81 CS50 S1

I 45 N72 S1 C850 81 46 N73 81 C850 S1 47 : N74 S1 C850 81 48 N75 81 CS50 81

: 49 N77 81 C850 S1

May 14, 2014

Checked By: __

________ ZJftl_ _______ TemR.l.El ____ Detach FromJ2i;rnb.ra_ .. 14.774792 0

-- ____ O_ -- ___________ Q ___ --------------- -----15 0

X Rot.rk-ft/radl Y Rot.rk-ft/radl Z Rot.rk-ft/radl Footina

:

I

I

I

:

I

i

Rl8A-3D Version 12.0.0 [1:\27800\27808\8tructural\27808 Tripod Ballast Frame 2.r3d] Page 5



Joint Boundarv Conditions (Continued)

May 14, 2014

Checked By: __

:~}-· - ~~}-- ----- -~~-- - g~-~~-- -- -· ~~---- ------ ·--· ---·--··- ···---,----·-··-- ·---------- ·------·-1

11_5

543 _ N83 S1 ____ CQ.5_0 S1 ________ _ .-N84 ____ ~---- s-f- CS50 ----·51---· ·------·--------------·----,------- -

1-~~ - -- ~~~ ---~~---- -g~{L-------~~ -- -- ---------- ---------·-·-------- --r-----·-- -----

1--~t-------~~~ -- --~+--1---~- _' __ -~~-- ---~---------····----------:-----------,-----··-··------·

11~-------mt----- ~- -_! ___ g-~ ---{f-------------· --------···1 -- -- --···--·------ ---

1-fil--- ----~#- ---- ~+---- ----§~;%------ ~~----··-----------------·- ·-····--·--------- .. ----·-ifil_ ___ __1'l93 ______ SJ _____ _CS_5_Q _____ SJ ____________________ ---··-··-,---------------1 64 N94 S1 CS50 S1 i-65 ____ N95 ________ __S_1_ CS5_Q_ _______ $_1_ ______ --------------------,---------------------1 66 N96 S1 CS50 S1 I

:__Q_Z_ . N97 _________ fil_ _______ CS5_Q___ _ $_1 __________ -----···----~-·····-------------------·--· I 68 N98 S1 CS50 S1 .

1~. _NtillL --~ __ S_l_ _____ C_$_5_Q _________ __fil_ _________ -----j---------;--···-··- ___________ _

1 70 N102 S1 CS50 S1 !--11___ N105 __ SL__ _CS50_ S1 I 72 N106 S1 CS50 S1

----,--------- -------~----;-------- ---------

Member Primarv Data Label I Joint J Joint K Joint Rotate(... Section/Shaoe Tvoe Des ion List Material Des ion R ...

I 1 M1 N21 N16 L2.5x2.5x3/16 Beam Sinole Anole A36 Gr.36 Tvoical I 2 M2 N17 N18 1 L2.5x2.5x3/16 Beam Sinole Anole A36 Gr.36 Tvoical \ 3 M3 N19 I N20 L2.5x2.5x3/16 Beam Sinole Anale , A36 Gr.36 Tvoical 1 4 M4 N22 N23 ' 1 L2.5x2.5x3/16 Beam Sinale Anale I A36 Gr.36 Tvoical r 5 M5 N24 N25 L2.5x2.5x3/16 Beam Sinole Anole . A36 Gr.36 Tvoical I 6 M6 N26 N27 L2.5x2.5x3/16 Beam Sinale Anale 1 A36 Gr.36 Tvoical 1 7 M7 N51 N64 LL2.5x2.5x3/16x3/8 Beam Double Angle (3/8 Gap). A36 Gr.36 Tvoical ! 8 MS N56 N65 LL2.5x2.5x3/16x3/8 Beam : Double Angle (3/8 Gap)! A36 Gr.36 Tvoical 1 9 M9 ' N53 ' N66 LL2.5x2.5x3/16x3/8 Beam r Double Angle (3/8 Gap); A36 Gr.36 Tvoical I 10 M10 N28 N60 PL2x1/2 Beam ! None I A36 Gr.36 Tvoical

11 M11 N30 N60 i PL2x1/2 Beam None 1 A36 Gr.36 Tvoical I 12 M12 N31 N60 i PL2x1/2 Beam 1 None I A36 Gr.36 Tvoical ! 13 M13 N3 N11 PL2x5/8 , Beam None

1

A36Gr.36 Tvoical i 14 M14 N1 N13 1 PL2x5/8 Beam I None A36 Gr.36 Tvoical I 15 M15 N2 N15 1 PL2x5/8 Beam None A36 Gr.36 Tvoical I 16 ! M16 N24 N16 , 1 PL2x5/8 Beam I None r A36 Gr.36 Tvoical ' 17 M17 N26 N17 , PL2x5/8 Beam None , A36 Gr.36 Tvoical I 18 ·. M18 N22 N19 ' PL2x5/8 Beam I None '1 A36 Gr.36 Tvoical ! 19 M19 N23 N20 i PL2x5/8 Beam None 1 A36 Gr.36 Tvoical I 20 M20 N21 N25 · PL2x5/8 Beam I None i A36 Gr.36 Tvoical : 21 M21 N18 N27 PL2x5/8 Beam i None . A36 Gr.36 Tvoical I 22 1 M22 N60 N62 r Pioe 2.5 Column I Pioe i A53 Gr. B Tvoical I 23 M23 N26 N24 RIGID None None ! RIGID Tvoical I 24 M24 N23 N25 i RIGID None 1 None 1 RIGID Tvoical if--' ~25~_M_2~5~-+--N_2_2---r~N2L ____ :.._I --+---__,_,R_,_,1 G"'"'l-"'D'----+--'-'N._....o._.ne'"'--l--'1

__ _,_N~o<.!.n,_,,,e __ __,___,_R_,_,_1-":'G_._,I D~+=T~v=oi=ca=-il I 26 M26 N64 N61 ! RIGID None ! None i RIGID Tvoical

27 M27 N66 N61 1 RIGID None I None , RIGID Tvoical i 28 M28 N61 N65 ' RIGID None I None I RIGID Tvoical I 29 M29 N69 N64A L2.5x2.5x3/16 Beam

1

Sinole Anale 1 A36 Gr.36 Tvoical

RISA-3D Version 12.0.0 [l:\27800\27808\Structural\27808 Tripod Ballast Frame 2.r3d] Page 6



Member Primarv Data (Continued)

Hot Rolled Steel Design Parameters Label Shaoe Lenathfftl Lbvvfftl Lbzzfftl

1 M1 L2.5x2.5x3/16 7.25 2 M2 L2.5x2.5x3/16 7.25 3 M3 L2.5x2.5x3/16 7.25 4 M4 L2.5x2.5x3/16 7.25

i 5 M5 L2.5x2.5x3/16 7.25 6 M6 L2.5x2.5x3/16 7.25 7 M7 i LL2.5x2.5x3/16x3/8 4.302 8 MS : LL2.5x2.5x3/16x3/8 4.302

I 9 M9 LL2.5x2.5x3/16x3/8 4.302 ' 10 M10 I PL2x1/2 2.691 11 M11 PL2x1/2 2.691 12 M12 PL2x1/2 2.691 13 M13 PL2x5/8 1.5 14 M14 i PL2x5/8 1.5 15 M15 PL2x5/8 1.5

I 16 M16 PL2x5/8 1.5 ! 17 M17

' PL2x5/8 1.5

18 M18 PL2x5/8 1.5 19 M19 PL2x5/8 1.5 20 i M20 ! PL2x5/8 1.5

I 21 M21 PL2x5/8 1.5 22 i M22 i Pioe 2.5 10.505

I 23 M29 i L2.5x2.5x3/16 7.25 24 I M30 i L2.5x2.5x3/16 7.25 25 M31 L2.5x2.5x3/16 7.25

Lcomo to ... Lcomo bo ... L-tora ... Kvv

RISA-30 Version 12.0.0 [l:\27800\27808\Structural\27808 Tripod Ballast Frame 2.r3d]

Kzz

'

I I

I

I

!

i !

I

!

!

May 14, 2014

Checked By: __

Cb Function Lateral Lateral Lateral

I Lateral Lateral Lateral

I Lateral I Lateral

Lateral Lateral Lateral

! Lateral Lateral

, Lateral Lateral

i Lateral I Lateral

Lateral Lateral

i Lateral i Lateral

Lateral I Lateral

Lateral Lateral

Page 7

P':,; Company

;I 'A_ •• ·. ~ r.J ~ ~· '• Designer


May 14, 2014

~ ~ ~ r.,. ~,. ,;1,;1.,.,. Job Number T E c H N o L o G 1 E s Model Name

27808 Tripod

Checked By: __

Hot Rolled Steel Design Parameters (Continued)

125~ --~~t .,L2.~~3/16· _L_e9i~m _L_Qyyff11 - lb<'.~f1l - h~9_1]l_J;>_!Q= l,&QIJ:lQ__QQ.,.Uorq . Kyy ~.<'.- ___ CJL.-{~~~

_ _ZJ__ _ __ fY133_ ___ L2._5~2 . ..Q~~/1.P_ _ _l_.2_5__ _______________________________ __ ________ Lateral_ __ 28 M34 L2.5x2.5x3/16 7.25 Lateral 29 M35 LL2.5x2.5x3/16x3/8 4. 302 _ __ _ _ __ _ _______ L9ternL ~-M36-- : LL2~5x2.s-x3!16x3!8 4.-:fo2 -- Lateral j _ _l.1_ __ f\J13L __ _L_b~?_x?..:_5x3/16x3/8 _.4~302 __ _ ______ ______ _ ____ ... __________ [,.gtfil<JJ : 32 M38 PL2x1/2 2.691 Lateral

1-1}--~~-,----~t~-~tt---~*}------ -- -- ---- --- - - -------- ------·-- --- - ~--[~-}~~ :_]_Q___M4_L __ ,_ PL2x5/8 1,5_____ -------·------ -------------------~------__l,JiJeral _ I 36 M42 PL2x5/8 1.5 Lateral

Ws---~~-~---,----ft~--- 1 -- t-~-------------- --- ------------- t~~~:i--1-fo-:-~~~------- -~g~~~~--- --~+- --- -- -- ------- -- --·-- ----- --- ----------------c!~:~-1

41 M47 PL2x5/8 1.5 ___ ---··· Lateral 142--·M4s ___ rc2x57s --- - -1~------- · · -·------ --------------- ------ -- -- --- -TateraT-1- ~3. . _M49 ___ PL2x5.L8 _________ 1.!5_ _ __________ ----~---------------- _________________ .L<?t~raL 1 44 M50 Pioe 2.5 10.505 Lateral

Joint Loads and Enforced Displacements (BLC 2 : Antenna Weight) Joint Label L OM Direction Maanitudef!lb k-ftl !in rad) !lb*sA2 ...

I 1 N59 L y -64 I 2 N107 L y -64 i 3 N115 L y -60 I 4 I N116 L i y -60 ! 5 N62 L y -33 I 6 N110 L y i -33

Joint Loads and Enforced Displacements fBLC 6 : Antenna Wind ZJ Joint Label __ J._,QJ\IL.__ __ _ _____ J)[email protected] ______ ,M.agnitude[{lb.,k-ftL(ln,rad),jlb*sA2 ...

FF~-=-==~-----=--~~--~--.:----~--·~-~ ------t-- ---:---- -~ ----·-- -- -~+------1--~- ------ _____ Nt-J1~-- - - --------t------:-----~-------------~1-} ------- --1. 5 N11Q__ _ _____________ l____ Z 95 ---·-··--1 6 1 N 111 L Z ! 95

H------- ----~~~t- ------------------r--- ---- -i - - -- ---~- - - - ----- *~----------

Joint Loads and Enforced Displacements (BLC 7 : Antenna Wind XJ Joint Label LDM Direction Maonitudef!lb k-ftl lin rad\ llb*sA2 ...

i 1 N63 L x 62.2 2 ' N62 L I x i 62.2 3 N59 L I x I 45.4 4 I N107 L x I 45.4 5 N110 L x 62.2 6

I N111 L x 62.2 I

7 N115 L x 52.6 8

' N116 L i x i 52.6


P'.' V Company ·41 :• ~-R " ,,~ • Designer ~ P'.' . "' , -~ ~ Job Number ,j-~ ... ..,..,;/,; "" T E c " N a L a G 1 E s Model Name

Member Point Loads


.Member_Lab_eJ __ _ _ Qire.Q.tion_ _ Mci.gnill!9!'[1.Q,k-ftL No Data to Print ...

- - -- ---

Member Distributed Loads CBLC 4 : Frame Wind ZJ Member Label Direction Start Maonitudeflb/f ... End Maanitudeflb/ft Fl

' 1 M22 z 6.8 6.8 I

2 M9 PZ 9.2 9.2 I 3 M7 PZ 9.2 9.2 ! 4 MS PZ 9.2 9.2 I 5 M35 PZ 9.2 9.2

6 M36 PZ 9.2 9.2 7 M37 PZ 9.2 9.2 8 M50 z 6.8 6.8

Member Distributed Loads (BLC 5 : Frame Wind XJ

May 14, 2014

Checked By: __

t__9cati.Q11[ft%]

Start Locationfft %1 End Locationfft % 1 0 3.5 0 0 0 0 0 0 0 0 0 0 0 0 0 3.5

, ____ .. Membeilll;Jfil ______ Directiqn_ ___ §.t_grt_M_ggnitud~llb/f..J;rn:l_Magnitude[Lb.Lftf]__St<3J:Ll,9cation[f1,%L,.--.Eoct Lo,9ation[f1,_%]_

I } ~- - -- -~#~ -- -- --: - -ix--- -- -~:} -~--- {~~-- -- --- - -g -- ----- -- § - --1 ' _ _]_ _ _ _ _ _M_8__ _ _ ______ p,)(_ __ ___ __9_2 ___ ___ _ ___ 9..2___ _ __ _ O _________________ O ________ _

4 M9 PX 9.2 9.2 0 0 _2._______ M~_5 _____ __E>_.X. ________ 92_ _ _ JL2 _______ _Q_ ___________ Q

6 M36 PX 9.2 9.2 0 0

f--}i---- -~----,-- EJ-- ... - -tt----- i----1'~- ----,------%-----------+-----Member Distributed Loads (BLC 8 : BLC 3 Transient Area Loads)

Member Label Direction Start Maanitudeflb/f..End Maanitudeflb/ft Fl Start Locationrft % l End Locationfft %1 I 1 M1 y -14.483

' -14.483 6.435e-14 7.25

I 2 M5 I y -14.483 -14.483 ! 1.41 Se-13 7.25 I 3 M2 y -14.483 -14.483 2.484e-15 7.25 i 4 M6 y -14.483 -14.483

' 1.249e-16 7.25

I 5 M3 y -14.483 -14.483 1.222e-13 7.25 I 6 M4 y -14.483 -14.483 0 7.25 ! 7 M29 y -14.483 -14.483 ' 5.648e-15 7.25 I 8 M33 y -14.483 -14.483 I 0 7.25 I 9 M30 y -14.483 -14.483 0 7.25 I 10 M34 I

y -14.483 I -14.483 6.178e-14 7.25 I

I 11 M31 y -14.483 I, -14.483 2.594e-13 7.25 I 12 M32 y -14.483 i -14.483 I 5.697e-14 7.25

Member Area Loads (BLC 3 : Ballast Weight)

-~Jo=in~t~A ________ ~Jo~~in~t~B ______ JoinJ_C_ ____ __joint D_ _ Direction Distributioo_ ___ Mannitude[nsf] j 1 -= _ _lil6 ___ ; ___ ~N=2~4---r--· N25 ______ N21_ __ --+-___ Y~--- A-B ~19.31,,,_ ___ I I 2 · N26 N17 N18 N27 Y A-B -19.31

1

1___1___;__ N22 N19 ____ N20___ N23 ____ :t_ __ A-B___ -19.31 4 N64A 1 N72 N73 N69 Y A-B -19.31

1_5~-'--~N_,__,7~4~--· -----~N=6=5A_.___ N66A __ N75 Y A-8 -19.31 I 6 I N70 N67 N68 N71 y A-B -19.31


II': Company I !"j ~ ,,,,., '~· I: Designer '.Jil ~ r:., r-. !.,4J,J.J.,. Job Number r E c " N a L a G 1 e s Model Name

Basic Load Cases

Load Combinations


May 14, 2014

Checked By: __

Descriotion Sol .. .PD ... SR .. BLC Factor BLC Factor BLC FactorBLC FactorBLC FactorBLC FactorBLC FactorBLC Factor 1 Self Weiaht Yes y 1 ! 1 2 Eauioment DL Yes' y 2 1

I

I '

I 3 Ballast DL Yes y 3 i 1 4 '*** LRFD Combinations *** I I

I

5 1.4DL Yes y DL 1.4 '

6 1.2DL + 1.6WLX Yes y DL 1.2 WLX 1.6 I 7 1.2DL + 1.6WLZ Yes y · DL 1.2 WLz! 1.6 8 1.2DL - 1.6WLX Yes

1

y 1 DL 1.2 WLX -1.6 ! ' I I i

9 1.2DL - 1.6WLZ Yes, y . DL 1.2 WLZ 1 -1.6' I

10 '1.2DL + 1.131WLX + 1.13 .. Yes y, DL 1.2 WLX 1.131 WLzi1.1311 I 11 1.2DL + 1.131WLX-1.13 ... Yes y DL 1.2 WLX 1.131 WLzc1131' 12 '1.2DL-1.131WLX + 1.13 ... Yes: y' DL 1.2 WLX 1 .131 WLZ'11131 1

I I 13 1.2DL-1.131WLX-1.131 .Yes y DL 1.2 WLX 1.131 WLZc1 .131' 14 0.9DL + 1.6WLX Yes: y DL .9 WLX 1.6 !

I I 15 I 0.9DL + 1.6WLZ Yes 1

• y ' DL .9 WLz: 1.6 16 0.9DL - 1.6WLX Yes! y I DL .9 WLX -1.6 i

I I I

17 0.9DL - 1.6WLZ Yes y: DL .9 WLZ' -1.6 I !

18 I0.9DL + 1.131WLX + 1.13 .. Yes1

y , DL .9 WLX 1.131 WLZi1.1311

' I I '

19 ,0.9DL + 1.131WLX-1.13 ... Yes y . DL .9 WLX 1.131 WLzL1 .131 20 i0.9DL-1.131WLX + 1.13 ... Yes

1 y , DL .9 WLX 1.131 WLzl1131 1

I ' i I 1

1 21 0.9DL-1.131WLX-1.131.. .Yes, y , DL .9 WLX 1.131 WLZL1131 1

'

Envelope Joint Reactions

- J ~ N17 ~ 1 max -=:-=s-.41-- 8_~-_-_6J_,_~i-_1J6 ~-=5.42~ 20~=:_ o---

- -. "------,---·- - - -1 0 1 I 0 -h 2 min -13.99 15 0 , 2 1 -6.87 18 I 0 1

--a- :1---,- __ o ___ Joint x [lb] LC y [Lb] LC ZJlj:J l LC MX [k-ft] LC MY [k-ft] LC MZ [k-ft] LC

3 N26 1 max -- 8.41 __ _$_ - __ 82 .4q_: _2_0_ J____Q._41_ - c-2Q.L __ _Q__ __ __1_ 0 I 1 : 0 -~I -41·----- rmin -13.99 15 0 : 2 i -10.76 18 I 0 1 -0--:-1 ·;---a-· · 5 ' N24 !max ~ 7.42_ __ _JL __ 92,_3_1 __ +j_Q~96 - 20 I 0 _1 __ 0 ' 1

I 0 1 --51---·- - ---Tmin -13.69 15 0 . 2 i -12.47 ·14T_o ____

1 0 I 1 ·;a- -1--1 _J_ N16 _ __;_max ____ 5~3JL ___ I-~- _66.3.I_:_~_ _-4,_8.8__ ~~_O ___ __1_. 0 ! 1 I 0 1--h 8 I I min -10.37 15 0 I 2 i -11.34 18 i 0 1

- 0 ----1 1 "'l_o _____

: 9 · N18 , max ___ L9A_ __ __8__ _j_08 .4_3_ __ f-17 ~ - .5. 6_5_ 20-,-- _Q_ __ - __ 1_ __ _Q__~--+---0 _____ ~~I 11o~---___j ____ 10 i min -8.95 15 0 2 i -7.06 14 I 0 1 0 I 1 0

1__11__· _H2.L __ l maL<_ ___ lJ)L _ __§_ 82.55 21 I 6.57 20. 0 _L 0 I 1 I 0 1-h

_____ _, __ , ____ .. __ ----+--- ----- ---0- i1--l--6--12 I min -8.95 15 0 2 I -10.69 18 : 0 1 13 N22 _ __;_max ~IJ-8._ __ 8 __ --- 87,filL_-j-2-1_1 _5. 89__ 11 I 0 1 0 1 Ito ___ +1 14 ': ! min -11.71 15 Q . 2 I -8.17

181''_0 ____ 1 0 ! 1 . 0

~--- N19 ____ 1 mC1x __ D_6_ _H _ _ qt)_._1l___e-11-:.._ 5.22 11 : 0 1 JL_~ _ _Q_ _ 1 !

16 : •min -7.82 15 0 ' 2 i -6.76 1sr-o 1 o I 1 o 11 17 N25 __ _9.&L __ _11 _ 145.67 1 14 I 5.63 11

I 0 ___ 1 --- __ O - -+-1-t-- 0 1 ! max I

I _J ___ ,

11 18 I I min -14.81 15 0 I 2 I -10.56 18 I 0 1 Q : 1 I 0





May 14, 2014

Checked By: __

_ Joint X[lb] LC __ )'[)b] L_C Z[ll::>J_ __ J_C __ MX_[l0JL __ LC MY[~cft]_ L,.C MZ.[~-ft] LC 11. 19_ N2i~--~ln~~! 15.43=-_!]il JO(,~ 18 5.14 11 0 1 0 1 0 1 1 20 min -11.59 15 o - -2 ,-:g-:sf-18T--o--- 1 __ o ___ 1_i ___ o ______ 1 ____ 1

I ~~ _N_2_3_ ~f~ -~21~9 ~~ 1Q~~Q_Q_ 14 _{(J~~6 ~~ ~ ~ ----~---r+-r-----g-------h f_2_~ ___ N2_0 ____ _m_ax _9~7 ______ 14 _ 123.2_l_ __ 1~ ____ .Q.,2_S) ____ 9 __ _Q _____ _j__ 0 1 O 1 I 24 min -8.8 15 O 2 -9.07 18 O 1 O 1 ' O f-1 i-~----__N-2~----~ --Y6.~1-~-~__1_ --~1 ---?fg~-To-~ ~ ~ g----,-~-- 1---~-----+1 I ~-N32 ---~~ -~~·:~-- ~~ ~23 -Vr ~f---}}-%-- ~ ~ ~ --1 -~--- - ;-I i-fo-~ _N~- --~~--~~~-~~ ~~ 31d~---~L-~~~¥6- -$--%--+ ~ ~ ~ ~ I

l--fr-__ --1'Ll_4_ ____ ~--~~-~~---f}-~f4-~~ .. !6·.~~ --~b·, -g------~·· ---g-------~,---{-~-1 i -~~ N35 • ~f~ -=2r~+--fr- 48006 15 -~--~~ Tt----+- _ -+----%---, ~ ~ ~ _

1

l--~--N~6 _____ ~-~~,-~~ --~~JIB_ __ ~-~~~§~- -+~--, -{ _ ~ 1

--~---+-t----rn

~~ N37

-- : ~f~ -~i.1t- -1~ i?i,02__4t---~Ws- ~~ ~ -+~g-- ~ ~ ~ -I

~~ N_3..B_ -~~~~~~ ~~--~%-8_8 ____ }T~~----fu---f -- -+----+--~-1----§---+-1 I-fr- N

39 i ~f~ --~1~-~+--1%-9-Q__"-}-- .. ?~12--fo-r---~-- ·+-1--1-+- -~---+1

1

1_41__, N40 ;ma~ ___ 37.5 21, 291._~5 ___ JQ_1 ___ 62.65 21 o 1 o 1

1 o 1

44 · min -27.13 15 0 8 , -45.45 10' 0 1 0 1 • 0 1 I

I'_ 45 N41 max 37.12 21___'.i_30_J_3 __ , 15 62.06 21 , 0 ' 1 0 1 0 1

46 . min -25.19 7 0 · 8 ' -45.59 1 O ' O 1 O 1 O 1 I 47 N42 Lmax 18.47 21 138.65 20_ 29.84 21 0 1 0 : 1 0 1 48 1min -15.04 15 0 2 -26.1 181 O 1 O ~--1 - 0 Tl 49 N43 max 18.52 20 154.9 13 38.54 ---11_, 0 1 0 1 0 1 50 min -17.76 14 O : 2 i -45.53 20 ! O 1 O 1 ! O 1 I

I. 51 N44 max 42.22 20 392.38 1 9 ~ _Qg.33 __ _jjL 1

__ 0 ____ _j__ O , 1 0 1 52 'min -33.91 14 O ' 6 -86.55 20 : O 1 O i 1 O 1 I

53 N45 max 38.61 20 396.54 11 59.56 ~ 0 1 0 1 ~-0- ____ 1 54- min -36.11 17 O 7 ' -80.29 20 ! O 1 O 1 i O 111

1

'1_

5565 _, N46 max 10.85 12_ 149.13 : 6 , 31.3 9 ' O 1 O 1 1 O 1

, min -22~09 --17 0 2 i -32.04 ~ 0 1 0 ' 1 : 0 1 I

! ~~ i N47 -l~f~ -1~i; ~~ 216,Q_ --~--f~14--7r-+---+- ---%--~-+~g-- ~ I 1 59 N48 max 38.32 21 288.15 ,J_;__..§2~12 __ 2_1__,_ ___ _Q__ ___ 1 __ o --r• 1_~ o 1 ___ :

60 min -30. 77 7 0 • 6 ' -46.66 10 r 0 1 0 . 1 . 0 1 1

I 61 N49 max 37.85 21 271.74 10 61.29 21 : 0 1 0 1 0 .--+-, 621 min -28.16 15 0 7i -50.9 101 O 1 O 11 0 11

~· N50 ~f~ -1~ .. 6~ ~~ 196_97 ' ~ : -~~.-;8-fo-i----%-----~- -----~--~ ~ : ~ ~ -1

! 65 N52 max 34.11 16 215.98 20, 6.44 20i 0 1 0 1 0 1 166 rmin -33.72 14 o . 2 -10.73 18 : o 1 o 1 o 1 I ' 67 N54 !max 67.77 16 306.68 8 6.48 20 0 1 O L 0 1

68 i min -89.79 14 0 6 -10.72 18 I 0 1 0 1 · 0 1 I 1 69 N57 i max 82.62 20 290.65 8 6.52 20

1

0 1 0 1 0 1 70 r min -97.51 14 O 6 -10.7 18 1 0 1 0

1

1 ! 0 1 I

! 71 N58 I max 46.13 20 232.65 . 21 6.54 20 ' O 1 O 1 1

0 1 !--72- - i min -50.65 14 0 2 -10.69 18 1 0 1 O 1 O 1 I

173 N64A lmax 7.87_18 84.75 •15 5.39 13 _O 1 0 1 O 11 74 1 I min -7.79 20 0 ! 2 1 -10.65 15 i 0 1 0 1 I 0 1

7f5 j_ N65A imax_ 8,65 18 42.27 I 16 i 4.27_ 13: 0 1 _O ~ Q_ 1 i





May 14, 2014

Checked By: __

176 _ _.j_Qio1__ ___ min -~J'.~2 ~~1-- Y6/QL . --lf-r-=~J~--- -~~M2<-:ru L1C ~L-Lf __ __Mb6ls:fil__ ~~

I_ -H----N.QM. -~-~T~ ~'~~--~--1~13fl---2l··-=ifr---~~T---~------~ ·----% ·---f--r- --%--- -+-1 -~~- - ~_l_ - . -~~- . %.~5-~+-12~.Q.4_ 1~-,-~~----*' ··-t-- ----t-----%-- -~ . :--%------ -+-1 1--~-- _liqs_ - -~f~--~~t-}~·--4-2624 - --11---1~~ --H-·- -%----~-----~-,+---%--·-+1 1-t}---_li@__ ·~i~ - }7#;---* J3467_Q__j1-·-~- ·-t}---§--+--+----+·:--~--f1 1--~t----J{ZQ_ __ ~~~~ =~1---}}_J_2¥Q-¥. -~.~~ -~---%-- ~ --%·---~---%--rl-1 1-M- lliJ _ · . ~f~ --=;~1~ -~ --9_sa_N_---1f-,. -=fo~~2 ~---%------~·- --~ --~ ··----§---+1 i~t~ ____ Jfl2_ ___ ~-~f~~~;~i--1~-1-~~~ 2f .. -=f-~5- it-+-+·--{. --+-~-----~-- ~I 1--fil-··--lill. ____ ~,. _;~.~i-- ~- 13%-5-8 - ~a-~f-&·-#----§- --~ ---{---+---{----- -+-1 I ~J- -~1±-----c~- }%j~-}~-- ~t8 --~0 -16~-- +~--+·-- -t ---%---i-r-· --+----+1 l~---___l'il_Q_ ____ ~i~----=~~--- -~~--12-kQ~ -¥ L ~~~- +~---+---+ --t~-----~-- ·-+-1 ~~ _Jff7 __ +~j~- -1~~1--* 95681 1J *-~t- ~--%---t----+--~f-·---%--1~ i-fo95- _-1'ffio ____ ~~~---~-*·-~~zg_ -1:-ff-~--i--%-- -+-----g----~ f-----~---h i-1..QL __ t-{fil_ _ _J_rrl~X ll.J_? __ 2.Q __ ~90~8L_H ___ 39,2_1__ __ H_

1 0 1 __ Q__ __ Lc ___ 0 ___ 1~

I 102 , , min -57.77 14 0 7 1· -51.48 20 · 0 1 0 1 1 0 1 1 1

_ _103 ---~82 _'m.c:i.x._ 32.17 __ 1_6__1_27.01 18 19.26 14, 0 1 -··_O ____ 1_, ___ __Q__~~ 104' I min -31.66 19 0 2 -28.16 20 ! 0 1 0 1 I 0 I 1 I

_j~ __ _l'.'1_8_3 ___ JmaX.~113.Q_.2.L_126.95 _2..Q...,. __ 19.2_\3 _ _1Q_j_ __ __Q_ __ 1 0 1 _j) __ .+, 106 min -32.17 14 0 2 -28.17 18 ; 0 1 0 1 1 0 1 1

_1QL_ __ N8..4___max __ 5L7_I_...1Q_:ill_0.79 _jQ_1_ 39.21 16' 0 1 ___ 0 __ ,. _ _1_, ___ _Q_ __ r-1._

1

108 1 min -72.19 18 O 6 ! -51.49 18• O 1 0 11' 0 11 :-1Q.9_, __ N85 .. -~·max __ filL~Jl__1§_ _ _910.74_'_21~-A4.J_8_ ~- Q__ 1 0 ~-1_: 0 1 110 min -72.06 18 0 • 6 ' -51.47 18 1 0 1 0 ' 1 0 1 I

_11_1_ ___ N86 1 .max _3..QJ~_'l_Q__ __ 95.78 17 26.25 ~ __ 0 _____ 1_ 0 1 '. 0 -~1-l 112 •min -31.71 18 O 2 -28.24 18 1 O 1 0 1 1 O 1

111..3-__ _J'IJ_fil_ __ -+-max _ _ljl_-1§_ __ 16.54_-j 14 1 ~L.Q__ 17 ! o 1 O __1-_; __ _Q__r-~ 114 1 min -7.84 20 0 2 -29.78 2c); 0 1 0 : 1 ' 0 · 1 1

-11..5_1--N88 ___ j_max . 7.8 18 354.93 18 1 76.8 17: _0 __ ._1 _____ 0 ___ ~ _ _1__~ 0 1 116 · min -7.82 20 O , 9 , -53.87 7 I O 1 O · 1 0 1 I '_~ __ N89 __ _jmciX._7.82 ___ 1_8_ 354.92 . 20 76.8 17 0 J_ __ O __ _j_1_~ ___ 0 __ -~ 118 · 1 min -7.8 20 O i9l -53.87 7 O 1 0 ' 1 i 0 1 1

-11.9.. N90 1 max 7.84 _ia__ 36.4_1_ _1_1_6_h:37.6_~~-----_Q__ __ _j__ 0 i 1 \ 0 ~

120 1 'min -7.79 20 0 ' 2 : -29.78 18 1 0 1 0 1 0 1 I

l_j_21_~ N91 , max 35.q_2 _ _2j) __ .164.34 _ 1

9 28.83 14 1 _ _Q____ 1 0 1 0 1 1 122 ! l min -35.51 14 O 2 1 -35.25 20 1 O 1 0 i 1 1 0 1 I

1

1

,_1_2_3_ __ __l\l_92 __ ,_max 72.97 _29_ 383~~ 11_~.45 __ 11_: __ Q_ ____ 1 0 1 1 0 ~ 124' ; min -67.78 14 O 16 1 -56.8 20 I O 1 0 1 : 0 1 I

1 125 N93 1max 66.47 20 402.93 6 39.8 14 • 0 1 0 , 1 • 0 1 ' 126. ~in -60.19 19 o-' 7 I -53.05 20 I 0 1 0 1 r-0---11

\ 127 N94 lma.x_--2..U.S_JQ__ 151.76 10 17.31 19 O 1 0 1 0 1 11281 •min -34.91 19 0 2 i -26.89 20 I 0 1 0 I 1 I 0 1 I

1129 N95 max 12.72 __ _1§_ 171.24 _L20 I 35.66 17 ~ O 1 0 :1

1 O ~i 1130 lmin -12.74 20 0 2 I -32.07 7 I 0 1 0 1 0 1 I

131 N96 ----"max 12.72 18 223.4.9 : 7 ' 76.5 17 :, 0 1 0 ! 1 1 0 1

+ 132 i I min -12.73 20 O i 6 I -57.54 7 · 0 1 0 : 1 I 0 1 1 r

RISA-30 Version 12.0.0 [l:\27800\27808\Structural\27808 Trrpod Ballast Frame 2.r3d] Page 12

I"" Company

~ ~ ~ r_, ~ ~ f, Designer .. ~ f;. ir1' .. ~~ ,,,...-"" Job Number T E c " N a L a G , E s Model Name



May 14, 2014

Checked By: __

Joint

H-~~ -~~- -~-9_7_---X [lb_]_ LC_ _'f [lb] l_C _2'.(112] LC_ IV[)(_(k-ft] lC_r_MY_(~_:_ftL LQ_ __ 1'1112'. [~.:ft] __ LC

ma.)(_ 12. 73 _I JJL_ 22:3:3_9_ __ 7=---- 76.~---' _17_ __ - _o _____ _1__._ o 1 O __ 1L

1 min -12.72 20 O 6 -57.54 7 0 1 0--- ·--1-" ____ 6 ___ -

Envelope Joint Displacements Joint X finl LC Y finl LC Z finl LC X Rotation ... LC Y Rotation ... LC Z Rotation r. .. LC

i 1 N3 ·max .03 10 i 2.08 21 .05 10 8.86e-3 20 5.79e-4 14 I 1.97e-2 21 2 1 min -.04 21 -.01 15 -.07 21 -3.09e-2 21 -4.27e-4 1 5 • -7. 54e-3 19 I

i 3 N11 max .03 15 1.4 21 .05 10 1.35e-2 20 6.88e-4 7 2.12e-2 21 4 , min -.04 21 0 I 10 -.07 21 i -3.31e-2 21 -4.99e-4 18 ! -1.23e-2 14 I 5 N1 ·max .1 14 2.25 14 0 18 i 5.12e-3 15 7.4e-4 20 ! 7.8e-3 17 6 : min -.08 20 -.01 12 ' 0 20 I -5.74e-3 17 -7.5e-4 21 i -3.47e-2 14 I 7 N13 max .1 14 1.6 14 .01 18 I 1.03e-2 15 1.16e-3 12 ! 8.2e-3 17 8 min -.08 20 -.02 ' 16 ' 0 20 ! -1.06e-2 17 -8.99e-4 13 : -3. 75e-2 14 I 9 N2 max .04 19 2.17 20 .09 20 · 2.86e-2 20 5.48e-4 17 • 1.68e-2 20 10 min -.05 20 -.01 17 -.07 19 I -7.33e-3 21 -4.83e-4 14 -6.04e-3 18 I

I 11 N15 max .04 17 1.55 20 .09 20 , 3.07e-2 20 1.03e-3 9 1.86e-2 20' 12 'min -.05 20 -.01 11 -.07 19 i -1.17e-2 21 -1.08e-3 • 6 -1.23e-2 14 I

I 13 N16 max .01 15 1.65 21 .01 18 ; 2.7e-2 14 1.74e-3 21 3.17e-2 21 I

14 •min 0 8 0 15 I 0 20 1 -2.82e-2 21 -1.32e-3 14 -2.74e-2 14 I 15 N17 :max .01 15 1.79 14 0 18 ' 1.45e-2 14 2.21e-3 21 3.49e-2 21 16 min 0 8 0 16 r 0 20 : -1.27e-2 17 -2.57e-3 14 -4.17e-2 14 I

! 17 N18 :max 0 I 15 1.93 14 : 0 14 1.22e-2 15 2.24e-3 14 3.72e-2 20' 18 ·min 0 8 0 17 I 0 20 i -1.17e-2 19 -2.9e-3 20 · -4.46e-2 14 I 19 N19 max 0 I 15 1.79 20 I 0 18 3.09e-2 20 2.69e-3 14 3.24e-2 20 20 ·min 0 14 0 17 i 0 11 : -2.64e-2 14 -2.25e-3 20 -2.92e-2 14 I 21 N20 max 0 15 1.8 20 0 18 4.08e-2 20 2.56e-3 20 9.3e-3 20 22 min 0 14 0 19 0 9 i -3.49e-2 21 -2.1e-3 17 ! -9.53e-3 17 I 23 N21 max .01 15 1.79 21 0 18 3.61 e-2 20 1.37e-3 15 1.11 e-2 21 24 I mir,i 0 14 0 18 0 11 ' -3.98e-2 21 -1.78e-3 21 -1.09e-2 15 I

: 25 N22 max .01 15 1.04 14 0 18 2.66e-2 20 3.07e-3 14 3.67e-2 20 26 l min 0 8 0 21 0 11 I -1.75e-2 14 -2.95e-3 20 -4.29e-2 14 I

) 27 I N23 max .01 15 1.09 20 .01 18 4.15e-2 20 1. 05e-3 , 20 1 8. 85e-3 16 28 min 0 14 0 14 ' 0 11 I -4.06e-2 21 -1.43e-3 17 -1.78e-3 19 I 29 ' N24 max .01 15 1.05 ' 17 .01 14 I 1.88e-2 14 1.39e-3 21 3.42e-2 21 30 min 0 8 0 15 I 0 20 I -2.48e-2 21 -1.07e-3 : 14 -4.e-2 14 I

31 N25 1max .01 15 1.08 : 21 .01 18 4.15e-2 20 1.05e-3 I 20 8.85e-3 16 32 min 0 14 0 : 14 • 0 11 -4.06e-2 21 -1.43e-3 : 17 -1.78e-3 19 I

33 N26 max .01 15 1.05 I 14 ' .01 18 1.88e-2 14 1.39e-3 '21 3.42e-2 21 34 min 0 8 0 20 I 0 20 -2.48e-2 21 -1.07e-3 ' 14 -4.e-2 14 I

35 N27 I max 0 15 1.14 14 .01 18 2.66e-2 20 3.07e-3 ! 14 , 3.67e-2 20 36 I

1 min 0 8 0 i 21 ' 0 20 -1.75e-2 14 -2.95e-3 , 20 I -4.29e-2 14 I

! 37 N28 ,max .2 14 1.77 20 i .21 20 2.78e-2 20 9.93e-3 I 14 ! 1.87e-2 20 i

38 I i min -.13 20 -.02 ! 11 -.16 17 -2.37e-2 21 -8.83e-3 i 21 I -3.04e-2 14 I





May 14, 2014

Checked By: __

_ Joint X [in]_ _ LC Y [io]__ LC __ _Z_[iD] J-_~X Rotq\ion -~ LC_ 'r'_BQtatiorL. LC_Z_fiplatiQll_[ .. _LC

i 16 -=EJ~~~--~~~I~ -1~---}6 - ---~- ~~-,----.::·%} ~~f~~--f-~~~~~~---~---~~~~-1}1 i-~----~Q----~f~ - ~- -}q --~~·8f--~--~j~_* -~--~~~~2 ~~- ~- 80~~~ ~~---1/d9~~2 1-11 i1i~-- -~L __ --~T~ - ~~ ~~- ---~~g--- 1{- ~~~1 -f~:~i16~2-~ -~9-~~~3-:f~-· ~If~- f~1 1~-__ _N;3 __

2 -~~~ ~~~~ ---1ra 2tL--w--~-- -~~~i~3· -~~--~-9f~?3--#-~2t4~~-i-fu

I Ts--- H~- ----~T~ --~:%*---fa-' -2t5- ~-~ . -~-- -f-~ ·-t~ -~~ -~f1~~!3---f-~--- _1ff5~~- ~~-I ! 49 N34 max .02 17 2.01 20 .04 20 3.76e-2 20 3.17e-3 20 9.28e-3 20 l5o ----- ----n,1r1 ---=m-- -2-0 ____ a- -~-~Tu _____ -1~ ~43-e=2-· 21 --=2.2ie-3--14----=s.32e=-3171

!-~~--- N~-- --~~~~~--- ~- __ 2_·~--~-}1---%-- - -~~ _\ 2095~~ ~J ~~78e~~3 :~~~ -11-1 1- ~~ N

36 - ~~ - ~~~----~- 2JJ ___ -}ci --- -t- -}~ !1~~~~3 H- :H~~ 1-f }·-~~-ft1

~-- N37 ----~~ - ~:%~ - ~-- _2~~ - H----%-- --~~!a.~~fg- ~ie~~ : ~~ -~-~~~1--~-1

1

_5L_ ___ ~3_a_ ___ ,_max ~--- _M_ ___ 2.12 ___ .H_, ___ Q ____ 1_4_, 1.02e-2 J_!;i __ 3.11e-3 14 __ 2.33e-2 20 I .58 .min -.04 20 o 1 5 · o 20'-1.13e-2 19 -2.69e-3 20:-4.06e-2 14

--~~---- ___ m~--- ~1~--1~- -~~---~13 - -f-}--~~- -* ~3~768e~~ * ~~*~~- -fu _QL_ N40_ : max ___ fil__ _ _j_q ___ 2.07 _ 21 .05 _1Q_,_ 1.45e-2___ 20 1.29e-3 _1Q_, 1.59e-2 _4

1

62 min -.04 21 0 10, -.06 21 -3.39e-2 21 -1.57e-3. 21 -7.11e-3 1191 63 N41 max .03 7 2.04 21: .05 10 8.48e-3 14 1.63e-3 21 2.42e-2 21

54·:--------mirl- --..J)4-- 21 --o-- ~---=:06 21 -2.91e-2 21 -1.27e-3 10 1 -9.48e-3 14 I , 65 N42 max· .02 15 1.88 21 .03 18 1.75e-2 14 2.3e-3 21 2.96e-2 21 I~-- -min--~~- 21··--o - --iOT~--21! -2.77e-2 2{-=T3e-.::3---10- -1.88e-2 141 i 67 N43 __ mci?5._ .02 14 1.32 ' 20 .05 20 2.65e-2 20 2.55e-3 ' 14 3.25e-2 20

68 min -.02 . -20 __ o___ 13 i -.04 14 -9.34e-3 14 -3.17e-3 r20' -3.31e-2 -141 69 N44 i max .03 --14__1_.Q.2 __ 20 .0£)_ 20 1 2.85e-2 20 2.29e-3 17 2.46e-2 20 70 min -.04 20 0 9 : -.07 19 -8.58e-3 21 -1.82e-3 I 20 -2.01e-2 14 I 71 N45 : max .04 17 1.53 20 ' .08 20 ! 3.43e-2 20 2.59e-3 20 1.34e-2 20 ~--- 1 min -.04 20 O ~---~55---19T~-1e-2 21 -2.42e-3 14 i -7.37e-3 14-1

ll_Z)_~ __ N46 __ ~ax ___ .02 .. 17 1.36 __ ,20! .03 2~ 3.9e-2 __ 20 3.19e-3 1

20 9.45e-3 16 74 . min -.01 12 0 6 ' -.03 9 : -3.e-2 21 -2.43e-3 . 14 -3.91e-3 18 I

'1_7_5___---1'ill_ __ . mC1x_ .02 _ _1_5 ___ _12_ ___ · 215

1 , .03 7 1.09e-2 14 2.38e-3 ' 21 3.03e-2 21 76 : min -.02 21 0 · -.03 21 -2.74e-2 21 -1.71e-3 7 -3.08e-2 14 I

: 77 N48 : m.ax .03 7 1.36 21 .05 10 1.03e-2 20 1.52e-3 21 2.46e-2 21 78 min -.04 21 0 7 I =.06 21 -3.1e-2 21 -1.1e-3 10' -1.89e-2 14 I

I~ N49 ~.lil~X __ .0_) ___ __1_5_ ___ _1.4 21 .05 10r1.96e-2 20 _1.18e-3 7 ' 1.76e-2 21 I

80 · : min -.04 21 0 10 -.06 21 ! -3.5e-2 21 -1.62e-3 21 I -8.69e-3 19 I

-~--- N50 (max .02 _ __1_Q_ __ 1.29 , 21 ' .03 _J_Q_~ 3.12e-2 2Q __ 1.77e-3 10 .. 1.14e-2 21 1

82 'min -.02 21 0 6 -.03 17 : -3.82e-2 21 -2.37e-3 211 -5.54e-3 19 I 83 N51 max .03 1Q. ___ 1.75 _µ_[ _ ____.QQ_ ____ _1Q_

1 1.13e:2 20_ 3.71e-4 14 2.05e-2 21

84 ! irTiTn -.04 21 -.02 10 1 -.07 21 : -3.2e-2 21 -4.21e-4 · 15' -8.72e-3 191 85 ' N52 max .03 14 1.35 1 -11._l__ .01 18 1.55e-2 14 2.47e-3 : 20 i 2.23e-2 21 86 ! min -.03 16 0 20 i 0 20 -2.1e-2 21 -3.21e-3 114 I -3.9e-2 14 I

_fil__, __ N53 ~-rnax~_.L __ _H__ 1.94 ___ ~ o 18,_ 7.83e-3 15 2.41e-4 ! 9 ' 7.99e-3 17 88 ; : min -.08 20 -.03 16 1 0 20 -8.3e-3 17 -3.24e-4 : 7 · -3.61e-2 14 I

89 N54 Jmax .09 14 1.56 '14 1 .01 18 1

1 8.e-3 18 2.76e-3 1

20 1.17e-2 17 90 ' ! min -.07 16--0-- . 8 0 20 1 -1.36e-2 17 -2.62e-3 · 14' -3.8e-2 14 I

1 91 N55 max 0 1 0 1 0 1 0 1 0 1 . 0 ~ _1 92 ' ~----0-----1 0 1 ! 0 1 ' 0 1 0

1 11 0 I

I 93 · N56 JllilX .04 19_~ 1.87 : 20 1 .09 20 i 2.96e-2 2_Q_ __ ~.42e-4 1 6 I 1.77e-2 20 94 1 min -.05 20 -.02 , 11 -.07 19 1 -9.59e-3 21 -2.79e-4 1 8 : -8.71e-3 14 I 95 N57 lmax .1_ . _ 14 _ 1.59 1 14 .01 18: 1.43e-2 20 1.79e-3 114 1 1.14e-2 20 1





May 14, 2014

Checked By: __

96 . __ JQiDL ___ mml--~g~--ffo-----Y6nL ~f- Zbnl ~~-~f~--~-~~-1'~~~~:13'-~~-z-~~~Lfu

I ~~ N58 ----~j~

1

--~~+--+~- 1·62 ~- ·%1 -i~ ~1-~3~~~-f~--=~3 -}ci--~-~1fe~2- ft1 '99 N59 _m.Q~ __ _Z,92 _____ '14 __ ~6a_ 1_4 2~3_6 20 4.05e-2 15 8.42e-3 18 2.81e-2 20 i1o_o ________ •min -1.58 20 o 5 -2.22 21 -4.04e-21?---=8.42e::3-19-:-4_95e-2 14-1 : 10L __ f\J_60 max .31 14 .68 __ _1_4__ .2_4__ 20 2.71e-2 20 8.42e-3 18 1.65e-2 20 1102 -min-- -~19 --20· -- o 5 -.22 -21--2:538-2_2_1_ ·::·8·.42e=3-19 -3.29e-2 ·-14-1

i~ _ _Hfil__ ---~T~ --~~s~ - *- -·~8-- -+-~~-k ~-~-- ~1~se~~2---~1-~2~~3 ~~ --~0868~~2 1~-1 1 105 N62 max 6.15 14 .68 14 4.98 2.Q_ _4Jll£2-__1Q_ _ _i3_32e-3 _ _ia_ 3.39e-2 _J.6 105-------· -----mTn -3.45 2o ··a----5--::492 17: -4.86e-2 17 -8.42e-3, 19, -5.59e-2 141

~~~. N._~:3__ ~~-~}- ;5 · -~.a __ 1s4 -~~}-*-~1t~--~-~- ~s~dHf2~!2- f~-1 -Wo-:-----~Q4 ______ ~j~ 1~_~7 --~- -f--2t- ~~--~}--*~~~-~-~- -~~ie1-d~, -_2i~-f~1 , _1'.1_1__ _ _lli3_5 __ ..rna_~ _ 1.56 . __ 1_ 4_ _ .86 _ 2Q _-1..2.Q_ ___ 20 . 3.16e-2 __

1.2.Q__ 8.42e_:.3-~_li3__2,Q_6e-2 _20_

112, min -.86 20 O 5 ! -1.17 21 -2.98e-2 21 -8.42e-3 1 19, -3.88e-2 14 ·1

113 N66 ____ JD.9X.. _ __1,_5l__ 14 ____ ~ ____ 1_4_J"'_3_. 20 3.16e.:2__2Q__~42e-3 18 2.06e-2 .20, 114 ! min -.83 20 O 8 ! -1.22 21 -2.98e-2 21 -8.42e-3 19 -3.88e-2 1141

, 115 N6 max 0 20 2.3 17: .06 7 8.04e-3 16 7.34e-4 '18 6.01e-3 21 1

I 116 I min ____ 0 ____ 18--~~61- 7-i--_~()9·-- 17: -4.02e-2 17 -7.34e-4 '26' -6.01e-3 19 I 1117 N59A max .01 20 1.55 17, .06 7 8.45e-3 16 4.91e-4 12 9.82e-3 16 1 118 'min -.01--13--:::cff ·--r15: -.09 --·-·17T::4.318-=i-17--=4".91e-4 10 • -9.82e-3 14 I , 119 N4 max .08 18 2.13 18 .06 18 1.92e-2 18 5.52e-4 16, 7.43e-3 20

120 - · i min -.07 16 --- -:01--"T16-, -=:05-·--15:- -8.21e-3 19 --::S.15e-4 17: -2.7e-2 181 _ _121_ __ N616__ . , ma_x_ __ .08 __ ~ ___ _Llj_ _ _1_8_J ___ _Jlli_ ___ _1B __ : __ 2.04e-2 __ 18 1.17e-3 8 1.19e-2 20 122 'min -.07 16 -.01 13 1 -.05 16: -1.23e-2 17 -1.04e-3 21 '-2.94e-2 18 I

:123 N5 :max .07 14 2.13 20, .06 201 1.92e-2 20 5.15e-4 17 2.7e-2 20 124 ! min -.-68 --20----_m- -~ 141 -.05 ---14 1 -8.21e-3 21 -5.53e-4 , 14 1 -we.:3-181

1125 N63A :max .07 14 1.51 20 .06 20 1 2.04e-2 20 1.04e-3 19: 2.94e-2 20 126 I min -.08 20 -.01 : 11 1·---:o5- "14T-1.23e-2 17 -1.17e::361 -1.19e-2 18 I 127 N64A_ ~max 0 20 _ 1.92 , 17 _ .01 15; 3.6e-2 18 1.9e-3 17 1.26e-2 17 128, •min 0 18 O 15 O 13 ·· -4.42e-2 17 -1.48e-3"' 18 -1.09e-2 14 I

129 N65A 1 max .01 _ 20 1.62 , _18 O 15 3.31e-2 18 1.98e-3 : 17 • 2.6e-2 17 130 1 min 0 18 0 16 0 13 -2.92e-2 17 -2.38e-3 '18 -2.67e-2 18 I

131 N66A max _ 0 20 1.89 __ _18___0__ 15 1.32e-2 18 2.07e-3 18_; 3.65e-2 20 132 •min O 13 O 21 O 13 -9.72e-3 16 -2.57e-3, 16 1 -4.11e-2 18 I

~ N67 ma_K._ 0 11 1.89 ,20 0 15 1.31e-2 20 2.57e-3:1414.11e-2 20 134 • min 0 18 0 19 i 0 11 i -9.72e-3 14 -2.66e-3120 -3.65e-2 18 I

_1t33_65_1~ N68 max ___ O 20 1.62 20 O 15 1 3.31 e-2 20 2.38e-3 j 20 , 2.67e-2 20 : min -.01 18 --0-- 14 1 O -111 -2.92e-2 17 -1.98e-3 17: -2.6e-2 17 I

_137 __ N69 1max 0 ___ 20 1.92 17, .01 15 3.6e-2 20 1.48e-3j20 1.09e-2 161 138 1 I min O 18 O 15: O 11 -4.42e-2 17 -1.9e-3 i 17 i -1.26e-2 17 I ,~ __ __l-J_Z_O_----imax __ 0 __ .2_Q__ ·- 1.14 20 I 0 20 8.5e-3 15 2.94e-3 ! 18 4.28e-2 ~ 1140, 1 min 0 18 0 17 i 0 14, -2.28e-3 21 -2.94e-3 • 20' -4.28e-2 18 1

141 N71 I max .01 20 1.03 17 ! .01 15 ! 3.54e-2 20 9.91e-4 , 20 i 2.34e-2 20 • 142 I min -.01 -11f O 118 I O 14

1

-4.24e-2 17 -1.36e-3 1 19' -1.73e-2 17 I

143: N72 max .01 20 1.13 17 1 .01 15 • 3.55e-2 18 1.36e-3 1 21 , 1.73e-2 17 144, min----.~ 18 o -;~- -~1:fl -4.24e-2 17 -9.92e-4 1 18 -2.34e-2 18 I

145 N73 1 max .01 20 1.13 ;17 .01 15l 3.54e-2 20 9.91e-4 20 2.34e-2 201

146 i min -.01 Ts O 1 18 1 O 11 1 -4.24e-2 17 -1.36e-3: 19 -1.73e-2 17 I '147, N74~m..QX.._~0_1_.2Q_ 1.03 ~~-_.01 15 '. 3.55e-2 18 1.36e-3

1_21 1 1.73e-2 17'

148 1 1 min -.01 18 O , 20: O 16 1 -4.24e-2 17 -9.92e-4 i 18 1 -2.34e-2 18 I

149. N75 1 m~x O 20 __ 1.14 , 18 1 O __18_j 8.5e-3 15 2.94e-3 • 18 I 4.28e-2 20 150 1 1 min O 18 O : 17 I 0 16 · -2.28e-3 21 -2.94e-3 , 20 ! -4.28e-2 181 151 N76 max .18 14 1.73 , 20 1 .13 2_Q_f_j..79e-2 20 9.15e-3 I 18 2.73e-2 20 i

152, i min -.2 20 -.02 i 11 1 -.18 17 I -3.01e-2 17 -9.84e-3 117 -2.54e-2 18 /

RISA-30 Version 12.0.0 [1:\27800\27808\Structural\27808 Tripod Ballast Frame 2. r3d] Page 15



May 14, 2014

Checked By: __

Hf~-----N86 - -:~ :.~~-- - -~~- --~~ ~+~--~~-- . -~~~-~2~~. * -~.·~~~~3 d~---~57~~~ Hf~-- -Ns1 ----+~f~- -~-- ~~ 2 ·~ 3 --~- --'-~----1-?+-?:d~~f-2-t-~---?2~~-}71~~~2-~~ rm----~-aa_---:-~~~- -----~- -- -~--- - 2~ta_-~l-,--~%~---fy; ~!}--~ _\~39e~~3 1

77 1 ~8.~88~~3 ~~-I

1177 __ N89 max ___ _Q __ 20 2.28 17. .05 7 1.17e-2 14 1.69e-3 17 1 8.88e-3 21 178 ! min 0 -18 O 20: -.68--17,- -4.1e-2 17 -1.33e-3 7 1 -6.17e-3 141 179 N90 max ___ _Q_ 20 2.13 17 .03 18 2.29e-2 18 2.45e-3 '17 1.18e-2 21 180 , min O 18 O 16----.04--17--=4.268::-2 17 -1.38e-3 7 ::-8.968-3141 181 N91 _QlqX. __ .04 _ 1.4__ 1ia_ ___ _?_O_ . ..Q:l- __ ~ 9.65e-3 20 2.74e-3 14' 3.9e-2 20 182 min -.04 20 O 9 -.03 14. -6.22e-3 21 -2.92e-3 20 · -3.15e-2 18 I

1

_183 N92 max .07 14 1.51 20 .06 20 1.56e-2 20 2.38e-3 • 19 3.33e-2 20 . 184 •min -.07 _20 ____ 0 ___ 11 1 -.05 14, -9.43e-3 21 -1.64e-3 i 16; -1.88e-2 181 ~-- N93 r-m~_L _ ____llB _____ -19_ ___ 1.46_

1 _:W ____ J)-5__ ___ 2() __ 1 ....£._fill~.:Z-~2_0 2.46e-3

1

20 2.68e-2 20 _1

186 1 min -.07 20 O · 6 1 -.04 14 • -1.99e-2 17 -2.62e-3 '14 i -8.49e-3 18 1

187 N94 m~x .03 _--19_ ___ 1.23 -~-2!2..,_. ~Q.3__ _ _2~1 3.26e-2 20 2.99e-3 : 20 1

2.39e-2 20 188 i min -.02 16 0 10 -.02 19 · -3.27e-2 17 -2.24e-3 , 14 1 -9.34e-3 17 I

189 • N95 max .01 20 1.39 '17' .03 7 : 2.37e-2 18 2.53e-3 17; 1.17e-2 17 190 I : mirl~~m- _18 ____ 0 -~0T~64--17·1 -4.27e-2 17 -1.67e-3 7 1 -1.96e-2 18-l J_fil_ _ _li9_(3 __ im~x __ _Jl_1_ _ _2_Q_ 1.53 '17 I .06 --~ 1.2e-2 18 1.68e-3 _ 171 8.51e-3 21 192 ! 1 min -.01 18 O 7 1 -.08 17 • -4.29e-2 17 -8.84e-4 15 i -1.24e-2 1141 193 N97 1 mqx __ _j)_L_ 20 __ L5_3._ ___ 1_7 i -~QB__ __ L_c- 1.2e-2 20 8.84e-4 15 : 1.24e-2 16 194 1 lmin -.01 18 O 7T -.08 17' -4.29e-2 17 -1.68e-3 17 I -8.5e-3 19 I 195 N98 __lm_gx_ _ _fil_ _____ _l_Q_ __ 1.39 _ _11_.i .03 7 2.37e-2 20 1.67e-3 7 i 1.96e-2 20 196: I min -.01 18 O 18 ! -.04 17 · -4.27e-2 17 -2.53e-3i17, -1.17e-2 171 197 N99 I max .01 20 1.93 17 i .06 7 8.23e-3 16 4.25e-4 . 18: 7.37e-3 16 198. ------Trnin---.01-----18--~.02 15-~69 __ 17. -4.16e-2 17 -4.25e-4120 1 -7.36e-3 14 I 199 N100 !max .02 14 1.23 18 .03 18 3.26e-2 18 2.24e-3 i 16 9.35e-3 17 200 I min -.03 21 O :--12 I -.02 21 ! -3.27e-2 17 -2.99e-3 i 18 I -2.39e-2 18 I

1201. N101 I max .08 18 1.83 18i .06 18 1.98e-2 18 2.87e-4 '11' 9.74e-3 20 1262~----- -~-----.:-:al- '16 ___ -.02 1 13 . -.05 16 i -9.36e-3 19---=3.83e=41 12 : -2.82e-2 18 I • 203 N102 max .07 18 _1_.4~18

1 .05 _ _18_i1

2.58e-2 18 2.62e-3 i 16 • 8.49e-3 20 !

204. , min -.06 21 o • 8 I -.04 16 -1.99e-2 17 -2.46e-3 '18 I -2.68e-2 18 I

! 205 ' N103 I max O 1 O 1 .~1 __ Q___1_~ O 1 _ __0_~_1_1 __ 0 ____ 1

206 . ' min O 1 O · 1 i 0 1 i O 1 O i 1 i O ·11 207 ' N104 I max .07 14 1.83 · 20 I .06 __ 20 i 1.98e-2 20 3.83e-4 · 10 I 2.82e-2 20 ~-- min -.08 20 -.02 . 11 -.05 14; -9.36e-3 21 -2.87e-4 113 1 -9.74e-3 181 209; N105 lm_ax __ .07 18 1.51 1 18 I .06 _ 18_ 1 1.p6e-2 18 1.64e-3 ! 14 I 1.88e-2 20 1




May 14, 2014

Checked By: __

__ Joint ____ _l(_linL __ LC _ '(Jjnl___ L_c _ ____LlioJ_~_X RgJcijion ... ~~- "( Botation ... LC Z Rotation [ LC r 210 min -.07 16 0 13 -.05 16 -9.43e-3 19 -2.38e-3 21· -3.33e-2 ... 1_8l I~~- -~J06 --/~~ --~~}---- -~~ _ _j~g-~ ·1g8--~.%t- +~--~6°?2~ 1~--~2~~-1-+}-~~~-rt}1 1

·213 __ NJ_07 ___ maJ< 2~'.3.:3_i_113 ____ ._EH2_ ___ 17 1.5 1 18 2.83e-2 18 7.93e-3 18 3.89e-2 16 -21-4 min -2.33 20 o 5 -=291-- 17 -5.07e-2 1T~7.95e-=3-2o ~~89e=2-141

I-~---- lli_Q§_ ___ ~~~ - ~.~~ -- -*- -- ·%B-----¥- -~j2i t~--=~~67~~2 tr~~9ts~3 '1%--~5- -~~-1 J_2_1l_ __ N10~--~max' __ _12l_ 18 .68 17 .75 18 2.01e-2 18 7.93e-3 18 3.09e-2 20 I 218 ·min -1.27 -iO- - --0----5----1~55·-17---:-3.9e-2 17- -7.95e-3 ·20 -3.09e~2 181 ! 219 N110 max 4.83 18 .68 17 3.43 18 3.61e-2 15 7.93e-3 18 4.53e-2 16 1220- ---------- ~-min----=4~82-- 2ff --o- --5- :Ef29-- - -Ti-- -5--:9e..21i ~-:958-3--20~.53e~2141

1!_22_"1 ___ _N111_ _____ max_ _La.Ii_ 18 .68 17 1.17 18 2.57e-2 18 7.93e-3 18 3.62e-2 20 1 222 ·min -1.88 2o-- _0 ____ 5 - -2.33 ·17----=4.?e-=2 -17~~58=3 20 -3.62e-2 -18-1 i _22-3_, l'il12. ____ ni_ax -1,_3_2 J_l2__ __ J~~--17 __ _ ]_5_ _ _ 18 2.01 e-2 __ 18 7.93e-3 18 3.09e-2 20 1224 min -1.32 20 0 7 -1.55 17 -3.9e-2 17 -7.95e-3 20 -3.09e-2 18 I

i-#~--___l'l113-- ~T~--}~~---}~ ---14-----~0-~-~---;f.~3°~~=~ ~~ :l~935e~~3 ~~ ~3~099~~2 ~~I 1

227 ___ N11~ ___ 1 m_ax_ ___ 1.25 ___ 1_8__ .84_ _ _j_B __ .79 ___ _18 2.01e-2 18 7.93_e_:_3 ____ W1____l_Q_~_-:2_~

228 min -1.25 20 0 5 i -1.55 17 i -3.9e-2 17 -7.95e-3 20 · -3.09e-2 118 1 :22e_ ___ N1J_Q__ :max ____ .lfil___ H ____ .68 __ 14 1.4] __ 20 3.38e-2 20 ___ 8_.42e-3~--,226e-2_ 20 1 230 'min -.96 20 0 5 -1.38 21 -3.2e-2 21 -8.42e-3 19 1 -4.17e-2 1141 1l.231___f\J_11iL ___ ,rnax _ _136 18 .68 17 .88 18 2.23e-2 __ia_ 7.93e-3 18 3.3e-2 20 232 •min -1.46 20 0 5 -1.79 17 -4.21e-2 17 -7.95e-3 20 -3.3e-2 18 I

Envelope A/SC 14th(360-10): LRFD Steel Code Checks Member Shaoe Code Check Locfftl LC Shear C... Lodftl Dir LC ohi*Pn ... ohi*Pnt .. ohi*Mn ... ohi*Mn z-... Cb Eon

I 1 M1 L2.5x2.5x3 .616 '3.62 1 21 .092 I 3.62 V 15 ·6247.729192.4'1 .87 1.53 1.24 H2-1. 2 M2 ! L2.5x2.5x3 .664 3.63 I 14 .109 i 3.63 v 20 :6247.7129192.4; .87 i 1.52 ! 1.21 H2-1 I 3 M3 L2 5x2.5x3 .649 3.62 20 .097 3.62 V 17 ,6247.7129192.41 .87 1.52 I 1.21 H2-1 4 i M4 i L2.5x2.5x3 .778 1 3.62120 .086 3.62 v 17 16247.7129192.41 .87 1.48 1.13 H2-1 I 5 M5 '. L2.5x2.5x3 .624 3.63 21 .084 3.63 V 15 6247.7!29192.4 .87 I 1.55 1.29 H2-1 6 M6 , L2.5x2.5x3 .795 3.63; 14 .088 I 3.63 v 20 !6247.7129192.41 .87 1.48 1.13 H2-1 I

7 M7 1LL2.5x2.5x... .036 .49 i 10 .048 .45 v 15 43985 ... ! 58320 3.95 2.55 1.14 H1-1 b 8 MS !LL2.5x2.5x... .053 .49 , 17 .057 I .45 v 17 !43985 ... J 58320 I 3.95 2.55 1.12 H1-1 b I 9 M9 jLL25x25x. .051 .49 '21 .063 .45 v 21 143985. ; 58320: 3.95 2.55 . 1.13 H1-1 b 10 M10 2X1/2 .030 1.35 I 15 .034 2.69 V 14 .4514.22132400· .34 i 1.35 I 1.14 H1-1 b I 11 M11 2x1/2 .010 1 1.35 r 9 .029 O v 14 14514.22· 32400 i .34 1.35 1.14 H1-1 b 12 M12 : 2X1/2 .028 1.351 6 .032 I 2.69 V 20 .4514.221324001 .34 I 1.35 1 1.14 H1-1 b I

I 13 M13 2x5/8 .202 .75 18 .171 O v 14 ,23982 ... 1 405001 .53 1.69 1.32 H1-1 b 14 M14 ! 2x5/8 .199 1

• 75 I 8 .171 ! 0 v 20 !23982 ... 140500 i . 53 1.69 . 1.32 H1-1 b I 15 M15 2x5/8 .207 , . 75 11 .167 , O v 14 23982 ... !40500 .53 I 1.69 ! 1.32 H1-1b 16 I M16 I 2x5/8 .161 i 0 121 .289 I 0 V 14 ~3982 ... 140500! .53 I 1.69 1.66 H1-1 b I 17 M17 2x5/8 .162 0 14 .305 0 v 21 23982 .. J40500 .53 i 1.69 1.67 H1-1 b 18 : M18 1 2x5/8 .227 I 0 120 .313 I 0 v 14 123982 ... j 40500: . 53 I 1.69 I 1.67 H1-1b\

i 19 M19 2x5/8 .166 0 : 19 .273 ' 0 v 17 23982 ... 140500 .53 I 1.69 , 1.66 H1-1 b 20 M20 2x5/8 .156 1.5 121 .281 1.5 v 15 :23982...140500 i . 53 I 1.69 ! 1.66 H1-1 b I

: 21 M21 2x5/8 .237 1.5 '14 .325 1.5 v 20 23982 . : 40500 . 53 I 1.69 j 1.67 H1-1 b 22 ! M22 PIPE 2.5 .424 3.06, 7 .029 3.06 14 l20554 ... !50715i 3.6 I 3.6 I 2.14 H1-1 b I 23 ! M29 ; L2.5x2.5x3 .653 ! 3.63 i 17 .102 3.63 V 18 l6247.7i29192.4I .87 1.53 I 1.24 H2-1; 24 M30 : L2.5x2.5x3 .638 '3.63i18 .097 3.63 V 16 16247.7\29192.4\ .87 i 1.52 I 1.22 H2-1 I 25 M31 : L2.5x2.5x3 .638 ! 3.63120 .097 3.63 V 14 !6247.7129192.4 1 .87 1.52 1.22 H2-1 I

26 M32 I L2.5x2.5x3 . 758 • 3.63 I 20 .085 3.63 V 14 16247.7\29192.4 .87 I 1.49 I 1.14 H2-1 I I L2.5x2 5x3 .668 : 3.63117 .084 3.63 v : L2.5x2.5x3 . 758 I 3.63 I 18 .085 3.63 v

18 16247.7\29192.4\ .87 16 16247.7129192.41 .87 !

1.55 1.29 1.49 . 1.14

H2-1 I

H2-1 I 27 ! M33 28 : M34 29 M35 1,LL2 5x2.5x... .039 I .49 I 7 .055 .45 v 20 43985. j 58320. 3.95 : 2.55 I 1 H1-1 bi



Envelope A/SC 14th(360-10J: LRFD Steel Code Checks (Continued)

RISA-30 Version 12.0.0 [l:\27800\27808\Structural\27808 Tripod Ballast Frame 2.r3d]

May 14, 2014

Checked By: __

Page 18

PARTS LIST

ITEM QTY PART NO. PART DESCRIPTION LENGTH UNIT WT. NETW

2-3/8", 2-7/8", 3-1/2" or 4-1/2" BULK PIPE, 1 3 X-232696 BALLAST TRAY WELOMENT- SITE PRO 1 66.53 199.6( ORDERED SEPERATELY. ~ 2 3 X-232693 FORMED PLATE 60 DEGREE SITE PRO 1 0.94 2.82

3 6 X-232691 FORMED PLATE PIPE CLAMP- SITE PRO 1 2.74 16.46 4 6 X-232697 TR PO-HO DIAGONAL ANGLE - SITR PRO 1 14.21 85.27 5 3 X-232698 TRPD-HO SUPPORT PLATE-SITE PRO 1 8.72 26.16 6 30 G12212 1/2" x 2-1/2" HOG HEX BOLT GR5 0.20 6.11 7 12 G1204 1/2" x 4" HOG HEX BOLT GR5 FULL THREAD 0.27 3.24 8 18 G12FW 1/2" HOG USS FLATWASHER 0.03 0.61 9 30 G12LW 1/2" HOG LOCKWASHER 0.01 0.42

10 30 G12NUT 1 /2" HOG HEAVY 2H HEX NUT 0.07 2.15

TOTAL WT.# 342.84

3

A

DETAIL A DETAIL B

DETAIL D

DETAIL C

TOLERANCE NOTES DESCRIPTION I ~mm Locatlon5'

II New York, NY TOLERANCES ON DIMENSIONS, UNLESS OTHERWISE NOTED ARE: NON-PENETRATING ID" Englnee,;ng Atlanta, GA

SAWED, SHEARED AND GAS CUT EDGES (~0.030n) TRIPOD • i.v.J ==: Support Team: Los Angeles, CA DRILLED AND GAS CUT HOLES (:1:0.030")- NO CONING OF HOLES SITE PRO 1 1-888-753-7446 Plymouth, IN

LASER CUT EDGES AND HOLES (:1:0.010") ·NO CONING OF HOLES A valmont'9'Cz-. ~::7a~· ~: BENDS ARE :I: 1/2 DEGREE '

~~~~~=====,,_------------.-==-r-c=-::--.-==-::--:--:--1 ALL OTHER MACHINING (:1:0.030") CPD NO. DRAWN BY ENG. APPROVAL PART NO. IEOITBALLASTEQUATION I 4893 I BMC I 5/16/2011 ALLOTHERASSEMBLY{:l:0.060") 4893 RH18 11/16/2010 TRPD-HD ~ I EDIT BALLAST EQUATION I 4893 I BMC I 4/2112011 C I DESCRIPTION OF REVISIONS I CPD I BY I DATE ~~.:!~':~NIQUE8CONTAINEDINTHl8DRAW1NGAR£PROPRIETARVINFORMATIONOFVALMONT CLASS I SUB DRAWING USAGE CHECKED BY DWG. NO ~

REVISION HISTORY ::'~~~:~~~~.~~::,~~~= ANYU .. OR0"'"°'""E'""'OUTTI<ECO~E"'0' 81 I 01 CUSTOMER BMC 11/29/2010 TR PD-HD "

Tw&Aw

---~~~~~~~~~~~~~~~~-------i~~AL

L

--~~~~~~~~~~~~~~~~~~-ML

BALLAST REQUIREMENTS NOTE: Equation includes a 1.5 factor of safety for overturning

W = [(AL *H) + (ML *L/2) - (Tw*2.92) - (Aw*2.92)] * 0.515

L/2 H

AL Horizontal antenna load lbs Aw Antenna Weight lbs

• H Height from roof to center of antenna ft ML Horizontal mast load lbs L Length of mast ft Tw Tripod weight lbs

• w Total Ballast Required lbs W/3 Required ballast per Tray lbs

•

t W (TOTAL BALLAST)

TOLERANCE NOTES DESCRIPTION

1~11 Locations:

NON-PENETRATING New York, NY

TOLERANCES ON DIMENSIONS, UNLESS OTHERWISE NOTED ARE: Engineering Atlanta, GA

SAWED, SHEARED AND GAS CUT EDGES (:t 0.030") TRIPOD Support Team: Los Angeles, CA

DRILLED AND GAS CUT HOLES (:t0.030")- NO CONING OF HOLES SITE PRO 1 1-888-7 53-7 446 Plymouth, IN Salem, OR

LASER CUT EDGES AND HOLES (:t 0.010") - NO CONING OF HOLES A valmont9a..,.. Dallas, TX BENDS ARE :I: 1/2 DEGREE ALL OTHER MACHINING (:t0.030") CPD NO. DRAWN BY ENG. APPROVAL PART NO

I EDIT BALLAST EQUATION I 4893 I BMC I 5/16/2011 "' l EDIT BALLAST EQUATION I 4893 I BMC I 4/21/2011

ALL OTHER ASSEMBLY (:t 0.060") 4893 RH18 11/16/2010 TR PD-HD c PROPRIETARY NOTE: CLASS! SUB DRAWING USAGE CHECKED BY OWG. NO. "T

I DESCRIPTION OF REVISIONS I CPD I BY I DATE THE DATA AM> TECHNIQUE& CONTAINED IN THll DRAWi NO ARE PROPRIETARY INFORMATION OF VALMONT

TR PD-HD "' INDUSTRIES AND CONSIDERED A TRADE SECRET. Alff USE OR DISCLOSURE WITHOUT THE CONSENT OF 81 01 CUSTOMER BMC 11/29/2010 REVISION HISTORY VALMONT INDUSTRIES IS STRICTLY PROHISrla>.

1041/32"

TEDIT BALLAST EQUATION I EDIT BALLAST EQUATION

1713/16"

~ 42 9/16" ------11----42 9/16" -------l f--... ~>---------853/4"-------1----i

i-------------120 3/32"-------------

44"

E • H I./: 3!111! ~ M • .J TOLERANCE NOTES TOLERANCES ON DIMENSIONS, UNLESS OTHERWISE NOTED ARE: SAWED, SHEARED AND GAS CUT EDGES (r 0.030") DRILLED AND GAS CUT HOLES (r0.030")- NO CONING OF HOLES LASER CUT EDGES AND HOLES (r 0.010") - NO CONING OF HOLES BENDS ARE :t 1/2 DEGREE ALL OTHER MACHINING (r 0. 030") I 4893 I BMC I 5/16/2011

I 4893 I BMC I 4/21/2011 ALL OTHER ASSEMBLY (r 0.060'1

PROPRIETARY NOTE: I DESCRIPTION OF REVISIONS I CPO I BY I DATE THE OAT A AND TECHNIQUES CONTAINED IN THIS DRAWING ARE PROPRIETARY INFORMATION OF VAL.MONT

IHOUSTIUES AND CONSIDERED A TRADE SECRET. AHr USE OR DlSCLOIURE WITHOUT THE CONSENT OF REVISION HISTORY VAL.MONT INDUSTRIES 18 SJRICTl_ Y PROHIBITED.

DESCRIPTION

CPO NO.

4893

CLASS! SUB

81 01

/2-3/8",2-7/8" 3-1/ .. / oeo" '"'""~'~" ,_,,,. '"" "'"

1~11 Locations·

NON-PENETRATING New York, NY

Engineering Atlanta, GA TRIPOD Support Team: Los Angeles, CA

SITE PRO 1 1-888-753-7446 Plymouth, IN Salem, OR

A valmont9C.:-.. Dallas, TX

DRAWN BY ENG. APPROVAL PART NO.

"' RH18 11/16/2010 TR PD-HD c DRAWING USAGE CHECKED BY DWG. NO -r

CUSTOMER BMC 11/29/2010 TR PD-HD "'

I 6 i

i )::v. I I z x

i Member Length (fl) Displayed Loads. BLC 1, Dl Solu\1on. Envelope

Ramaker & Associates

TEM --- -I

-531b

ANT-TOP

-661

NT-BOTT

.... "' PPORT1

NY03XC189

27808 _l ____ ---------- --------------------- -----

SK-7 , ______ --- --------·-

Feb 18, 2014 at 9:53 AM

27808 Pipe Mount 2.r3d

I

~---

!

Member Length (ft) Displayed Loads BLC 2, Wlz Solution. Envelope

I Ramaker & Associates i --------------

....

137.3451b

NT-TOP

.60.9821b

15 644lb/fl

137.3451b · PPORT2

NT-BOTT

; PPORT1

' TEM NY03XC189 l----lE_8~ ______ _L _____ -------·---

SK-8

Feb 18, 2014 at 9:53 AM

27808 Pipe Mount 2.r3d ·--~----------·-----~

74.5661b

ANT-TOP

160.3221b

~· I

PPORT2

ANT-BOTT

15 G44l!:J/1~

' ""' PPORT1

i

I Member Length {ft) Displayed

! ~~~~t~~~LE~:~I~

SK-9

Feb 18, 2014 at 9:53 AM ---------

27808 Pipe Mount 2.r3d

Company Designer Job Number

Global

Ramaker & Associates TEM 27808

Display Sections for Member Cales Max Internal Sections for Member Cales Include Shear Deformation? Include Warpinq? Trans Load Btwn lntersectinq Wood Wall? Increase Nailinq Capacity for Wind? (rea Load Mesh Un"2) Merge Tolerance Jin)

IP DI A I . - eta na1ys1s Tolerance Include P-Delta for Walls? Automaticlv Iterate Stiffness for Walls?

NY03XC189

5 97 Yes

. Yes Yes Yes 144

! .12 0 .50% Yes Yes

Maximum Iteration Number for Wall Stiffness3 Gravity Acceleration (ft/sec"2) 32.2 Wall Mesh Size (in) 12 Eiqensolution Converqence Toi. (1.E-) 4 Vertical Axis y Global Member Orientation Plane xz Static Solver : Sparse Accelerated I Dynamic Solver Accelerated Solver

1 Hot Rolled Steel Code AISC 14th(360-10): LRFD Adiust Stiffness? Yes( Iterative) RISAConnection Code AISC 13th(360-05): ASD Cold Formed Steel Code AISI S100-07: ASD Wood Code AF&PA NDS-05/08: ASD Wood Temperature < 100F Concrete Code ACl318-11 Masonrv Code ACI 530-08: ASD Aluminum Code AA ADM 1-05: ASD - Building

Number of Shear Reqions 4 Reqion Spacinq Increment (in) 4 Biaxial Column Method Exact lnteqration Parme Beta Factor (PCA) .65 c s oncrete tress Block I R ectanqular Use Cracked Sections? 1 Yes Bad Framinq Warninqs? No Unused Force Warninqs? Yes Min 1 Bar Diam. Spacinq? No Concrete Rebar Set . REBAR SET ASTMA615 Min % Steel for Column 1 Max% Steel for Column i8

RISA-3D Version 11.0.1 [1:\27800\27808\Structural\27808 Pipe Mount 2.r3d]

I

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I

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I

I

Feb 18, 2014 9:53AM Checked By: __

Page 6



Global Continued ! Seismic Code I Seismic Base Elevation (ft) (dd Base Weight? CtZ jCtX T Z (sec) TX (sec) RZ RX Ct Exp. Z Ct EXP. X SD1 sos S1 TL (sec) Risk Cat Seismic Detailinq Code OmZ OmX RhoZ RhoX

Hot Rolled Steel Properties

NY03XC189

ASCE7-10 1 Not Entered Yes .02 02

Not Entered Not Entered 3 3

I .75 .75 1 1 1 5 I or II ASCE 7-05 1 1 1 1

I

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Feb 18, 2014 9:53 AM Checked By: __

_3___ A832_______ I 29000 11154 .3 .65 .49 50 1.1 65 1.1 4 A500 Gr.42 ---i96oo--11154T---:-3 --.65 .49 I 42 - 1A _ ------SS ___ 1-:-3-l

Hot Rolled Steel Section Sets Label Sha e T e lzz in4 J in4

i e mount i PIPE 2.5 Beam

Joint Coordinates and Temperatures Label x rm y [ftl z rm Temo rFl Detach From Diao ...

1 ANT-TOP 0 7 0 I 0 I 2 I ANT-BOTT 0 2.408333 I 0 I 0 '

I

I 3 RRH 0 4.5 0 0 I 4 i SUPPORT2 0 3 I 0

I 0 I

I 5 SUPPORT1 0 0 0 0

Joint Boundary Conditions _____ Joint l,.abel ___ _X_[k/inL_ ___ ___y[lslin) ___ ____Z_[lslin]_ __ ~ RoUkcft/rad] _Y Rot.[k-ft/rad]_ Z Rot.[ls:-ft/rad]____EQQ1jng,_

i-}-·; ~~~~g~+~ ----{~~-- L*:-~~~-- -~~ 1__ ReactiQn__ _______ -j------

LL_ ANT-BOTT - --- ---- ------ -----. ___________________ L __ ----------~---- --- ------- --- --------------

RISA-30 Version 11.0.1 [l:\27800\27808\Structural\27808 Pipe Mount 2.r3d] Page 7



Member Primarv Data

: 1 l-i!bel M1

Hot Rolled Steel Design Parameters Label Sha e M1 pipe mount

NY03XC189

Joint Loads and Enforced Displacements fBLC 1 : DLJ

Feb 18, 2014 9:53 AM Checked By: __

D13sign _L,i_st l\filllelial Q~sigrLf:L

Pipe J -A5'.3 GL B I T)!Ricc:il I

Kzz Cb Function Lateral

Joint Label __ _ ___LJ:::J_J\,11 _ ___ _ _Qir_e~t10_1L__ _ l\/la_gnit1Jde[(IQ,Lb=fiL(in,r<!d),_illl*sA_2/ft, lb*ftA2)] _

~~--=~----~~£-- - -- -1-- -r----- -1--------f-------- --------~~---- - ---1 Joint Loads and Enforced Displacements (BLC 2 : WLz)

Joint Label LDM Direction Maanitudefllb lb-ft\. lin radl. llb*sA2/ft lb*ftA2)1 1 ANT-TOP L z 137.345

I 2 ANT-BOTT L z 137.345 I 3 RRH L z 60.982

Joint Loads and Enforced Displacements CBLC 3 : WLx) __ Direction_ _ _____ Magnitude[(J):)_,Jl;d1L@,_@Q1_(lb*J?A2/ft, lb*ftA2)J _

x - ________ _74.56_Q__ ____ _ Joint Label ____ LDJ\,11

1-1 ---- -- -- -AN-f~TOP~_-:__-~' --~'=----------1 2 ANT-BOTT L x 74.566 3 ____ _ _FS8tl L __ . __ X ______________________ 1_a0.322_ __ _

Member Point Loads Member Label Direction Magnitude[lb,lb-ft] Location[ft, %1

No Data to Print ...

Member Distributed Loads CBLC 2 : WLz)

Member Distributed Loads CBLC 3 : WLx) Member Label Direction Start Ma nitude lb/ft F End Ma nitude lb/ft F Start Location ft % End Location ft %

M1 x 15.644 15.644 I o 0

Basic Load Cases , BLC DescriQ~tio~n~-~C"~a!fillm X Gravit¥- Y Gravity_ Z Gravity __ ~Jo=in~t ~-1 1 ' DL ' DL I ! -1 2 1-2---- -Wlz --,--W-LZ--r-----~1 --~---l---~-~3~ ! 1

Point Distributed ArealMe ... Surface(P ...

I 3 vYLx ' WLX.~--~' _______ ! _____ -~---------- ~3-~---~ __ j_ __ _

Load Combinations D escnotion S I PD I SR BLCF t BLC F t BLC F t BLC F t BLC F t BLCF BLCFac BLCFac o ve eta ... ac ... ac ... ac ... ac ... ac or ac .. ... ··-

I 1 ' 1.4DL Yes i y DL 1.4 I

I I Yes I y I DL 1.2 WLZ • 1.6 ' I I

I 2 1.2DL +1.6Wlz I 3 ! 1.2DL +1.6Wlx Yes ! y i DL 1.2 WLX I 1.6 I

RISA-30 Version 11.0.1 [1:\27800\27808\Structural\27808 Pipe Mount 2.r3d] Page 8



Load Combinations (Continued)

f-_2_- _L2QL+_L6W.hz I Ye~--_y~ ___ Pl_J_.2_ i 6 1.2DL+1.6Wlx Yes. Y DL 1.2

7 1.2DL +1.6(0 75WLz ... Yes Y DL 1.2 r-s-- - oL -· Yes~-v -01:_· -1

1-Jl- _\j\Jl-_L____ . '{_~$ ___ \( -----~!..;_J I 10 Wlx Yes Y W .. I 1

Envelope Joint Reactions Joint x flbl LC Yrlbl

1 SUPPORT1 max 310.22 3 11.36 2 min -310.22 6 0

NY03XC189

Ylf_L,l .. _ . -_1._6 ___ _ WLX -1.6 WLZ -1.2 WLX -1.2 , ·-·--·-·- --- -,------~--------------- --------- - -

- ---------------!-------- ------

LC z flbl LC MX flb-ftl LC MY flb-ftl 1 366.64 2 0 1 0 9 -366.64 5 0 1 0

3 SUPPORT2 max 1012.55 I 6 208.26 1 1003.83 5 0 1 0 4 •min '-1012.55 3 0 9 -1003.83 2 0 ! 1 0

I 5 Totals: max 702.33 6 219.62 1 637.19 5 6 min -702.33 3 0 9 -637.19 2

Envelope A/SC 14th(360-10): LRFD Steel Code Checks

LC 1 1 1 1

Feb 18, 2014 9:53AM Checked By: __

. - - I

I -- -1

MZ flb-ftl LC 0 1 0 1 0 1 0 1

u-- __ Memb~r ___ ____S_lliiruL_ __ u .Code_,J .. oc[fi] LC Shear ... Loc[ft] Dir ~Rhi*Pnc [lb] Rhi*PnLJ::>hi*Mn ... Rhi*Mn ... _ _Ch___ ___Egn_ __ _ lJ ____ M1 __ I__F:>lPJ::_2.!5_ _ .344 12.99 4 .039 L2.1aL __ 2_ l3~()~c?_2-.I Q_QIH2Q_·3_5g_9.25l_:3?_?.§:~~l_J_ . .Q.g_J _J=IJ-:1b

RISA-30 Version 11.0.1 [1:\27800\27808\Structural\27808 Pipe Mount 2.r3d] Page 9

Adhesive Anchoring Systems

3.2.9 HIT-HY 70 Hybrid for Masonry Construction

HIT-HY 70 Allowable Tension and Shear Loads for Threaded Rods in the Face of Hollow Brick1• 3• 4• 7• 9

Anchor Minimum Edge Shear Load Edge Distance6

Embedment, Tension Load, Diameter,

in.(mm)2 lb (kN)5 Distance, cmm' @cer' Minimum, Minimum, Load Reduction in. (mm) in.(mm) lb (kN)5

·8

Ger' in. (mm) cmrn' in. (mm) Factor

1/4 (6.4) 535 (2.4) 440 (2.0) 1.00

5/16 (7.9) 740 (3.3) 710 (3.2) 1.00 3-1 /8 (79.4) 6-3/8 (162) 12 (304.8) 6-3/8 (162)

3/8 (9.5) 915(4.1) 1080 (4.8) 0.88

1/2 (12.7) 915 (4.1) 1740 (7.7) 0.60

HIT-HY 70 Allowable Tension and Shear Loads for HIT-IC Inserts in the Face of Hollow Brick1• 3• 4• 7• 9

Anchor Minimum Edge Shear Load Edge Distance6

Diameter, Embedment, Tension Load,

Distance, cmrn' @cer' Minimum, Minimum, Load

in.(mm)2 lb (kN)5 Reduction in.(mm) in.(mm) lb (kN)5· 8 Ger' in. (mm) cmm' in. (mm) Factor

#14 Screw (6.4) 2 (50.8) 170 (0.8) 265 (1.2) 1.00

5/16 (7.9) 890 (4.0) 780 (3.5) 1.00

3/8 (9.5) 3-1/8 (79.4) 890 (4.0) 6-3/8 (162)

1330 (5.9) 12 (304.8) 6-3/8 (162)

0.73

1/2 (12.7) 1000 (4.4) 1840 (8.2) 0.54

1 All values are for anchors installed in hollow brick masonry with minimum masonry prism strength of 3,000 psi. Hollow brick units shall be conforming to ASTM C 652. Allowable loads are computed using a safety factor of 5.

2 Tabulated embedment depth is limited by the length of the plastic HIT-SC screens.

3 Anchors shall be installed in the face of the hollow brick masonry wall.

4 Tabulated values are for one anchor installed in the center of the hollow brick. Installation in other locations of the hollow brick (mortar joints, flanges, or cell web) is not permitted.

5 One anchor shall be permitted to be installed in each brick. Two anchors may be spaced as close as the lesser of 2 bricks or 8 in. (203.2 mm) apart without any load reduction.

6 The critical edge distance, c0

, is the edge distance where full load values in the table may be used. The minimum edge distance, cmm' is the minimum edge distance for which values are available and installation is recommended. Edge distance is measured from the center of the anchor to the closest edge.

7 Anchors are not recognized for resisting earthquake forces. For short-term loading due to wind forces, the allowable loads shall not be increased.

8 Allowable shear loads must be the lesser of the adjusted masonry or bond tabulated values and the steel values given in Section 1.3.

9 Tabulated allowable loads shall be adjusted for increased base material temperatures in accordance with Figure 1, as applicable.

HIT-HY 70 Allowable Tension and Shear Loads for Threaded Rods in Multi-Wythe Solid Brick Walls1·

3·

4·5

·6

Anchor Embedment, Tension Load, Shear Load, Minimum Edge Distance,

Diameter, in.(mm)2 lb (kN) lb (kN)

Minimum Spacing, sm;n cm;n• in. (mm) in.(mm)

3/8 (9.5) 6 (152.4) 895 (4.0) 680 (3.0)

10 (254) 1325 (5.9) 795 (3.5)

I 6 (152.4) 895 (4.0) 1075 (4.8) I 1/2 (12.7) 10 (254) 1455 (6.5) 1115 (5.0) 16 (406.4)

6 (152.4) 1025 (4.6) 1405 (6.3) or 2 complete bricks in any direction

5/8 (15.9) 10 (254) 1955 (8.7) 1445 (6.4)

3/4(19.1) 8 (203.2) 1575 (7.0) 1985 (8.8)

13 (330.2) 2135 (9.5) 1985 (8.8)

1 All values are based on mortar shear strength of 45 psi or greater. Allowable loads are computed using a safety factor of 5.

2 Tabulated embedment depth is limited by the length of the plastic HIT-SC screens.

(whichever is greater)

3 Anchors must be installec in the face of the multi-wythe URM wall. The wall must have a minimum thickness of 13 inches (3 wythes).

4 Tabulated values are for one anchor installed in the center of the brick of the multi-wythe URM wall.

5 The minimum edge distance, c , and the minimum spacing, s , are the minimum distances for which values are available and installation is recommended. Edge distance is measured from the center of th';;" anchor to the closest edge. Sp~cing is measured from the center of one anchor to the center of an adjacent anchor

6 Tabulated allowable loads shall be adjusted for increased base material temperatures in accordance with Figure 1, as applicable.

222 Hilti, Inc. (US) 1-800-879-8000 I www.us.hilti.com I en espaiiol 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Anchor Fastening Technical Guide 2011

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Search Results Latitude: 40.7445 Longitude: -74.0285

ASCE 7-10 Wind Speeds (3-sec peak gust MPH*):

Risk Category I: 105 Risk Category II: 115 Risk Category 111-IV: 121 MRI** 10 Year: 76 MRI** 25 Year: 85 MRI** 50 Year: 90 MRI** 100 Year: 96

ASCE 7-05: 102 ASCE 7-93: 80

*MPH(Miles per hour)

**MRI Mean Recurrence Interval (years)

Users should consult with local building officials

to determine if there are community-specific wind speed

requirements that govern,

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· PDF filethe mmbs cabinet and any intermediate distribution boxes: a. fiber: support fiber bundles using 1/2” velcro straps of the required