EXHIBIT E - documents.dps.ny.gov

EXHIBIT E

CON ED TOWER K47 DWG,: TITLE:

SECUR ROAD A-1 KEY PLAN & SITE LAYOUT

NYGREEN BURGH A-2 EQUIPMENT LAYOUT PLAN,A-3 ELEVATION.

SEARCH AREA. K47 A-4 CABINET DETAILSITE I.O. If: WE-03-067D A-5 SUB-BASE DETAILS

LOT#: BLOCK#: ZONING DISTRICT: MAP#: A-6 ICE CANOPY

A-7 ICE CANOPY

III A-8 EVERGOOD DETAIL

A-9 ANTENNA MOUNT DETAIL

A-10 CABLE LADDER

A-11 ICE BRIDGE DETAIL

A-12 ICE BRIDGE DETAIL

A-13 CABLE MOUNTING DETAIL,

A-14 FENCE DETAILS

A-15 GRADE DETAIL

A-16 GENERAL NOTES

A-17 GENERAL NOTES

A-18 GENERAL NOTES

A-19 CONCRETE NOTES

A-20 MATERIALS LIST

E-1 GENERAL INFORMATION

E-2 SERVICE PLAN

E-3 GROUNDING PLAN

E-4 RISER

E-5 GROUNDING DETAILS


ROB T. DIRECTIONS TO SITEINTERSECTION OF SECOR ROAD / SPRAIN BROOK


PARKWAY (OFF SECOR ROAD, HARTSDALEI E-8 DETAIL

c 105° 040 XOF 14

NY-ARC 010502 A98 05 0490 rGMc ^^ 11/3/98

NORTH

SITE LOCATION MAPSCALE: ARCH[ V*11

A R C H IT E C T S. I N C.

670 North Beers Street, Budding 2, Holmdel, NJ 07733Tel: 732.739.3200 fox: 732.739.0440

C:\NfmWark\PLOT-1\449C CD A-01.dwg Thu Feb 04 10:08:53 1999 JVe

A-1

,Q

SECOR ROAD

KEY PLANSCALE: N.T,S.

U

NEW FIBER BOXMOUNTED ON PROPOSEDUTILITY POLE (SEEDRAWING E-2)

NEW COMPOUND WITH NEWNORTEL S8000 MOUNTEDON NEW 1O'-0'lx5'-6"x12"CONCRETE SLAB WITH ICECANOPY (SEE DRAWINGSA-2, A-3, A-6 AND A-7)

EXISTING CON-EDTRANSMISION TOWERIK-47)

NEW EMS DUALPOLANTENNA MOUNTED TOEXISTING TOWER (TYPICAL'OF 3) (SEE DRAWINGSA-3 AND A-9)

1. FOR ITEMS SUPPLIED BYOTHERS SEE GENERALNOTES #2 ON DRAWINGA-16.

2. CONTRACTOR TO CLEAR ALL BRUSHFROM PROPOSED COMPOUNDLOCATION. BRUSH SHALL BECLEARED 3'-011 AROUND FENCED AREA,

3. STRUCTURAL ENHANCINGREQUIRED PRIOR TO STARTOF CONSTRUCTION. SEEDRAWING A-3 FOR TOWERUPGRADE.

oho ARC l Gii\A/ A R C H I T E C T S, I N C.

670 North Beers Street, Building 2, Holmdel, NJ 07733Tel: 732.739.3.200 Pox: 732.739.0440

gA..°.h K-47W. to No, WE-03-067D

P.C:

GMTP.C. Chkd.: Chits Dy.

EXISTING DIRTACCESS ROAD

SECOR ROAD

SITE LAYOUTA-1

Drowi.g nn.

SITE LAYOUTGA.nh of 1CS

ARCNCT Pro).n No.

A98.506-049C EKo

Pm.:

11/3/98

SCALE:1' = 501

Pr.'"' K-47 (ConEd) TOWERAdd-.: GREENBURGH, N.Y.

Approved Ey,

PROJ. MGR:

R.F. ENGR:

SAC:

OWNER:

GATE:

DATE: .

DATE:

DATE:

R.,..., No. I

Drowi,g Na

V.I.;

A-1© copyright 1998 by ARC6tlt V Architects, Inc.

C:\NfmWork\PLOT-1\0490 CD A-02.dwg Thu Feb 04 10:09:38 1999 JVe

FENCE WITH 8'-0" MANGATE ANDGREEN VINYL SLATS (SEEDRAWING A-3, A-14 AND A-15)ALIGN FACE OF FENCE WITHFACE OF TOWER

NEW: S'-0" HIGH CHAIN LINKED

NEW EVERG00D CABINET(SEE DRAWING A-8)

N

AND A-7)CANOPY (SEE DRAWINGS A-3, A-6THICK CONCRETE SLAB WITH ICEPROPOSED 101-0" x 51-6" x 12"NEW NORTEL 58000 MOUNTED ON

DRAWING A-3 AND A-10 THRU A-131ROUTED UP TOWER LEG (SEENEW COAXIAL CABLE TO BE

(SEE DRAWING A-11 AND A-12)NEW 91-0" HIGH ICE BRIDGE

RUN WITH HOISTING GRIPS(SEE DRAWING A-13).

CABLES SUPPORTED AT TOP OFANGLE SUPPORT BRACKETS.ROUTED UP TOWER LEG WITHNEW COAXIAL CABLE TO BE

TOWER (SEE DRAWING A-3)EXISTING CONED TRANSMISION

o. _ny TNIr.

•

5'-6"

/

Y

0

O

a

C?0

fi

•

0

/ 11 EQUIPMENT LAYOUT

N

SCALE:3/16" - 1'-0"

NOTE:1,1 CONTRACTOR TO LOCATE AND MARK-OUT ALLPUBLIC & PRIVATE THROUGH THE USE OF ALOCATING SERVICE PRIOR TO ANT EXCAVATIONWORK. HAND DIG IN AREAS OF EXISTINGUTILITIES AND/OR STRUCTURES

R R ARCH C`L-F'A R C H I T E C T S. I N C.

670 North Beers Street, Building 2, Holmdel, NJ 07733Tel: 732.739.3200 Fax: 732.739.0440

SA- K-47

Sh. I DN.. WE-03-0670

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EQUIPMENT LAYOUTCN.nC ,

OCSARCNCT Pr.j•a Na

A98,506-049C

oôwe

EKopar.;

11/3/98

P'.'°`" K-47 (ConEd) TOWERAdd-....GREENBURGH, N.Y.

Approval Oy:

PROJ. MGR: DATE; Rev1 CCa) 12/17/98

R F ENGR: DATER.v:.:on Na Ool.:. . ;prow ng N.

SAC: DATE:

OWNER: DATE: A-2© copyright 1998 byARCHV"VArchitects, Inc.

C:\NfmWork\PLOT-i\049C CD A-03.dwg Thu Feb 04 10:10:27 1999 JVet

TOP OF TOWER135'-011 t ABOVE GRADE LINE _ _ T-

CENTER OF NEW ANTENNAS1211-0" =ABOVE GRADE LINE

MOUNTED TO EXISTINGK-47 TOWER (SEE DRAWINGA-9)

HOISTING GRIPS(SEE DRAWING A-17)

EXISTING 130'-0°- LATTICETOWER

DUALPOL ANTENNANEW 50°(BEYOND) AND 290°---/ -

NEW COAXIAL CABLESTO Be ROUTED UPINSIDE OF EXISTINGTOWER LEG TO NEWANTENNAS.(SEE DRAWING A-13)

NEW COAXIAL CABLES ROUTED UP NEWCABLE LADDER ALONG NEW ICEBRIDGE TO EXISTING TOWER LEG (SEEDRAWING A-2 AND A-10)

NEW NORTEL 58000MOUNTED ON PROPOSED5'-6" X 10'-0" X 12" THICKCONCRETE SLAB WITH ICECANOPY (SEE DRAWING A-1AND A-2, A-4, A-6, ANDA-7)

NEW 11'X20'X8'-011HIGH CHAIN LINKFENCE WITH GREENVINYL SLATS (SEEDRAWING A-14)

.-...v 170,.°.... ^.,t.

50°

(21 ORIENTATION PLANA-3

EXISTING SHIELD WIRE.

NEW 170° DUALPOLANTENNA, MOUNTED TOEXISTING K-47 TOWER

SCALE: N.T.S.

REAM EXISTING HOLES TO3/4"0 FOR NEW 7/16"• HIGHSTRENGTH BOLTS AT ALLTOWER CONNECTIONS(TYPICAL OF 8 INSIDE LEGDIAGONALS)

GRADE LINE

SCALE:II' = 20'OTE:TRUCTURAL ENHANCING TO BEONE TO TOWER PRIOR ANY

NY-ARC 010502

n o ARC lLA R C H I T E C T S. I N C.

670 North Beers Street, Building 2, Holmdel, NJ 07733Tel: 732.739.3200___ _ Fax: 732.739,0440

5.°rchArso K-4T

s r. ID No: WE-03-067D

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ELEVATION

4CSARCNGT Pr.j.°r N..

A9.506-0490

1 WEST ELEVATION

Da.:

11/3/98

I ONSTRUCTION BEING STARTEDEE NOTE ABOVE). ENHANCMENTS

TOWER LEGS TO BE DONENE AT A TIME.

Pr°j'°° K-47 (ConEd) TOWERAddr. ..:GREENBURGH, N.Y.

Appr.vs° Dr

PROJ. 14GR:

R.F. ENGR:

SAC:

OWNER:

DATE:

DATE:

DATE:

DATE:

........................I:.

Ravt CCcRevi.io° N..

Dr°wP N°

12/17/98D.,s

A-3© copyright 1998 by ARCUSLIVArchitects, Inc.

C:\Nfmwork\PLOT-1\049C CD A-04.dwg Thu Feb 04 10:11:52 1999 JVe

4'-511

/

/

\

\

\

q /

C I C

i ` FRONT ELEVATIONSCALE; 3/811 = t'-0"

NORTEL 58000 EQUIPMENTCABINET SUPPLIED BYOMNIPOINT, INSTALLED BYCONTRACTOR

NORTEL 58000 SUB BASE,(SEE DRAWING A-5)

A-4SIDE ELEVATION

SCALE:3/8" = 1'-0"

3'-9 1/8"

U,

2 1/2"

NORTEL 98000 iEQUIPMENT

CABINET

1

EQUIPMENT PLANA-4 SCALE:318" = 1'-0"

WEIGHT OF CABINET = 1065 lbs.

WEIGHT OF BASE = 110 lbs.

RoM8 ARC( EA R C H I T E C T S. I N C.

670 North Beers Street, Building 2, Holmdel, NJ 07733I Tel: 732.739.3200 Fox: 732.739.0440

Sarah"w. K-47

6'.. ID Na,: WE-03-067D

oruwiny TO.

CABINET DETAIL

ARCNDT ProJ.ct Na

A98.506-049C JVeDaN,

10/16198

°foj14 K-47 (ConEd) TOWERA6dr.... G REENBURGH, N.Y.

APProv.d By.

PROJ. .1GR: DATE:

R.F. ENGR: DATE:

SAC: DATE:

OWNER: DATE:

R.vca:on No, i Dat.,

Drawing No.

A-4© copyright 1998 by KC 9 iTArchitects, Inc.

FP C:

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P.C. Chkas C' by

C: \NfniWork\PLOT-i\049C CD A-05.dwg Tliu Feb 04 10: 12:06 1999 JVe

8 7/8"

A-5

4'-5 1/4"

1'-5 3/8" 9" >,

18 GAUGE SHEET METAL(SUPPLIED BY CONTRACTOR)

FRONT ELEVATIONSCALE:1/2" = 1'-0"

NOTES:1. i CONTRACTOR TO VERIFYALL BOLT LOCATIONS ALLHOLES 11/161 TYPICAL WEIGHTOF SUB BASE n 110 LBS.

2. IN INSTANCES WHERE THE BTSIS DUNNAGE OR WALL MOUNTEDTHE CONTRACTOR SHALL PROVIDEAN 18 GAUGE ALUMINUM CLOSUREPANEL 3'-8" X 4'-5". HELD INPLACE WHEN SANDWICHEDBETWEEN SUB-BASE AND GRATING.DRILL (2) WEEP HOLES AT EACHCORNER AND AT CENTER.

3. ALL SUB-BASES TO BEMOUNTED TO SUBSTRATE USING1/2", HIGH STRENGTH BOLTS.WHERE MOUNTING TO CONCRETEUSE HILT) HIT HY 150 SYSTEMWITH 3 1/2" EMBEDMENT. WHEREMOUNTING TO GRATING USE HIGHSTRENGTH SADDLE CLIPS.

Y

SHADED AREA DENOTES ICABINET LOCATION ONSUB-BASE

11 9116" ,,"'

51_911

3/4"9 11

9 7/8" 8 7/811

911

3'-9"

SIDE ELEVATIONSCALE:1/2° - 1'-0"

PLAN OF SUBBASESCALE:1/2" n 1'-0"

0^0 ARCH j 5SUBBASE DETAILS Ad,r.,,:GR ENBURG , ^YOWER

A R C H I T E C T S I N Cn.nt. C.

ildin H lmd670 North B ers Street 2 l NJ 07733B

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PROJ. MGR: DATE:g , ,e , u o eTel: 732.739.3200 Fax: 732.739.0440 R.F. ENGR• DATE: Rewfon No Deis:

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OWNER: DATE:

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CABLE ACCESSPANELS IS TYPICAL)

A-5

© copyright 1998 by ARCR+IC T Architects, Inc.

C: \Nfm'Work\PLOT-1\049CgD A-06.dwg Thu Feb 04 10:12:37 1999 JVe

1'-0"

7 1/2"5 ' -0"

a'-on

4 ' -5"

5'-0"

EVERG00D EQUIPMENT CABINETSUPPLIED BY OCS [SEE DRAWINGA-81

1/20 HILTI HIT HY-150 WITH4 1/4" EMBEDMENT (REFER

FRONT ELEVATIONSCALE 1/4" - 11-0"

NY-ARC 010502

oO

o° ARCC^C^'^ A R C H I T E C T S. I N C.

670 North Beers Street, Building 2, Holmdel, NJ 07733Tel: 732.739,3200 Fox: 732.739.0440

S.orahAr..: K-47

Silo 10 No.: WE-03.0670

A.C.:

GMcPG Cnka.:

0,.M,9 Tllr.

ICE CANOPY

C+:kd or

© copyright 1998 by ARGWCETArchitects, Inc.

SPECIFICATIONS ANDINSTALLATION PROCEDURE)

51-6"x10'-O"x12" THICK 4000 PSI.CONCRETE SLAB WITH 2LAYERS 6X6 6/6 WELDEDWIRE FABRIC WITH 3" CLEARCOVER

ocsMCNCT Pr.j..f N..

A98.506-049C

1 1/2"x3/16" GALVANIZEDSTEEL BAR GRATING IN8'-0"x2'-0" SECTIONS

C 4x5.4 CHANNEL BY 6'-011 LONG,BOLTED TO VERTICAL POSTSUSING (2) 1/2110 U-BOLTS PER POST

NORTEL S8000 EQUIPMENT CABINET _WITH SUB-BASE MOUNTED TO SLABUSING 1/2110 HILTI HIT HY-150 SYSTEM

3 1/2,)NOMINAL DIAMETER)3!^..SCHEDULE 40 PIPE WITH 9"x9"x1/2"

THICK PLATE WELDED TO BOTTOM

TO MANUFACTURERS

Drawn:

JVe 11/3/98

""I"' K-47 (ConEd) TOWERAddr...:GREENBURGH, N.Y.

Approv.d by.

PROJ. MGR:

R.F. ENGR:

SAC:

OWNER:

DATE:

DATE:

DATE:

DATE:

ReoSlon No. Oolo:

Drowing No.

A-6

C: \NfmWor^\PLOT-1\049C CD A-07.dwg Thu Feb 04 1-0:13:22 1999 JVe

911

6N1 1/2"

911x91x1/2" THICK GALVANIZEDPLATE WELDED 13/16" FILLET WELD)TO 3-1/2"(NOMINAL DIAMETER) PIPE

0EDGE OF CONCRETE SLAB

D

A-7

7 1/2"

BASE PLATE PLANSCALE:1-1/2"

B

POSTS USING (2) 1/2110U-BOLTS PER POST

3 1/20(NOMINAL DIAMETER)SCHEDULE 40 PIPE WITH91101x1/2" THICK PLATEWELDED TO BOTTOM

1/20 HILTI HIT HY-150WITH 4 1/4" EMBEDMENT(REFER TO MANUFACTURERS

Ai(-

5'-6"x10',0"x12" THICK

ROBERT P. JUENGERT

r\\

Ov v

3/8" CAP(WELD ALL AROUND)

1 1/2"x3/16" GALVANIZEDSTEEL BAR GRATING IN8'-011x2'-0' SECTIONS

3/8110 J-BOLT (4 PERSECTION OF BAR GRATING)

C 4x5.4 CHANNEL BY 6'-0"LONG, BOLTED TO VERTICAL

SPECIFICATIONS ANDINSTALLATION PROCEDURE)

4000 PSI. CONCRETESLAB WITH 2 LAYERS6x6 6/6 WELDED WIREFABRIC (3° CLEAR COVER)

n

O O O-r ^C5 O Goc0 o< 5 L< a coo

ELEVATION DETAILSCALE:1-1/2° - 11-0"

o°o ARCCJC11^^ A R C H I T E C T S, I N C.

670 North Beers Street, Building 2, Holmdel, NJ 07733Tel: 732.739.3200 Fox: 732.739.0440

A- K-47

No*Sm•.rNo

ch

.: WE-0-0670

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ICE CANOPYcu..t _ A s

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ANOINT Proj.ol No.

A98,506-049C 11/3/98

Drown

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4 THICK COMPACTED3/4" CRUSHED STONE

Prq..e K-47 (ConEd) TOWERMw...: GREENBURGH, N.Y.

Approves by:

PROJ. MGR:

R.F. ENGR:

SAC:

OWNER:

DATE:

DATE:

DATE_

DATE:

R.vio.on N.

Growing N.

A-7© copyright 1998 by AR099 9T Architects, Inc.

'C: \NfmWork\PLOT-1\049C CD A-08.dwg Thu Feb 04 10:13:56 1999 JVe

11-9 1/8"

FRONT

(7 CONDUIT PENETRATION TEMPLATESCALE:1 1/2'1 = 11-0"

NOTE;1. CONTRACTOR TOVERIFY ALL DIMENSIONSPRIOR TO INSTALLATIONOF CABINET ANDFABRICATION OFCONCRETE PAD

2. TEMPLATE SUPPLIEDWITH CABINET

3. FOR ADDITIONALINFORMATION, REFER TOELECTRICAL DRAWINGS

4. EVERG00D CABINETSUPPLIED BY OCS

ROBERT P. JUENGERT

R RARCH C1A R C N I T E C T S. I N C.

670 North Beers Street, Building 2. Holmdel, NJ 07733Tel; 732.739.3200 Fox: 732.739.0440

s Ar.o; K-47

Sim ID No.: WF-03-0670

© copyright 1998 byARRC6KVV Architects, Inc,

P.C:

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';.az^:; :.^ acxc :r.:! .•.r,•.vir.>•r..•:•:v:orj:

orow:ng TM.:

EVERGOOD CABINETcc.nr.

`1 O V (V

MOIST Proj.cl No.

A98.506-0490

Orow.

JVe

D.

11/3/98

EVERG00D EQUIPMENTCABINET SUPPLIED BYOCS (SEE ELECTRICALDRAWINGS)

91-1-411, 5 7/8"

P'°'°" K-47 (ConEd) TOWERAd&...: GREENBURGH, N.Y.

Approv.0 by.

PROJ. MGR:

R.F. ENGR:

DATE:

DATE:

SAC: DATE:

OWNER; DATE:

R.vi.toe No,

SIDE ELEVATIONSCALE:3/4" = 1'-0"

N

Ooze

oro.J.ng N..

A-8

C: \NfmWork\PLOT-1\0490 CO A-09.dwg Thu Feb 04 1.0.14:22 1999 JVe

PROPOSED DUAL-ROLANTENNA

2 3/8"0 (NOMINALDIAMETER( PIPE SUPPLIEDWITH MOUNT

EXISTING TOWER LEG

0a-

VALMONT / MICROFLECTMOUNT B1709 SUPPLIEDBY CONTRACTOR

TO P BRACKET PLANA-9

(7" ANTENNA MOUNTING DETAILSCALE:3141 = 11-011

SCALE:3/4'1 = 1'-011

r2--), BOTTOM BRACKET PLANSCALE:3/411 a 11-011

NOTE: PIPE MOUNT PROVIDES A 2 3/811OUTER DIAMETER, x 6611 LONG PIPETHAT MOUNTS TO A 4-LEG ANGLETOWER WITH LEG DIMENSIONS OF 2 1/211x 2 1/211 TO 61' x 6". THE MOUNTS AREADJUSTABLE TO ACCOMMODATE LEGSLOPES FROM 0' TO 19 1/2'.MATERIALS ARE HOT DIPPEDGALVANIZED AFTER FABRICATION

oR ARCMCV-A R C H I T E C T S. I N C.


6A... K-47S+r. P Noe WE-O3-067O

P.C.: P.C. Cnkd.: Cnkd Y. 1GMc

Orewng nn. pr°'" K-47 (ConEd)TOWERANTENNA DETAIL Addr.",GRE ENBURGH, N.Y.

COW.

ocs

App ..d Lr..

PROJ. VGR: . DATE: Revl CCo 12/17/98

R.P. ENGR: DATE:R.vW.n No D.I.:

ARCNtI Prej.d N. Drown Dorn Dr.wlny Nm

A98.506-049C EKo 10/12/98SAC:

OWNER:

. DATE:

DATE: A-9copyright 1998 by ARCRI121iT Architects, Inc.

C: \NftWork\PLOT-1\049C CD A-10.dwg Thu Feb 04 10:14:38 1999 JVe

1 1/4"x3/16" GALVANIZEDSTEEL BAR GRATING IN8'-O"x2'-O" SECTIONS

C 4x5.4 CHANNEL BY6'-0" LONG, BOLTED TOVERTICAL POSTS USING(2) 1/2"0 U-BOLTS PERPOST

3 1/201NOMINAL DIAMETER)SCHEDULE 40 PIPE WITH8"x8"x3/8" THICK PLATEWELDED TO BOTTOM

3/80 HILTI HIT HY-150 -WITH 5 1/4" EMBEDMENT(REFER TOMANUFACTURERSSPECIFICATIONS ANDINSTALLATION PROCEDURE)

10'-O"x5'-6"x12" THICK 4000 PST----,CONCRETE SLAB WITH 1 LAYER6X6 6/6 WELDED WIRE FABRICWITH 2" CLEAR COVER

1 CABLE LADDERA-10 N.T.S.

ARC CV^F A R C H I T E C T S. I N C.


s.A- K-47Sr. ID xo We-03-067D

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P.C. Cnkd

Orawing Title

CABLE LADDERPr.'"'' K-47 (ConEd) TOWERAddr.>o:GREENBURGH, N.Y.

SADDLE CLIPS

THREADED ROD

CABLE CLIP

Cos.(: g APaovod erPROD. MGR: DATE;

R ENGR: DATEF Rotto.on No. Soto:

NRCNCT Projoot N. DING:. . :

Srawto No.

A98.506-049Cr7e- 10/16/98

SAC: DATE:

OWNER: DATE: A-10

BOLT SUPPORT LADDER TO NEWC4" X 5.4" WITH 5/8" HIGHSTRENGTH GALVANIZED BOLTS

PROVIDE MICROFLECT COAXSUPPORT LADDER B1736 ORAPPROVED EQUAL

PROVIDE ANDREWSSNAP-IN HANGER ORAPPROVED EQUAL

SECURE SUPPORT LADDER TONEW CONCRETE SLAB (WITH 3"X 3" X 1.5" ANLGE) WITH HILTIHIT HY-150 MINIMUMEMBEDMENT 3")

© copyright 1998 by ARC tI ù Architects, Inc.

C: \NffWork\PLOT-1\049CCD A-11.dwg Thu Feb 04 10: 14:54 1999 JVe

4"$ (NOMINAL DIAMETER( -SCHEDULE 40 PIPE AT 81-0"ON CENTER MAXIMUM. POSTTO BE ALTERNATE SIDES(SEE DWG A-2)

112110 HIGH STRENGTHU-BOLT (TYPICALI

SECURE GRIP STRUT TOVERTICAL PIPE USING 1/2"0HIGH STRENGTH U-BOLT

ICE BRIDGE POST HEIGHTWILL VARY TO ASSURE ICEBRIDGE IS LEVEL FROM NEWFENCE TO EXISTING TOWER

NOTE:VERIFY POST LOCATIONS TO AVOIDROCK FORMATIONS. IF NOTPOSSIBLE TO UTILIZE THIS DETAILDUE TO TERRAIN, CONTACT ARCNETIMMEDIATELY FOR INSTRUCTION.

RMR ARCMG '

ICEBRIDGE DETAILSCALE:1/2" - P-0"

rowing Tel.,

ICE BRIDGE DETAILNV A R C H I T E C T S. I N C.


^ .A, K-47

N. ID Nai M-03-067D

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N' OC5ARCNET Prq.ct Na

A98.506-049C JVe

6 1/2x7x3/8" THICK PLATEWELDED TO L ANGLESUPPORT

8x6 1/2x3/8" THICK PLATEWELDED TO SUPPORTANGLE

21lx24" McNICHOLS Co. GRIPH SERIES HEAVY DUTYSTRUT GRATINGTO BE MOUNTED PLUM ANDLEVEL (SEE DWG A-12) 1

PLATE DETAILSCALE:1' z 11-0"

Fmi.o! K-47 (ConEd) TOWERAdd?...: GREENBURGH, N.Y.

Appr.v.d ey:

PROD. MGR: DATE:

R.F. ENGR: DATE:

SAC: DATE:

OWNER: DATE:11/3/98

7.

2 PLATE DETAILA-11 SCALE:1" = 11-0"

Raviaion Na DohaA-11

© copyright 1998 by ARC(nl[ii Architects, Inc.

C:\NfnWork\PLOT-i\049C CO A-12.dwg Thu Feb 04 10:15:07 1999 JVe

H SERIES HEAVY DUTY STRUTGRATING 2'-01' WIDE(SEE DRAWING A-111

3/81's HOT DIPPEDGALVANIZED THREADED ROD

COAXIAL CABLES ATTACHED TOWAVEGUIDE WITH SNAP-IN HANGERS

UNISTRUT P1000 HS OR APPROVEDWAVEGUIDE EQUAL MOUNTED 3'-0"MAXIMUM ON CENTER

UNISTRUT MOUNTED TO THREADED RODUSING HIGH STRENGTH HOT DIPPEDGALVANIZED NUT AND WASHER BOTHSIDES ITYPICALI

RMR ARCH14V

La._, 3" TYPICAL

SCALE:1 1/2" = 1'-0"

rl-') CABLE ROUTING AT ICE BRIDGE

NQTE:1. ALL STEEL MEMBERS SHALL BE HOT-DIPPED GALVANIZED

2. ALL POSTS SHALL Be GROUNDED TO THE ICE BRIDGE WITHONE TINNED SOLID COPPER #2 AWG GROUND WIRE

3. ALL CABLES ROUTED HORIZONTALLY TO BE SUPPORTED AT3'-0" ON CENTER MAXIMUM

4. ALL CABLES ROUTED VERTICALLY TO BE SUPPORTED AT 4'-0"ON CENTER MAXIMUM

vV S C

670 North Beers Street. Building 2, Holmdel, NJ 07733Tel: 732.739.3200 Fox: 732.739.0440

A "o K-47Si,. tD N. WE-03-067D

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ICE BRIDGE DETAILC11.0. v

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1.58"2,015"

N.vi.:an N. 10a1.:

nRCNCT Pr.j.v No. Orarrte Odic. , : DA E:

w-"N No.

A98,506-049C JVeI 10/16/98SAC: DATE:

OWNER: DATE: A-12

1 1/4"1 5/8"

Pr.i.a K-47 (ConEd) TOWERAdd...: GREENBURGH, N.Y.

Approo.d By,.PROD. MGR:

F ENGRR

DATE;

T

© copyright 1998 by ARCR9i64 Architects, Inc.

I

C: \NfiiWDrk\PLOT-i\049C CO A-13.dwg Thu Feb 04 10: 15:24 1999 JVe

NEW MICROPLECT CUSHIONHANGER MODEL B1152OR APPROVED EQUAL,(TYPICAL OF 61

PROVIDE ANGLE SUPPORT-CLAMP MICROFLECT 81473OR EQUAL (4'-011 MAXIMUMON CENTER MOUNTED TOTOWER CORNER LEG.CONTRACTOR TO VERIFYLEG SIZE AND PARTNUMBER.

NEW 1 1/4110 CABLESROUTED THRU CUSHIONHANGER. (TYPICAL OF 61

DRILL HOLE IN ANGLESUPPORT AND ATTACHTO EXISTING HOLE INTOWER LEG,(CONTRACTOR TO VERIFYIN FIELD)

PRODUCT NUMBER LEG SIZE

B1472 21kx2" & 311x311

B1473 3 1/211x3 1/211 & 4"x4°B1474 5"x51t & 611x611

B1475 811x811

PROVIDE ANGLE SUPPORTCLAMP MICROFLECT B1473OR EQUAL (41-0" MAXIMUM ONCENTER MOUNTED TO TOWERCORNER LEG. CONTRACTORTO VERIFY LEG SIZE ANDPART NUMBER.

NEW MICROFLECTCUSHION HANGERMODEL B1152OR APPROVED EQUAL,(TYPICAL OF 61

SUPPORT CLAMPA-13

ARCC EA R C H I T E C T S. I N C.


AAr.a K-47

5.. „ Naa WE-0-067D

P,C_

GMc

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© copyright 1998 by ARC 6 Architects, Inc.

SCALE: 1 1/211 = 1'

CABLE MOUNTING DETAILCow:

`^ ocsARCNCT Pr*Jacf No.

A98.506-0490 M

ow.:

11/22/98

pr.j K-47 (Con Ed) TOWERAdo-.,,:GREENBURGH, NY

Approval by,

PROJ. MGR:

R.F. ENCR:

SAC:

OWNER:

DATE:

DATE:

DATE:

DATE:

EXISTINGTOWERLEG

Rev2 CCa

Revs CCa12/17/98

11/30/98R.Nron N. IOd.:

Ora+irre N.

A-13

C:\NftWork\PLOT-1\049C CO A-14.dwg Thu Feb 04 10:15:35 1999 JVe

9 GAUGE TIE WIRES 12" ONCENTER (TYPICAL AT TOP &HORIZONTAL BRACE RAILS)

1'10 SCHEDULE 40 PIPE MID-RAIL-BRACE (TYP, ALL GATES)

1 1/4"0 (INSIDE DIAMETER) HORIZONTAL-4BRACE RAIL AND TRUSS RODCONNECTED TO LINE AND GATE POSTSWITH BOULEVARD CLAMPS (TYPICAL)

1 1/4"0 (INSIDE DIAMETER)SCHEDULE 40 TOP RAIL(TYPICAL)

BEVELED TENSION BANDS12 GAUGE PRESSEDSTEEL 12" ON CENTER(TYPICAL)

3 1/2"0 (INSIDEDIAMETER) SCHEDULE 40CORNER POST (TYPICAL)

CONTINUOUS 6 GAUGEALUMINUM COATED STEELTENSION WIRE. BOTTOMPORTION OF CHAIN LINKFABRIC TO BE SECUREDWITH 9 GAUGE HOG RINGS18" ON CENTER

/\ \ ..:, • , / \/./^\i \i ^/ .. ,, \i/ //\T //\//^'//\ / \,'\/i\/ /ice^./i.//\^//f .. -, ^// //\ ^^ ,^• ^/^

^/'/^\\' ^^\ ^^ ` .: .

\//./, WIDE GATE) (TYPICAL O/

121'0 x 31-0" DEEP POST%4FOOTING. FILL WITH

2 GATE AND CORNER DETAIL 4000 PSI CONCRETE.

A-14 SCALE:1/4" = 1'-O"

NOTE:VERIFY POST LOCATIONS TO AVOIDROCK FORMATIONS. IF NOTPOSSIBLE TO UTILIZE THIS DETAILDUE TO TERRAIN, CONTACT ARCNETIMMEDIATELY FOR INSTRUCTION.

NOTE:CONTRACTOR TO PROVIDEGREEN VINYL SLATS FORPRIVACY

10'-0"MAXIMUM

9 GAUGE GALVANIZED (2" MESH)CHAIN LINK FENCE FABRIC

2 1/2"0 SCHEDULE 40 LINE POSTWITH 7 1/2" 9 GAUGE STEEL WIRESPACED 14" ON CENTER (TYPICALALL LINE POSTS)

NY-ARC 010502

o2

1A-14

FENCE DETAILSCALE:1/4" = 1'-0"

CONTINUOUS 6 GAUGE ALUMINUMCOATED STEEL TENSION WIRE.BOTTOM PORTION OF CHAIN LINKFABRIC TO BE SECURED WITH 9GAUGE HOG RINGS 18" ON CENTER

FINISHED GRADE OREXISTING PAVED SURFACEOR CONCRETE SLAB WHEREOCCURS

12"0x3'-O" DEEP POST FOOTING(FILL WITH 4000 PSI CONCRETE)

^^^^ ^^

o

E CFENCE DETAILS

Pr°" `" GREE (ConEd), TOWERyam-.•°:GREENBUBURGH N.Y.

qq

^pA R C H I T E C T 5 I N C G6•°+:, .

Holmdel670 North Beers Street Buildin NJ 077332 cO^

Apyrovw Dy.PRO). MGR: DATE:,, g ,

Tel: 732.739.3200 Fax: 732.739.0440 VR ENGR: DATE:F A'"^°"N° Do1O1

5•°rehA .•: K 47

Stl• 1D Nor. WE-03.0670 IVtc

P.C. Ctlkd; Chkd Or: MONGT Proiwr No.

A98.506-049C

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8

. .

SAC: DATE:DAT

OWNER: DATE:

Oraw.nq Na

A-14

9 GAUGE TIE WIRES 12" ONCENTER (TYPICAL OF ALL TOP &HORIZONTAL BRACE RAILS)

1 1/4"0 (INNER DIAMETER)SCHEDULE 40 TOP RAIL (TYPICAL)

i

1 1/21's (INNEREj\y WELDED GATE DFRAME (4'-0"

F2)

© copyright 1998 by *RCDtl V Architects, Inc,

C: \NfmWork\PLOT-1\0490 CQ A-15.dwg Thu Feb 04 1.0: 15: 48 1999 JV9

OUTSIDE OF COMPOUND

CHAIN LINK (SEE DRAWING A-14)

NEW PRESSURE-TREATED -2x12 WOOD EDGING (PLACEDAROUND ENTIRE PERIMETEROF COMPOUND)

111

GRADE

WOLMANIZED WOOD STAKES,5/4"x41'xl5" POUNDED INTOGROUND UNTIL SECURE.CUT OFF TOP AS REQUIREDTO BE FLUSH WITH EDGING.SECURE TO 2"x12" @ 4'-011ON CENTER

6"

I

X

I ► I

EXISTING SUB-GRADE

FENCE POST FOUNDATION)SEE DRAWING A-14 FORFENCE DETAILS)

(Th GRAVEL / EDGING DETAILA-15

ono ARCHCEA R C H IT CC T 5, I N C.

670 North Beers Street, Building 2. Holmdel. NJ 07733Tel: 732.739.3200 Fox: 732.739.0440

s.A- K-47U. ID N..: WE•03-0670

P.C. P.C. Chkd: Chkd br:

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SCALE: 1-1/2" = 11-0"

Drowmy Tid.:

GRADE DETAIL

OCSARCNGT Prbjocr N..

1A98.506-049C

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INSIDE OF COMPOUND

FENCE POST (SEE DRAWINGA-14 FOR FENCE DETAILS)

INSTALL NEW FILTER FABRIC -(BY MIRASCAPE OR APPROVEDEQUAL) THROUGHOUT COMPOUND.INSTALL PER MANUFACTURER'SSPECIFICATIONS.

411 THICK LAYER OF 3/411CRUSHED STONE

D.f.:

11/3/98

Pr .!_I: K-47 (Caned) TOWERAddr...:GREENBURGH, N.Y.

Approval 6y:

PROJ. MGR: DATE:

R.F. ENGR: DATE:

SAC: DATE:

OWNER: DATE:

Rovnion N.. I D.N:

Dr.w" N..

A-15© copyright 1998 by ARCG4 Architects, Inc.

C: \NflnWork\PLOT-1\049C CD A-16.dwg Thu Feb 04 10:15:57 1999 JVe

GENERAL NOT :

1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL APPLICABLE FEDERAL STATE AND LOCAL CODES ANDORDINANCES.

2. CONTRACTOR SHALL INSTALL ALL EQUIPMENT SUPPLIED BY OMNIPOINT AS NOTED ON THE MATERIAL LIST. ALLITEMS NOT SPECIFIED IN THE MATERIAL LIST SHALL BE SUPPLIED & INSTALLED BY THE CONTRACTOR.

3. ALL EQUIPMENT SHALL BE INSTALLED PLUMB AND LEVEL.

4. ALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE LATEST AISC CODEAND ASTM SPECIFICATION. STEEL SHALL CONFORM TO ASTM A-36. PIPE SHALL CONFORM TO ASTM A-501OR ASTM A-53 (GRADE B)

5. ALL CONNECTIONS OF STRUCTURAL STEEL MEMBERS SHALL BE MADE USING SPECIFIED WELDS WITH WELDINGELECTRODES E-70XX OR SPECIFIED HIGH STRENGTH BOLTS TO BE ASTM A325, THREAD EXCLUDED FROMSHEAR PLANE.

6.. ALL STEEL, AFTER FABRICATION, SHALL BE HOT DIPPED GALVANIZED PER ASTM A-123. ALL DAMAGEDSURFACES, WELDED AREAS AND AUTHORIZED NON-GALVANIZED MEMBERS OR PARTS (EXISTING OR NEW) SHALL BEPAINTED WITH 2 COATS OF ZRC COLD GALVANIZING COMPOUND MANUFACTURED BY ZRC CHEMICAL PRODUCTS Co.QUINCY, MASS., OR USE THERMAL SPRAYING WITH PLATTZINC 85/15 AS MANUFACTURED BY PLATT BROTHERS &COMPANY WATERBURY, CT 1-800-752-8276.

7. ALL SHOP AND FIELD WELDING SHALL BE DONE BY WELDERS QUALIFIED AS DESCRIBED IN THE "AMERICANWELDING SOCIETY'S STANDARD QUALIFICATION PROCEDURE" TO PERFORM THE TYPE OF WORK REQUIRED.

8. ALL GALVANIZED PIPE SIZES ARE NOMINAL DIAMETER. (INSIDE DIAMETER)

S. CONTRACTOR SHALL MEASURE AND VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS IN FIELD.ANY UNUSUAL CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT ANDENGINEER PRIOR TO THE PURCHASE, FABRICATION AND ERECTION OF ANY MATERIAL.

10. INCORRECTLY FABRICATED, DAMAGED, OTHERWISE MISFITTING, OR NON-CONFORMING MATERIALS ANDCONDITIONS SHALL BE REPORTED TO THE OWNER, ARCHITECT, AND CONSTRUCTION MANAGER PRIOR TO ANYREMEDIAL OR CORRECTIVE ACTION. ALL ACTIONS SHALL REQUIRE APPROVAL FROM THE OWNER,

11. CONTRACTOR SHALL EXECUTE ALL WORK PREVENTING ANY DAMAGE TO EXISTING STRUCTURES, ESPECIALLYTO ROOF. ANY ROOF WORK INVOLVING ATTACHMENT, REMOVAL OF FINISH SURFACE OR PENETRATION SHALLBE PERFORMED TO PRESERVE EXISTING, ROOFING GUARANTEES AND WARRANTIES. ROOF SHALL BE RESTOREDTO COMPLETE WATER TIGHTNESS WITH THE APPROVED MATERIAL AND BY A SUB CONTRACTOR PRE-APPROVEDBY THE OWNER IN WRITING.

12. MASONRY PENETRATIONS SHOULD USE ROTARY ACTION ONLY.(NO HAMMERING ACTION.)

ROBERT P. JUENGERT

13. ALL PENETRATIONS TO BE PROPERLY FIRE-STOPPED WITH 3M F.S.195 WRAP STRIPFIRE-STOP AND CP25 NON-SHRINKING PUTTY FIRE BARRIER SEALANT, MAINTAIN FIRERATING OF ALL PENETRATED SURFACES.

14. ALL MOUNTS TO WALLS TO BE SEALED AT TOP AND SIDES WITH DOW CORNING CLEARSILICONE SEALANT OR APPROVED EQUAL. SILICONE APPLICATIONS ARE TO BE TOOLEDTO MAINTAIN A FINISHED APPEARANCE.

15. CONTRACTOR SHALL PROMPTLY REMOVE ANY & ALL DEBRIS FROM SITE.

16. CONTRACTOR SHALL PROVIDE A 3/411 CHAMFER ON ALL CONCRETE SLABS.

o^PO ARC[ W1'III/ A R C H I

670 North Beers Street. Building 2. Holmdel, NJ 07733Tel: 732.739.3200 Fox: 732.739,0440

A-.: K-47sM. 10 No.: WE-03-067D

copyright 1998 by ARCGIIIb4 Architects, Inc.

P.C.

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Drawing Tai:

GENERAL NOTES

4CSARC,eT P,.1-at ft,

A98.506-049C

Drawn

JveDal.:

11/3/98

Pr°'° K-47 (ConEd).TOWERAdd, ...: GREENBURGH, N.Y.

Approval by;

PROJ. MGR:

R.F. ENGR:

SAC:

OWNER:

DATE:

DATE:

DATE:

DATE:

Raviion N . I Da.:

Orowtng N.

A-16

C: \NfbWork\PLOT-1\049C CD_A-17.dwg Tû Feb 04 10:16:0.9,.1999 JVe

17. WHERE SPECIFIED ON THE CONSTRUCTION DOCUMENTS, THE GENERAL CONTRACTOR SHALL PAINT ALL NEW ANTENNAS,SHROUD AND RELATED HARDWARE TO MATCH EXISTING CONDITIONS BELOW,

NOTE ALL PAINT TO BE SHERWIN WILLIAMS OR APPROVED EQUAL, UNLESS OTHERWISE SPECIFIED

A. ANTENNA PAINT SPECIFICATIONSSURFACE PREPARATION:

REMOVE SURFACE CONTAMINATION USING ALCOHOL SOLVENT.APPLICATION PROCEDURES

PAINTING TO BE DONE INDOORS.1. APPLY ONE PRIMER COAT OF POLANE 2.8 PLUS FIL D61H75 PRIMER IN ACCORDANCE WITH

MANUFACTURER'S INSTRUCTIONS.2. APPLY ONE TOP COAT IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.

a. FOR CELWAVE USE POLANE "HS 2,8 PLUS POLYURETHANE"b. FOR EMS USE POLANE B OR POLANE T POLYURETHANE ENAMEL

DO NOT USE THESE METAL BASED COLORS ON ANTENNAS:TURBINE ORANGE....DECIBEL ORANGE.... BETA YELLOW.... ULTRASONIC CHROME

B. MOUNTING HARDWARE / CONDUIT PAINT SPECIFICATIONSURFACE PREPARATION

REMOVE SURFACE CONTAMINATION USING ALCOHOL SOLVENT, ETHANOL. PROPANOL, ISOPROPANOL, ORBUTANOL, A TEN PERCENT SOLUTION OF METHYL ETHYL KETONE IN WATER CAN ALSO BE USED WHENEVERSTUBBORN OIL OR GREASE IS ENCOUNTERED.

GALVANIZED SURFACESONE COAT OF PERMABOND - BONDING AGENT BY CORONADO PAINT CO. #100 - 10 DO NOT LET DRYIMMEDIATELY APPLY ONE COAT OF SHERWIN WILLIAMS S-W A100 FLAT LATEX HOUSE & TRIM, A6 SERIES.LET DRY AND APPLY SECOND COAT OF SHERWIN WILLIAMS S-W A100 FLAT LATEX HOUSE & TRIM, A6SERIES (4 MILS WET, 1.3 MILS DRY PER COAT).

C. BTS CLEARANCE LIMIT LINE DEMARCATIONWHEN SPECIFIED ON CONSTRUCTION DOCUMENTS, THE CONTRACTOR SHALL PAINT A CONTINUOUS 41, WIDE SAFETYLINE WITH CON-LUX ROAD PLEX #17 TRAFFIC YELLOW OR APPROVED EQUAL ON THE WALKING SURFACE ADJACENTTO CABINET TO DENOTE REQUIRED CLEARANCE LIMITS TO CABINET.

0. HOISTING GRIPS

--- M ICROFLECT HOISTING GRIPOR APPROVED EQUAL (TYPICALOF 1 PER COAXIAL CABLE)

-8" SECTION OF 2" WIDEELECTRICAL TAPE (TYPICAL)

-COAXIAL CABLE

E R ARCELTVA R C H I T E C T S . IN C.

670 North Beers Street. Building 2, Holmdel, NJ 07733Tel: 732.739.3200 Fox: 732.739.0440

S -.h,.AP. K-47

Sit. ID No: WE-03-0670

© copyright 1998 by ARCArchitects, Inc.

P.C.,

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P.G. Cnkd: Md. br.

Drarriog To.:

GENERAL NOTES

MCNOT ProJ.cr N.

A98.506-049C

Drown

JVe

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11/3/98

Pr."" K-47 (ConEd) TOWERAddr..., GREENBURGH, N.Y.

App-.d by:

PROJ. MGR: DATE:

R.F. ENGR: DATE:

SAC: DATE

OWNER: DATE:

R.aaion N..

- k:g N-

A-17

C: \NfmWork\PLOT-1\049C-,CD A-18.dwg Thu Feb 04 .110:16:31 1999 JVe

GENERAL CABLE NOTES1. ALL CABLE CONNECTIONS TO BE WEATHERPROOFED: INCLUDING ELECTRICAL TAPE, VAPOR SEAL (BUTYL TAPE),

THREE LAYERS OF ELECTRICAL TAPE AND SCOTCH COAT (SHOWN BELOW)

STEP 1

M_ 'laws

ITAM 1 LAYER burn. TAPE AI.SO KNOWNAS MASTIC, TAFFY TAPE)

STEP 2

ir

TAPE I$ LAYERS IN I Val TAPE, AND 5

STEP 4LAYERS IN 5141 TAPE, ALL TAPE WITHMINIMUM 60% OVERLAP) COAT WITH 3MSCOTCH COTE

NOTE:

STEP 3

VERTICAL CONNECTIONS SHOULD SETAPED FROM THE SOTTOM UP 50OVERLAP MOVES WATER AWAY FROMCONNECTION.

ELECTRICAL TAPE ENDS TOBe CUT (00 NOT STRETCH)

2. CONTRACTOR TO PROVIDE DRIP LOOPS IN CABLES AND JUMPERS WHERE NECESSARY.

3. ANTENNA TAGGING:A. ALL MARKINGS TO BE DONE AS PER SCHEMATIC DRAWING LOCATED ON MATERIAL LIST

5. COLORED ELECTRICAL TAPE SHALL MARK EACH END OF CABLE AND EACH END OF JUMPERS AS CLOSETO EACH END AS POSSIBLE (NOT TO INTERFERE- WITH WEATHERPROOFING)

C. ALL TAPE MARKINGS TO BE DONE IN SEQUENCE FROM TRUE NORTH, WORKING CLOCKWISE. PER SECTORRED, WHITE, BLUE MARKING, (SEQUENCE DENOTED ON MATERIAL LIST.)

0. IN ADDITION TO TAPE MARKINGS, EACH END OF EVERY CABLE SHALL ALSO BE LABELEDWITH BRASS TAGS (SUPPLIED BY OCS) INSCRIBED WITH NUMBER AND COLOR OF TAPEMARKINGS AS INDICATED.

4. ADDITIONAL COAXIAL CABLE SUPPORT MAY BE REQUIRED TO MEET COAXIAL CABLE SUPPORT

SPECIFICATIONS (MINIMUM 31-0" ON CENTER)

5. GENERAL CABLE SPECIFICATIONS

NY-ARC 010502

LENGTH OFCABLE RUN

DIAMETER OFCABLES

MINIMUMBENDING RADIUS

51-0" 61-0" 81-0" AND 101-0" SUPERFLEXJUMPER RUNS

1/2 "m (FSJ4-50B) 1 1/4"

31-0" 6-011, 8'-0" AND 10'-0"JUPER RUN5

112 "0 (LDF4 - 50A) 511

0' THRU 100'-0" 7/8"0 (LDF5-50A) loll

101'-0" THRU 2501-0" 1 1/4"0 (LDF6-50A( 15"

251'-0" AND GREATER 1 5/8"0 (LOF7-50A) 20"

ANTENNA CONTRACTOR NOTE:ALL LENGTHS -ARE ESTIMATED. CONTRACTOR MUSTVERIFY LENGTHS AND ORIENTATION IN FIELD PRIORTO ACCEPTING BID,

Onto ARC[1 C 1v/ A R C H I T E C T S. i N C.


rhAr..: K-47

Si,.t5IDar•N..: WE-03-0670

© copyright 1998 byARCnNMVArchitects, Inc.

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P.C. Chka: Chkd by

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GENERAL NOTESgNnD _',

JCS

ARCNCT Praj•N N.,

A98.506-049C

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Dar.•.

11/3/98

Pr°"N K-47 (ConEd) TOWERAddr..x GREENBURGH, N.Y.

APProv.d by:

PROJ. MGR:

R.F. ENDR:

SAC:

OWNER:

DATE:

DATE:

DATE:

DATE:

R•vi.. n No, ID.r.:

Dra,vi„ N Nw

A-18

C:\NfmWork,\PLOT-1\049C C0 A-19.dwg Thu Feb 04 10:16:49 1999 JVe

CONCRETE NOTES

FOUNDATION

1. ALL FOOTINGS SHALL BEAR ON SOIL HAVING A MINIMUM SAFE BEARING CAPACITYOF 1.0 TONS PER SQUARE FOOT. SUBGRADE SHALL BE FREE FROM ALL LOOSE SOILAND DEBRIS. CONFIRM IN FIELD PRIOR TO PLACING FOOTINGS.

2. ELEVATIONS GIVEN CORRESPOND TO THE COMPUTED BOTTOM OF FOOTINGS ANDARE MINIMUM DEPTHS. ADDITIONAL DEPTH MAY BE REQUIRED TO REACH GOODBEARING. ALL OVER EXCAVATED MATERIALS SHALL BE REPLACED WITH 95Y COMPACTED3/4" CLEAN STONE OR CONCRETE.

3. NO FOOTINGS SHALL BE-PLACED IN WATER OR ON FROZEN GROUND. AFTER FOOTINGSARE PLACED THEY SHALL BE PROTECTED AGAINST FROST.

4. FILL AND BACKFILL MATERIAL SHALL BE FREE OF DELETERIOUS ORGANIC MATTER.

CAST-IN-PLACE CONCRETE

1. ALL CONCRETE WORK SHALL CONFORM TO THE LATEST EDITION OF THE ACI BUILDINGCODE.

2. ALL CONCRETE SHALL ATTAIN 4000 PSI COMPRESSIVE STRENGTH AT 28 DAYS,

3, READY MIX: COMPLY WITH ACI-301 AND ASTM C-94. ALL CONCRETE EXPOSED TO THEGROUND OR WEATHER SHALL BE AIR ENTRAINED.

4. COLD WEATHER CONCRETING SHALL BE IN ACCORDANCE WITH ACI-306.

5. THROUGHOUT CONSTRUCTION THE CONCRETE WORK SHALL BE ADEQUATELY PROTECTEDAGAINST DAMAGE DUE TO EXCESSIVE LOADING, CONSTRUCTION EQUIPMENT,MATERIALS OR METHODS, ICE, RAW, SNOW, EXCESSIVE HEAT AND FREEZING TEMPERATURES.

6. EARLY DRYING OUT OF CONCRETE, ESPECIALLY DURING THE FIRST 24 HOURS, SHALL BECAREFULLY GUARDED AGAINST. ALL SURFACES SHALL BE PROTECTED USING MOIST CURINGOR A MEMBRANE CURING AGENT APPLIED AS SOON AS FORMS ARE REMOVED OR FINISHINGOPERATIONS ARE COMPLETE. CARE SHALL BE EXERCISED SO AS NOT TO DAMAGE COATING.

7. APPLY NON-SLIP BROOM FINISH IMMEDIATELY AFTER TROWEL FINISHING.

8. CONTRACTOR TO COORDINATE REQUIREMENTS OF STRUCTURAL, ARCHITECTURAL,MECHANICAL AND ELECTRICAL DRAWINGS; INCLUDING ANY AND ALL PENETRATIONSSPECIFIED, PRIOR TO POORING CONCRETE.

REINFORCING

1. ALL REINFORCING BAR DETAILS SHALL CONFORM TO THE LATEST ACI CODE ANDDETAILING MANUAL.

2. WHERE REINFORCING IS CALLED OUT IN THE CONSTRUCTION DOCUMENTS ITSHALL BE PLACED 211 FROM THE TOP OF CONCRETE UNLESS OTHERWISE NOTED,ALL REINFORCING SHALL HAVE A MINIMUM OF 1 1/2" COVERAGE ON ALL SIDES, ANDENDS. PROVIDE 3" CLEAR COVER (MINIMUM) AT BOTTOM.

3. ALL BARS SHALL BE ASTM A-615, GRADE 60

4, WELDED WIRE FABRIC SHALL BE ASTM A-185

5. WHERE CONTINUOUS BARS ARE CALLED FOR, THEY SHALL BE RUN CONTINUOUSLYAROUND CORNERS AND LAPPED AT NECESSARY SPLICES OR HOOKED ATDISCONTINUOUS ENDS. LAP SHALL BE 40 BAR DIAMETERS.

ARC IEVA R C H I T E C T S. t N C.

670 North Beers Street, Building 2, Holmdel, NJ 07733Tel : 732.739.3200 Fox: 732.739.0440

S.-.hAr.a K-47

S. !D No.: WE•03-0670

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CONCRETE NOTESCOW, gI..-

ocs

ARCNeT Prq. i N..

A98.506-049C 11/3/98

Pr."" K-47 (ConEd) TOWERAdd- ., GREENBURGH, N.Y.

Approv.d Sp

PROJ. MGR: DATE:

R.E. ENGR: DATE:

SAC: DATE:

OWNER: _ DATE:

IN Won N.. Cato:

Drawing N.-

A-19© copyright 1998 by ARCS Architects, Inc.

C: \NfmWork\PLOT-i\049C_CD_A-20.dwg Thu Feb 04 10:17:00 1999 JVe

NORTEL S8000EQUIPMENTCABINET

50°SECTOR

1 RED RX

2 RED TX

DIN)M)-DIN(M)8'-0" SUPERFLEXJUMPER

D

0.

DIN F

170° SECTOR

1 WHITE RX D

DIN E0 C

C1 DIN F1 114110 COAXIAL CABLE AT X130'-O"

2 WHITE Tx

2900 SECTOR

1 BLUE RX

2 BLUE TX

CONTRACTOR:

ADDRESS:

1 1/4"0 COAXIAL CABLE AT '-1301-0"

D

D

PHONE:

D DINE

DIN FC

DIN E€

1

t

1 114" m COAXIAL CABLE AT t130'-O"

1 1/411 COAXIAL CABLE AT ±130'-0"

1 1/4"0 COAXIAL CABLE AT =130'-0"

1 1/44 COAXIAL CABLE AT =130'-0"

DIN(MI-DIN(M)6'-0" JUMPER

DIN E

DIN E

DIN F

DW F

EMS DUAL-POL'RR90-17-OODP

EMS DUAL-POL''RR90-17-OOOP

DIN F

I

EMS DUAL-POLRR90-17-OODP

DIN F D

BILL of MATERIALSNo. QTY. DESCRIPTION MANUFACT PART#

1 1 NORTEL $8000 EQUIPMENT CABINET

2 6 DINIM) - DINIM) 112"x8'-O" SUPERFLEX JUMPER

3 6 DINIM) - DINIM) 1/2"x6'-O" JUMPER

4 12 1 1/4" DIN(F) CONNECTOR

5 6 1114"1 COAXIAL CABLES )SEE DIAGRAM)

6 3 DUAL-POL ANTENNA EMS RR9017 000P

7 3 DOWNTILT BRACKET EMS MTG-D10 20

8 18 1 1/411 GROUNDING KITS

9 18 1 1/4" WEATHER-PROOFING KITS

10 6 HOISTING GRIPS

11 1 EVERGOOD ELECTRIC / TELCO EQUIPMENT EVERGOOD

o7o ARCA R C H I T E


s-chAl- K-47

sin ID No: WE-09-067D

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MATERIALS LIST

ARCNDT Proj.u Ne.

A98,506-049C

Dar.:

11/3/98

K-47 (ConEd) TOWERAddr..,..GREENBURGH, N.Y.

Apaw.d DePROJ. MGR: DATE:

R.F. ENGR: DATE:

SAC: DATE:

OWNER: DATE:

R.Vi.i.n No,

Orming _

D.t.:

A-20@ copyright 1998 by ARC-RILu' Architects, Inc.

C: \Nfmwork\PLOT-1\049C E-01.dwg Thu Feb 04 10:17:,42 1999 JVe

DESIGN CRITERIA NORTEL S8000 CABINET

1. ELECTRIC: PROVIDE AND INSTALL A 208V OR 240V, 2P, 60A CIRCUIT FROM A RELIABLE SOURCE TO THE COMMUNICATION CABINET. THISSOURCE SHALL BE LOCKED ON WITH A CO LOCK. THE CONTRACTOR SHALL PROVIDE (2) SPARE FUSES WHEREVER A FUSED DISCONNECT ISREQUIRED. THE CONTRACTOR SHALL VERIFY (BEFORE ANY CONSTRUCTION 1S STARTED) THAT THE POWER SOURCE IS BETWEEN 220V AND 240VLINE TO LINE. IF IT IS NOT BETWEEN THE SPECIFIED VOLTAGE, THEN CALL DLB ASSOCIATES, INC, AT (732) 922-8375 AND ASK FOR MARKWORTHLEY. ALL ELECTRICAL EQUIPMENT SHALL BE LABELED WITH A BLACK PLASTIC TAG WITH WHITE LETTERS "OCS" ENGRAVED IN IT.

2. UTILITY METER: IF A UTILITY METER IS SPECIFIED ON THE DRAWINGS, IT IS THE CONTRACTORS RESPONSIBILITY TO OBTAIN ALL NECESSARYINSPECTIONS, CUT-IN CARDS, ETC., THAT ARE REQUIRED TO SET THE METER. THE CONTRACTOR SHALL MEET WITH THE UTILITY COMPANY TOVERIFY METER AND TAP LOCATION PRIOR TO INSTALLATION. DLB ASSOCIATES BEGINS THE PAPERWORK WITH THE VARIOUS UTILITY COMPANIESAND CAN PROVIDE THE ELECTRICAL DETAILERS NAME AND PHONE NUMBER. CONTACT DLB AT (732) 922-8375 AND ASK FOR MARIADeVAUGHN FOR UTILITY RELATED QUESTIONS. IF TEMPORARY POWER IS REQUIRED, ALL NEC AND/OR LOCAL ELECTRIC CODES SHALL ADHEREDTO. CONTACT OCS PRIOR TO MAKING AND TEMPORARY POWER CONNECTIONS.

3. TELEPHONE: PROVIDE A 1-1/2" CONDUIT (WITH DRAG LINE IN NY AND BELDEN CABLE #8768 IN NJ AND CT) FROM THE COMMUNICATIONCABINET TO THE MAIN DEMARCATION POINT (USUALLY LOCATED IN THE BASEMENT). THE MAIN DEMARCATION POINT ALLOWS FOR THE LEASTAMOUNT OF NOISE AND THE MOST AMOUNT OF PROTECTION, FOR COST SAVINGS. A CLOSER DEMARCATION POINT MAY BE SPECIFIED INMULTIPLE STORY BUILDINGS WITH THE APPROVAL OF THE TELEPHONE COMPANY. FOR NEW TELEPHONE SERVICES IN NJ, NY. & CT, PROVIDE A4" CONDUIT WITH A DRAGLINE FROM THE SPECIFIED UTILITY POLE TO THE LOCATION OF THE NEW DEMARCATION POINT.

4. CONDUIT ROUTING THE ROUTING OF THE CONDUIT SHALL BE SUCH THAT THE EASIEST AND MOST PRACTICAL METHODS ARE USED WITHOUTIMPACTING THE BUILDING OWNER AND THE AESTHETIC APPEAL OF THE BUILDING, BECAUSE THE WORK BEING DONE IS IN EXISTING STRUCTURES,IT IS IMPOSSIBLE TO SHOW EVERY JUNCTION BOX, LB, CONDUIT BEND, ETC. IN A TWO DIMENSIONAL PLAN, IT IS FOR THIS REASON THAT THECONTRACTOR MUST VISIT THE SITE BEFORE ACCEPTING THE OFFER AND UNDERSTAND THE TRUE INSTALLATION OBSTACLES THAT ARE UNIQUETO THAT BUILDING.

WIRING METHODS

1. GENERAL. ALL WIRING IN FINISHED AREAS SHALL BE CONCEALED UNLESS NOTED OTHERWISE, IN UNFINISHED AREAS, SUCH AS BASEMENTS,MECHANICAL ROOMS, ELECTRICAL CLOSETS, ETC. WIRING SHALL BE ROUTED ON THE INTERIOR SURFACE. NO WIRING SHALL BE ROUTED ON THEOUTSIDE SURFACES OF THE BUILDING UNLESS SPECIFICALLY NOTED. ALL NEC AND LOCAL ELECTRIC CODES SHALL BE ADHERED TO. ALLCONDUCTORS SHALL BE COPPER UNLESS OTHERWISE NOTED.

2. BELOW GRADE (UNDERGROUND IN EARTH OR FILL) ALL CONDUITS SHALL HAVE A MINIMUM BURIAL DEPTH OF 24". BRANCH CIRCUITS SHALLCONSIST OF PULLED CONDUCTORS IN DIRECT BURIED SCHEDULE 40 PVC CONDUITS. CONDUITS THAT ARE BURIED UNDER EARTH THAT HAVEHEAVY VEHICLE TRAFFIC OVER IT SHALL BE' ENCASED IN CONCRETE. CONCRETE ENCASEMENT SHALL BE 3" MINIMUM ALL AROUND ANDBETWEEN CONDUITS. ALL ELBOWS USED WITH PVC CONDUIT SHALL BE SCHEDULE 80 PVC. ALL CONDUIT INSTALLED ABOVE FINISHED GRADESHALL BE SCHEDULE 80 PVC. PRIOR TO EXCAVATION, A UTILITY MARK OUT SHALL BE DONE TO LOCATE EXISTING UNDERGROUND UTILITIES.PICTURES SHALL BE TAKEN OF ALL UNDERGROUND WORK TO BE VIEWED AT THE PUNCHLIST.

3. INDOORS (UNCLASSIFIED AREAS): ALL FEEDERS SHALL CONSIST OF PULLED CONDUCTORS IN EMT. ALL BRANCH CIRCUITS SHALL CONSIST OFPULLED CONDUCTORS IN EMT., EXCEPT 15 AND 20 AMPERE I POLE LIGHTING RECEPTACLE. OR MISCELLANEOUS BRANCH CIRCUITS CONCEALEDABOVE SUSPENDED CEILINGS OR WITHIN DRY WALLS SHALL CONSIST OF TYPE MC METAL CLAD CABLE IF ALLOWED BY CODE. CONNECTIONS TOCOMMUNICATION CABINET AND VIBRATING EQUIPMENT SHALL CONSIST OF PULLED CONDUCTORS IN FLEXIBLE METALLIC CONDUIT, MAXIMUM 6' INLENGTH.

4. OUTDOORS OR INDOORS CLASSIFIED 'DAMP' OR 'WET' LOCATIONS: ALL FEEDERS AND BRANCH CIRCUITS SHALL CONSIST OF PULLEDCONDUCTORS IN RGS OR RA CONDUIT. CONNECTIONS TO COMMUNICATION CABINET AND VIBRATING EQUIPMENT SHALL CONSIST OF PULLEDCONDUCTORS IN LIQUID TIGHT FLEXIBLE STEEL CONDUIT, MAXIMUM 6' IN LENGTH.

SYMBOLS LEGEND ABBREVIATIONS AND LABELS

IDENTIFIER DESCRIPTION IDENTIFIER DESCRIPTION IDENTIFIER DESCRIPTIONAFF ABOVE FINISHED FLOOR

0 SAFETY SWITCH o..-... ELECTRICAL WRING E EXISTING ELECTRIC AFG ABOVE FINISHED GRADE(TURNING UP) AWG AMERICAN WIRE GAUGE

PANEL BOARD NE NEW ELECTRIC C CONDUIT--_^ ELECTRICAL WIRING CB CIRCUIT BREAKER

0 ELECTRIC METER (TURNING DOWN) T EXISTING TELEPHONE EMT ELECTRICAL METALLICTUBING

RO GERT ® COMMUNICATIONS CABINET -NT- NEW TELEPHONE GND GROUNDMC METAL CLAD CABLE

BACKBOARD ---NE--- NEW UNDERGROUND MCB MAIN CIRCUIT BREAKERELECTRIC MDP MAIN DISTRIBUTION PANEL

RECEPTACLE^'' -- E --- EXISTING UNDERGROUND

MGB MASTER GROUND BARMLO MAIN LUGS ONLY

il % NEW UTILITY POLE ELECTRIC N NEUTRALw^

EXISTING UTILITY POLE NEW UNDERGROUNDTNEC NATIONAL ELECTRIC CODE

NL-

-----N P PANELTELEPHONE PP POWER PANEL

i MASTER GROUND BAR(S ^'

PVC POLYVINYL CHLORIDE^ ,q ^y Q _ _ T - - - EXISTING UNDERGROUND RA RIGID ALUMINUMy^ qc 0io5 cal INSULATED GROUND BAR TELEPHONE RGS RIGID GALVANIZED STEEL

WP WEATHER PROOFcm UNINSULATED GROUND BAR -PL- PROPERTY LINE

D D (^*" A•RC ]RU

ev'GENERAL INFORMATION

CON ED TOWER (K-47)*a*,s TOWER K-47 [CON ED]DVD

A R C H I T E C T S I N C d.r!GREENBURGH, NY.

, .((^^rÎ

^

670 North Beers Street Buildin Holmdel NJ 077332 O ^PROD. MGR: DATEg . ,,

Tat: 732.739.3200 Fox: 732.739.0440 7. iR F ENGR: DATE: R".4 en 14. OeW

Arnim CON ED TOWER IK-471 JW -03 67- GMcFZ

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DLB#: 23756

C: \Nf0WOrk\PLOT-1\049C E-02.dwg Thu Feb 04 10:17:52 1999 JVe

5 KEY NOTES (Symbols Etc.)1

0 1. EXISTING TELCO DEMARCATION POINT.

5 9

i

2. NORTEL 58000 CABINET.

83. EXISTING LATTICE TOWER.2

4. NO TEMPORARY POWER AVAILABLE AT THIS SITE.

13

N

5. PROVIDE NEW 200A BYPASS UTILITY APPROVEDMETER SOCKET.

6. NEW ELECTRIC FEEDER ROUTED UNDERGROUND."

zCONDUIT WITH 3#3 FROM THEPROVIDE (1) 3

Il 12 UTILITY POLE TO THE NEW METER.APPROXIMATE DISTANCE = 25'.

l3

7. EVERGOOD ELECTRICAL EQUIPMENT ENCLOSURE.PROVIDE (1) 50A, 240V, 2 POLE, 1 PHASECIRCUIT BREAKER.

11128. NEW TELEPHONE SERVICE ROUTED UNDERGROUND.

PROVIDE A 1-1/2" CONDUIT WITH 1(6) PAIR, #22AWC INDIVIDUALLY SHIELDED, SOLID TINNEDCOPPER CONDUCTOR CABLE (BELDEN CABLEPART #8768). APPROXIMATE DISTANCE - 25'.

1a

tui 9. 2#2 SOLID TINNED COPPER GROUNDS. REMOVEPAINT AND OTHER FOREIGN MATTER IN ORDERTO ACHIEVE A GOOD BOND. APPROXIMATEDISTANCE = 15'.

11 1210. ATTACH TO NEW GROUND ELECTRODE.

a 11. TELEPHONE COMPANY TO EXTEND OVERHEAD13 0 TELEPHONE LINES.

'.z< 12. POWER COMPANY TO EXTEND OVERHEAD

ELECTRIC LINES.SWITCHYARD

11 12 13. CONTRACTOR TO PROVIDE AND SET UTILITYPOLES.

16375W413

14. POLE MOUNTED TELCO EQUIPMENT TO BEPROVIDED BY BELL ATLANTIC.

tt^.^ SECOR ROAD

1 41

V

RO ERT

A^ts^

y NOTE: THE CONTRACTOR MUST VERIFY TAP ANDOC T ON WIT THE UTILITY COMPANYMETER .L A HI

9rx ^^ WARNING: THE TELCO DEMARC HAS NOT BEEN° CONFIRMED BY THE TELEPHONE COMPANY.

Q

0 ° Qq q 0^p^nâyT^,OF SCALE: E-2

SITE PLAN NONE01

9

2 ^q M (^^jC RVICE PLAN"CON ED TOWER (

TOWER K-47 (CON ED)0J

H L'^ LI8 R AR GREENBURCHI NY.ARCH1T¢CTS,: NC. a.*_` Appr"W Op

PROD MGR; DATE:670 North Beers Street. Building 2, Holmdel, NJ 077333200 Fox: 732.739.0440Tel: 732 739

.

ENGR DATE,R F M60k^

01

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.1Ar- CON ED TOWER IK-472 l r^ rte

l ^M JLi]Alwa Aqod K.

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d1 11/4/96

049d]LA98 506

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E-2r 7 C11. IDNwWE-03-067-0 J!. . OWNER: GATE:

OLBI: 23756

C:\NfmWork\PLOT-1\049C E-03.dwg Thu Feb 04 10:1B:03 1999 JVe

GENERAL NOTES

7 $ ti 1. WHERE ICE BRIDGES AND ICE SHIELDS AREtt USED, BOND ALL POSTS VIA #2 SOLID TINNED

----- -

-- - .^, WIRE TO THE .GROUND RING.

127 t3

^Q KEY NOTES (Symbols QQ , Q , Etc.)

1. COMMUNICATIONS CABINET.

t^ NTENNA2. A .

{ 3. ALL COAXIAL CABLES SHALL BE GROUNDED AT

4 3'^7

THIS POINT VIA CABLE GROUND KITS TOGROUNDING BAR.+

^tt ^ 4. 2#2 SOLID TINNED COPPER GROUND. ATTACHi -°---'--'- tt TO GROUND ELECTRODE. REMOVE PAINT AND

OTHER FOREIGN MATTER IN ORDER TO ACHIEVEin A GOOD BOND.

5. ALL COAXIAL CABLES SHALL BE GROUNDED TOA GROUND BAR AT THIS POINT VIA CABLEGROUND KITS. NEWTON INSTRUMENT COMPANYOR EQUAL. THIS GROUND BAR SHALL BELOCATED JUST BELOW THE POINT WHERE ALLCABLES COME TOGETHER AND DESCEND DOWN

SITE PLAN SCALE: E-3 THE TOWER. THIS GROUND BAR SHALL BENONE 01 ATTACHED DIRECTLY TO THE TOWER VIA BEAM

CLAMP. .

6. #2 SOLID TINNED COPPER CONDUCTOR RUN INA CONTINUOUS LOOP A MINIMUM OF 30" BELOWGRADE. MAINTAIN A 24" CLEARANCE FROMCONCRETE PAD.

7. PROVIDE (5) 3/4" x 10' GROUND RODS. EVENLY2 SPACE AT A MINIMUM DISTANCE OF 10'

5 BETWEEN RODS. CADWELD GROUND RODS TOGROUND RING.

i B• PROVIDE A B" TEST WELL FOR GROUND ROD.SEE DETAIL E-8.

9. 2#2 SOLID TINNED COPPER CONDUCTOR FROMISOLATING GROUND BAR TO GROUND RING.

10. ALL COAXIAL CABLES LEAVING THECOMMUNICAnON CABINET SHALL BE GROUNDEDAT THIS POINT VIA CABLE GROUND KITS.NEWTON INSTRUMENT COMPANY OR EQUAL.THIS GROUND BAR SHALL BE LOCATED AT THEPOINT WHERE THE CABLES MAKE A NINETYDEGREE BEND OFF THE TOWER.

It FOR NEW FENCE INSTALLATIONS BOND ALLCORNER FENCE POSTS AND GATES.

12. EVER0000 ELECTRICAL EQUIPMENT ENCLOSURE.

13. 1#2 SOLID TINNED COPPER GROUND FROM' EVERG000 CABINET TO THE GROUND RING.

R0H ERT

) v A•Cl)

t LEGEND DESCRIPTION DETAIL NO.

oMASTER GROUND BAR 1/E-5

O INSULATED GROUND BAR 1/E-5

4 9 m UNINSULATED GROUND BAR 1/E-7

------------ COAXIAL CABLES NONE: E 3

ELEVATION SCALENONE 02 ANTENNA 1/E-7

PsawO' TIN "I"' CON ED TOWER (K-47)E *"W/10El ARCH MV

GROUNDING PLAN K-47 (CONED)

AddY&e 0fq

GRGREENENBURG H, NY.

A R C H I T E C T S. I N c.!

CAMi

Approved !p

e 7 33C

O (1^ MGR: GATE:PROJ670 North Beers Street. Building 2, Holmdel, NJ 0 7 ^3^V33 iJ

.o Tel: 732.739.32 00 Fox: 732.739.0440 ENOR: DATE:R F

-- P.W P.G CNd, GTkd by,aCON ED TOWER IK-471

LIMO qq

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049C JW 11/4/98A98 506

. .

SAC: DATE:!h•orn! Na

E QE-3w. m N. WE-03-067-17 . . OWNER: DATE:

OL13#: 23756

C:\NfmWork\PLOT-1\049C-E-04. dwg Thu Feb 04 10:18:25 1999 JVe

KEY NOTES (Symbols (D, ®, Etc.)t4 0 12 _ _-_1. NORTEL 58000 CABINET.

2. FIELD LOCATED MASTER GROUND BAR (MGB).MGB SHALL BE LOCATED SUCH THAT ALLGROUNDING CONDUCTORS ATTACHED TO IT ARE

5 4 1 5 COMING FROM ABOVE. (I.E. BOTTOM OF BTSDUNNAGE, SIDE OF CONCRETE PAD, ETC). SEEDETAIL 1/E-5.

3. COAXIAL CABLE GROUNDING KIT. SEE DRAWINGQ I

6 a E-3 FOR LOCATION OF THE KITS.

1i4. EVER0000 POWER CABINET SUPPLIED BY

OMNIPOINT. PROVIDE (1) 50A, 2 POLE & (1)r r •; ^,

. '

20A, 1 POLE CIRCUIT BREAKER.

1 LI II 5. EQUIPMENT TO BE MOUNTED AS SHOWN ON THEy ARCHITECTURAL DRAWINGS.

15

6. 1#2 STRANDED, INSULATED GROUND WIRE FROM11 9 COMMUNICATION CABINET TO THE MGB.

ie 7. INTEGRAL GROUND KIT CONDUCTOR WITH TWOHOLE LUG. ATTACH DIRECTLY TO THE MGB ORCONNECT TO A #2 SOLID TINNED COPPERGROUND WIRE VIA CTAP PANDUIT #2-40,

GTHE MGB VIA LONGSOLIDCONNECTW6 16 O HOLE LUBARREL T

SCALE: E-4 8. CONDUIT FROM POWER SOURCE TO EVERG000NORTEL S8000 CABINET RISER NONE 01 CABINET. FOR CONTINUATION SEE E-2.

875 5.8755 9. MAIN GROUND WIRE FROM THE MGB TO THE. GROUND POINT. FOR CONTINUATION SEE2.563 2.563 DRAWING E-2.

7.062-- BACK6.062 G g o 10. PROVIDE A 1" CONDUIT WITH 3#6 & 1#10G

5.2824 514

FROM EVERGOOD CABINET TO COMMUNICATION.CABINET.

2.781

1.000 FRONT 11. CONDUIT FROM THE DEMARCATION POINT TO THE0.000 COMMUNICATION CABINET. PULL (1) 5 PAIR #22

0.813 0.513 AWO INDIVIDUALLY SHIELDED TINNED COPPER

3.250 3.250

L

CONDUCTOR CABLE (BELDEN CABLE PART

5.8758755 #8768). LEAVE 5' OF SLACK WIRE AT BOTH. ENDS OF CONDUIT FOR CONNECTIONS. FOR9,000 - 9.000

nCONTINUATION SEE DRAWING E-2.

0 00.562 (4) PLACES, ANCHOR POSITIONS 12. COAXIAL CABLES. REFER TO ARCHITECTURAL

01.375 (6) PLACES, OUTGOING POWER DRAWINGS FOR QUANTITY.

02.500 (2) PLACES. OUTGOING POWER 13. PROVIDE A 3/4" CONDUIT WITH 2#12 & 1#12GL OD 03.000 (2) PLACES, INCOMING POWER FROM EVERGOOD CABINET TO TELCO

OARD DISCONNECTK .BAC B

01SCALE:

EVERGOOD LAYOUT TEMPLATE NONE p2 14. NEW ELECTRIC METER. SEE DWG E-2 FORADDITIONAL INFORMATION.

RT 15. CONCRETE PAD. SEE ARCHITECTURAL PLANSSIZE. TEMPLATE FOR MOUNTING AND CONDUITLOCATION SUPPLIED WITH EVERGOOD CABINET.

y 16. PROVIDE 3/4" PVC CONDUIT WITH 1#2 GROUND

oFROM THE EVERG000 CABINET TO THE MGB.

d3,coô5°OF NE`s

N- 502

D "'I^ RISER

•

CON ED TOWER (K-47)A*kvw TOWER K-47 (CON EDI

H TH ARC[ Û GREENBliRC3Hl NY.ARCH I T B C T S, INC. al, t , ocs Ar

UGR: GATE:PROD670 North Beers Street, Building 2, Holmdel, NJ 07733 .Tel: 732.739.3200 Fox: 732.739.0440 ENGR: DATE:R F

Amiss CON CO TOWER IK 471rGM

rA Ow, a l,e

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O49 jCA98 5O6 J W 11/4/98

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SACOATS:

DATE

ArC/^L ^!c . . OWNER: :

DL9#: 25756

C; \NfmWork\PLOT-1\049C E-05.dwg Thu Feb 04 10:18.:42 1-999 JVe II

GENERAL GROUNDING NOTES

SOLID 12 TINNED COPPERGROUNDING CONDUCTORS 1. ANTI OXIDANT COMPOUND SHALL BE APPLIED

S" RADIUS MIN TO ALL GROUNDING CONNECTIONS (CTAPS,

B MAIN GND, MOB, ETC.)5PAN r

0 2, THE CONNECTIONS TO THE MASTER GROUNDBAR MUST FOLLOW THE PANT METHOD, SEE

; 4a ' +^ '

SPECIFICATIONS.^ , +o g . 1_

0 o O o o e .8° 8oQo o0 OW A DOWNWARF_ OLL3. THE GROUND RUN SHALL„11 PATH FROM THE ANTENNAS TO THE MASTER

MAD GROUND BAR.5 2

4- ALL CONNECTIONS SHALL BE. MADE WITH AN

MAIN GROUNDING DOWN CONDUCTOR.RADIUS MINIMUM.

5. ANY GROUND WIRES, SOLID OR STRANDED,THAT PASS THROUGH CONDUIT, METALLIC

NOTE: THERE ARE ADDITIONAL CONNECTIONS TO THE MASTER SLEEVE, OR CABLE COVER, SHALL BE BONDEDGROUND BAR THAT ARE NOT SHOWN IN THIS DETAIL AT BOTH ENDS.

6. WHERE TRAY IS USED BOND ADJACENT TRAYWITH A #5 STRANDED JUMPER VIA TWO HOLELUGS. BOND BOTH ENDS TO THE #2 SOLIDTINNED WIRE.

SCALE'E

Etc )lb Q QKEY NOTES (SMASTER GROUND BAR TERMINATION DETAIL NONE D1.ym o s , ,

1. ALL COAXIAL CABLES LEAVING THECOMMUNICATION CABINET SHALL BE GROUNDED

¢Q ^ l^` ^1 QQ P`' C`" v rAT THIS POINT VIA CABLE GROUND KITS.NEWTON INSTRUMENT COMPANY OR EQUALp ^ p y p y ^ (v i. Q ,

20" X 4" X 1/4") ,#8-6142 (GROUND BAR#3015-8 (5/8"3061-4 (INSULATORS) ,#

LOCKWASHERS), #A-6056 (WALL MOUNTING

SOLID #2 BRACKETS), AND #3012-1 (5/B"-11 X 1"C B or C A or C A, D or D

TINNED COPPERB or H.H.C.S. BOLTS).

vGROUND KIT B or C A A, C or D

2. HYDRAULICALLY COMPRESSED LONG BARREL#2/0 STRANDED

D A C2-HOLE GROUNDING LUG FOR GROUNDING

(MAIN DOWN A or C A, C or CONDUCTORS BETWEEN CABLE AND THECONDUCTOR) THOMAS &AR TERMINALM .ASTER GROUND B

MASTER GROUND BAR A or C A A or C BETTS #54811BE OR EQUAL,

STRUCTURAL ORTOWER STEEL

A, C or 0 A C or 6 A, C or D3. HYDRAULICALLY COMPRESSED LONG BARREL

2-HOLE GROUNDING LUG FOR THE MAINWN CONDUCTOR BETWEEN THEGROUNDING DO

GROUND ROD C C MASTER GROUND BAR TERMINAL AND THE MAIGROUNDING ELECTRODE. THOMAS & BETTS#54862BE OR EQUAL.

TERMINATION TYPES:

4 3/8" STAINLESS STEEL DIAMETER BOLTS TOA 2-HOLE MECHANICAL LUG WITH HYDRAULICALLY CONNECT GROUNDING LUG TO THE GROUND

w COMPRESSED LONG BARREL.R I"RT

BAR (TYPICAL).B DOUBLE BARREL COPPER HYDRAULICALLY COMPRESSED

CONNECTOR. 5• 3/8" STAINLESS STEEL DIAMETER FLATW

0 Cj! .. J►C CADWELD

WASHER (TYPICAL).

"

0

D BEAM CLAMP 6, 3/8 STAINLESS STEEL DIAMETER LOCKWASHER (TYPICAL).

7, 3/8" HEX HEAD STAINLESS STEEL NUT(TYPICAL).

°col

OF NEB SCALE:

RY12 GROUNDING MATRIX NONE

a Or"oo TN*ROUNDING DETAILSG "**-

RH ARCH

CON ED TOWER (K-47)TOWER K-47 CON EDI

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c

LI V LITA R C H I T E C T S, i N C, CLM ^^ Iyp"

\^\\ O S PROD.NJ 07733Holmdelildi 2h St t B7 N

GREENBURGH, NY.a^,

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o,ng ,ree , u0 ort6 Beers

Tel: 732.739.3200 Fox: 732.739,0440 R.F. ENGR. DATE; ' X700 M°

4CON FO TOWER {K-471 JI_

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049C JW 11/4/98A9 8 506 O

SAC: DATE:

DATEWNER11 to x..wE-os-o -o , . : :

DL9 #: 23756

C: \NfniWork\PLOT-1\0490 E-06,dwg Thu Feb 04 10: 18: 51 1999 JVe

INSTALLATION:

1. CUT AND REMOVE A 2 INCH SECTION OF CABLE'2' JACKET SHOWN IN FIGURE #1. USE CARE NOT

TO GOUGE OR CRUSH THE CABLE.

2. CLEAN THE EXPOSED SURFACE OF THE OUTERCONDUCTOR WITH BRONZE OR STEEL WOOLUNTIL THE SURFACE IS CLEAN AND BRIGHT,ALSO CLEAN ONE INCH OF THE JACKET EACH

SCALE: E-6 SIDE OF F THE CUT SURFACE WITH A CLEANFIGURE 1 NONE of

3. WRAP THE COPPER GROUNDING CLAMP AROUNDTHE EXPOSED OUTER CONDUCTOR. SECURE THE

CROUNDING CLAMP GROUNDING CLAMP WITH THE STAINLESS STEELHOSE CLAMP AS SHOWN IN FIGURE #2 AND #5.

SLOT FOR HOSECLAMP 4. ATTACH THE TWO HOLE GROUNDING LUG TO THE

CABLE GROUNDING CLAMP WITH 1/4" - 2114'- 20 HARDWARE. SEE FIGURE #2.HARDWARE

5. CLEAN THE SURFACE THOROUGHLY WHERE THEGROUNDING SINGLE HOLE GROUNDING LUG IS TO BESTRAP ASSEMBLY CONNECTED. THE GROUNDING SURFACE MUST

BE CLEAN OF ANY PAINT, GREASE, RUST OR#2 SCUD TINNED COPPER OXIDATION FOR A GOOD ELECTRICAL CONTACT.GROUND WIRE, THE GROUNDING SURFACE SHOULD BE A METAL

2 BARREL HYDRAULICALLY TOWER MEMBER OR DOWN CONDUCTOR LOCATEDCRIMPED CONNECTION. BELOW THE GROUNDING CLAMP. THE

GROUNDING WIRE SHOULD BE RUN STRAIGHTDOWN - NO DRIP LOOP. SEE FIGURE #2.

SCALE: E- 6 6. BOLT THE GROUNDING LUG ONTO THE PREPAREDFIGURE 2 NONE 02 SURFACE WITH A 3/8' - 16 HARDWARE.

AFTER TIGHTENING PAINT THE GROUNDING LUG,AND SURROUNDING AREA WITH A ZINC BASEDCORROSION CONTROL PAINT.

ELECTRICAL TAPE OVER 7. WRAP THE GROUNDING LUG AND WIRE AT THETHE PUTTY TAPE, CLAMP ASSEMBLY WITH SEVERAL TURNS OF

PUTTY TAPE AS SHOWN IN FIGURE #3. FORMTHE PUTTY BY HAND AROUND THE LUG. WRAPTHE REMAINDER OF THE PUTTY AROUND THEENTIRE GROUNDING CLAMP AND LUG, INCLUDINGONE INCH OF CABLE JACKET ON EACH SIDE OFTHE CLAMP. FORM THE PUTTY AROUND THE

SEIM GROUNDING CLAMP AND JACKET BY HAND TOASSURE A WEATHERPROOF SEAL, SEE FIGURE#4, TO COMPLETE WEATHERPROOFING, APPLY

PUTTY TAPE ELECTRICAL TAPE OVER THE PUTTY COVEREDCONNECTION. OVERLAP EACH TURN,STRETCHING THE TAPE SLIGHTLY WHILEAPPLYING THE FIRST TWO LAYERS AND LIGHTLYWRAPPING THE LAST TWO LAYERS. COMPRESSTHE WRAPPINGS WITH BOTH HANDS TO INSURECOMPLETE CONTACT WITH ALL LAYERS OF TAPE

FIGURE 3 SCALE: E-6FIGURE 4

5CALE: E-6.

NONE 03 NONE 04

ROBERT P. JUENGERT

ADJUSTABLE STRAP

::Vr ( GROUNDING CLAMP`

or

^^

^^RC oio5y0`^

6` FIGURE 5 SCALE:

E-NONE 05

R ARCHC4HPr" rift "' ED -47)(K

ROUNDING DETAILS *es•-CON

TOWER K-47 (CONTOWER

ED)GT GREENBURGH, NY,ARCHITEC TS. IN C

c .773 \\\ OG^ PRIG MGR: DATE:I ON*lmdel 3Ho NJ 0570 North Boers Street. Building 2,

o Tel: 732.739.3200 Fox: 732.739.0440 ENCR: DATE:R F R" 'I0"

GTOWER►G eria. []

Anm CON CO tK-471McON ED

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A985o6o49 j[j(

lumxerSAC: DATE:

C JW 11/4/98 OWNER DATE,^6ID N 57.0 :

0LB#: 23756

C:\NfmWork\PLOT-1\049C E-07.dwg Thu Feb 04 10:19:02 1999 JV9

KEY NOTES (Symbols Q, (D, Etc.)

1. ANTENNA.

2. MAST.

3. ANTENNA JUMPER (TYPICAL FOR 2).

4. REFER TO GROUNDING .KIT DETAIL. DO NOTINSTALL ON BENDS (TYPICAL FOR 2).

5. CADWELD TYPE "VS".

6. ANTENNA COAXIAL CABLE (TYPICAL FOR 2).

7. TO COMMUNICATION CABINET.

8. TO COLLECTOR BAR.

9. #6 INTEGRAL GROUND CONDUCTOR FROMGROUNDING KIT TO #2 SOLID.

10. #2 SOLID TINNED COPPER GROUNDINGCONDUCTOR 3* MINIMUM RADIUS.

11. 2 BARREL HYDRAULICALLY COMPRESSEDCONNECTION PANDUIT CATALOG # CTAP 2-40.

Z

4

10

11 U7

v T

rs^^^RC usoy°z^04

ANTENNA GROUNDING SCALE:E-7

NONE 01

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AS-BUILT2

ORIGINAL SIZE IN INCHES

TECTONICPLANNING

• ENGINEERING• SURVEYING• CONSTRUCTION

MANAGEMENT

TECTONIC Engineering & SurveyingConsultants PC.

1279 ROUTE 300NEW,.: 164 NY 12550

645 567-6656PNFa•: B!5 56]-6703

a1OM!!!OINT

8B,.^ R 19,TIsz_ÔMNWOINT_

LAN-RD

RF

CONSTRUCTION

APPROVALS

PROJECT NUMBER

2356.03-0670

REV DAZE REVISION

A 3/6/09 AS GUILTS

ISSUED BY

I

DESIGNED BY

II

TEN

DRAWN BY

WE-03-067-DCON-ED TOWER K-47DOBBS FERRY ROADGREENBURGH, NY 10607

2356.03-0670

SHEET TTRE

PARTIAL SITE PLAN

3

UNAUTHORIZED ALTERATION OR ADDITIONS TO A DOCUMENTBEARING THE SEAL OF A LICENSED PROFESSIONAL ENGINEER ORLAND SURVEYOR 15 A VIOLATION OF SECTION 7209 SUBSECTION2 OF THE NEW YORK STATE EDUCATION LAW.

SHEET NUMBER

AB-1

EXIST 6' HIGH CHAINLINKFENCE W/GREEN VINYL EXIST OCI #2/0 SOLID COPPERCOATED SLATS GROUND CONDUCTOR TIED INTO

(SEE DETAIL 3/AB-2)-, EXIST GROUND RING (TYP)

EXIST 4/0 GROUND WIRE CAD WELDED

EXIST CABLE BRIDGE I/ O

TO EXIST R LEG THECI GROUND NSYS EM BYDSEC RINGST

lin I v - / TO EXIST FENCE POST (BY CONEDISON, TYP OF 2 PLACES)

(ON GRADE)

CABLE BRIDGE

SITE DETAIL PLANSCALE: 1" = 10'

SCALE: 3/8" = 1'-0"

DIA

EXIST 1 5/8"DIA TOP RAIL

EXIST 2 1/2" DIAPOST © 8'-0" OC(3" DIA CORNER POSTS)

EXIST 2"x2" 11 GA GALVCHAINLINK W/GREENVINYL COATED SLATS

FENCE DETAILSCALE: 3/8" = 1'-0"

AS-BUILT2


TECTONIC• PLANNING SURVEYING• ENGINEERING • CONSTRUCTION

MANAGEMENT

TECTONIC Engineering & SurveyingConsultants P.C.

12J9 ROUTE 30NEWBURGH. NY 12550

PNOna (8^5J 56J-8858Far: (813) 567-8703

'OMNIAPOINT

6 NT RP ID T9,HI x:-HOOT

OMNIPOINT_

LANDLORD

RF

CONSTRUCTION

APPROVALS

PROJECT MIMBER

I 2356.03-067D

DESCNEO BY

TUN

REV DATE REASON

A 3/6/09 AS 6UATS

ISSUED BY

I

IDRAWN SY

BW

DATE


2356.83-067O

SHEET TITLE

SITE DETAILPLAN & DETAILS

3

UNAUTHORIZED ALTERATION OR ADDITIONS TO A DOCUMENTBEARING THE SEAL OF A LICENSED PROFESSIONAL ENGINEER ORLAND SURVEYOR IS A VIOLATION OF SECTION 7209 SUBSECTION2 OF THE NEW YORK STATE EDUCATION LAW.

SHEET NUMBER

AB-2

T/EXIST1TOWER

EXIST FND (TYP)

TECTONIC• PLANNING • SURVEYING• ENGINEERING CONSTRUCTION

MANAGEMENT


1279

3oo

SROUIE112550

PNene: (B^5) 56]-6656Fax: (815) 567-6]01

COMMUNICATIONS IN.

1N,a Nc RwIL: (973) 292-COO

ELEVATIONSCALE: 1" = 20'

EXIST SHIELDWIRE (TYP)

EXIST INSULATORWIRE (TYP)

CE EXIST OCI ANTENNA121-0"3 AGL (TYP OF 3)(SEE PLAN 2/AB-3)

EXIST TOWERK-47

SEE DETAIL 2/AB-3

REAM EXIST HOLES TOACCOMODATE NEW 3/4" DIAHIGH STRENGTH BOLTS ATALL TOWER CONNECTIONS(TYP OF 4 FACES, 8 LEGDIAGONALS)

SEE DETAIL 3/AB-3

T/EXISTGRADE

REINFORCEMENT REQUIREMENT BASED ONA STRUCTURAL ANALYSIS PERFORMED BYKM CONSULTING ENGINEERS, INC. DATED11/9/1998.

AS-BUILT2 3



OMNIPOINT

LANDLORD

RF

APPROVALS

CONSTRUCTOR

PROJECT NUMBER

2358.01-06]0

REV SATE 00200N

ISSUED BY

A5 BUILTS

SITE INFORIAATON


2156.03-067DSHEET TILE

ELEVATION, &STRUCTURAL DETAILS

SHEET NUMBER

AB-3

DESIGNED BY

OLD

DRAWN TV

BW

1

N

EXIST OCI PANELANTENNA (TYPOF 3) (SEEDETAIL 3/AB-3)

8.0"

EXIST PANEL ANTENNAEMS MODEL(RR90-17-OODP)-N

EXIST MICROFLECT ANTENNAPIPE MOUNT (TYP OF 3)(SEE DETAIL 4/AB-3)

ANTENNA PLANSCALE: 1" = 5'

0

A)

5'-0" LONGPIPE MOUNT

2 ANTENNA DETAIL M ANTENNA ELEVATION( AB-4 AB 4

SCALE: 1/2" 1'-0" SCALE 1/2" 1'-0"=

EXIST MICROFLECT FORMEDPLATE ® 4'-0" MAX

ANTENNA DATASECTOR MODEL NO.

ALPHA EMS RR90-17-000PBETA EMS RR90-17-000PGAMMA EMS RR90-17-000P

GPS

AZIMUTH

40'170'290'N/A

EMS RR90-17-000P

# OF CABLES & SIZE

(2) 1-1/4"(2) 1_1/4"(2) 1-1/4"(2) 7/8"

HEIGHT 56.0" AZIMUTH BEAM WIDTH 90'WIDTH 8.0 ELEVATION BEAMWIDTH 6.3'DEPTH 2.8 POLARIZATION SLANTED ±45'WEIGHT 13.5 LBS PORT-TO-PORT ISOLATION 30dBWIND LOAD ® 100 MPH 92.0 LBF FRONT-TO-BACK RATIO 36 dBRATED WIND VELOCITY 150 MPH VSWR 1.35:1 MAX

POWER HANDLING 250 WATTS CWPASSIVE INTERMODULATION <-147 dBcLIGHTNING PROTECTION CHASSIS GROUND

EXIST SNAP INCLAMP (TYP)

EXIST ANTENNACABLE (TYP)

ANGLE-LEG CLAMP KIT4-LEG TOWER

FITS ANGLE SIZE PRODUCTNUMBER

ANGLE-HEEL TOHOLE-CENTER, IN.

2 1/2x2 1/2 & 3x3 6969 4 1/8

3 1/2x3 1/2 & 4x4 B970 4 1/8

5x5 8971 4 1/8

6x6 B972 4 1/8

8x8 B973 4 1/8

AS-BUILT2


TECTONIC• PLANNING SURVEYING• ENGINEERING CONSTRUCTION

MANAGEMENT


1279 ROUTE 300NEWBURGH, Y 12550

(Bas 57-6656PNa": (815 567-8703

W OMNIPOINT

6TTI 1C - (973) 2a2-.m9

OMNIPOINT_

LANDLORD

RF

CONSTRUC110N

PROJECT NUMBER

2356.03-0670

REV DATE REVISION

3/6/09

ISSUED

AS BUILTS

BY

SITE INFORM4110N

DESIGNED BY

-

DRAWN BY

GATE


2356.03-0670

SHEET TI E

ANTENNA PLAN& DETAILS

3


SHEET NUMBER

AB-4

TECTONIC

-I N aB

KEY MAP

GREENBURGHIISITE NO. K-47

CON EDISON TOWER NO. K-47

00885 FERRY ROADGREENBURGH. NY 10607

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TECTONICELEVATION, DETAILS & NOTES

N-47 S-1 0

DRILL NEW 11/16" DIAHOLES FOR NEW 5/8" DIAA325 HIGH STRENGTH BOLTS

EXIST L2x2 DIAGONALSUPPORT #43 (#44 SIM)

NEW REINFORCING R 1/2x6"W/ SHIMS AS REQUIREDBEHIND EXIST LEG MEMBER

TYP OF ALL FACES

TECTONICPLANNING

• ENGINEERING• SURVEYING

• CONSTRUCTION MANAGEMENT

TECTONIC Engineering & Surveying Consultants P.C.

1279 Route 300Newburgh. NY 12550

Phone: (845) 567-6656

Fax: (845) 567-8703

www.tectonicengineering.com

CON-ED TOWER K-47DOBBS FERRY RD

GREENBURGH, NY 10607

ISSUED BY: W.O. 4216. MASTER-TASK 35.18 12/15/08 ADDENDUM SK-1

STRUCTURAL ANALYSIS AND REPORT

FOR

OCSARCNET PROJECT NO. A98.506-049C

OCS SITE I.D. WE-03-067D

GREENBURGHCon Ed TOWER LINE K-47

GREENBURGH, NY

129'-8" SUSPENSION TOWER WITH 0-3° DEFLECTIONPLUS ANTENNA LOADS

Prepared By:

VILI CONSULTING ENGINEERS, INC.KM P.O. Box 7829, Ewing, New Jersey 08628-0829

November 9, 1998

Prepared to Original Design Standardsas provided per Con Ed

OcsARCNET PROJECT: A98.506-049C

OCS SITE ID: WE-03-067D

TABLE OF CONTENTS

SECTION

1.0 APPURTENANCE LISTING 1.1

2.0 COMMENTARY 2.1

3.0 ANALYSIS PROCEDURE 3.1

4.0 LOAD CASES 4.1

5.0 TOWER LOADING COMBINATIONS 5.1

6.0 TOWER ANALYSIS AND RESULTS 6.1Tower Diagrams 6.2Short Report (Existing) 6.3Short Report (Proposed) 6.4Long Report (Existing) 6.5Long Report (Proposed) 6.6

7.0 RECOMMENDATIONS 7.1

8.0 FIELD PHOTOGRAPHS 8.1

1.0 APPURTENANCE LISTING

(2) 7 #5 ALUMOWELDGROUND WIRE

129.67

(4) 2493 MCM ACARCONDUCTORS

113.17

(4) 2493 MGM ACARCONDUCTORS

90.17

(4) 2493 MCM ACARCONDUCTORS

67.17

(3) EMS RR90-17-OODP

MOUNT LINE AZIMRUN

CLAMP

10'-6" INSULATORS

10'-6" INSULATORS

10'-6" INSULATORS

N

. PROPOSED TOWER APPURTENANCES

HTIETA-

121

EXISTING TRANSMISSION LINES

LEG

NE-LEGSE-LEGNW-LEG

FEEDLINE:[IN!

(6) 1 %"

1.1

MOUNT

STD 2 '/4' MOUNTATTACHED TO LEGS

LINERUN

INSIDENW

LEG

AZIM

50170290

I

2.0 COMMENTARY

Our scope of work is to determine if the existing transmission structure is capable ofwithstanding stresses/forces imposed by the addition of the antenna, as detailed inSection 5.0 Tower Loading Combinations, to the original loads for which thetransmission tower was designed.

KM Consulting Engineers, Inc. attended a site inspection on 10/5/98. There we visuallyinspected the tower from the ground for compliance with provided drawings, notablydamaged or missing members and current loading. A climb inspection was notperformed. Our analysis was performed from data confirmed at site and structuraldrawings provided to our office by ArcNet LLC and ConEd.

The following is a list of material and information from which we correlated our analysisdata:

1. Revised Lease Exhibit dated 10/22/98 received 11/03/98.2. Drawing numbers EO-15198-A, EO-15195-A, EO-15196-A, EO-15235-A,

EO-15109-A (Plan and Profile) and EO-15628-A 1 of 2.3. Original conductor line loads calculated based on loading criteria listed on

drawing EO-15170-A.4. Steel: A combination of A242, Fy = 42 KSI and A -7, Fy = 33 KSI steel as

detailed on drawing EO-15198-A.5. Bolts: 5/8" dia. A-394, ultimate design shear capacity = 11.15K.

2.1

3.0 ANALYSIS PROCEDURE

KM Consulting Engineers, Inc. carried out this structural analysis by correlating aninventory of retrieved data into the computer analysis program "Tower".

This program analyzes the tower as a cantilevered truss considering the worst caseloading condition per member. The tower is considered to be loaded by concentricforces at its joints, and the model assumes that the members of the truss are subjectedto only axial tension or compression. The members are not subjected to end moments.

In effect, the production of these results allows the user to study the structural integrityof the tower when influenced by wind, ice and miscellaneous loads applied to joints.

The proceeding report includes analysis of the tower under the original design conditionand with the addition of proposed antenna in the scenarios stated.

3.1

4.0 LOAD CASES

Load Case A: All wires intact4 PSF, w/1/2" ice on conductors and shield wires

A. Vertical Loads1110.5# (1) Ground Wire

7702# (2) Conductor WireB. Transverse Loads

549.5# (1) Ground Wire2005.5# (2) Conductor Wire

C. Wind Load 33 PSF on 1.5 times the exposed face of towerD. Dead Load Factor 1.27

Load Case B: All wires intact8 PSF, wl1" ice on conductors and shield wires

A. Vertical Loads1542# (1) Ground Wire7920# (2) Conductor Wire

B. Transverse Loads724# (1) Ground Wire

2173# (2) Conductor WireC. Wind Load 20 PSF on 1.5 times the exposed face of towerD. Dead Load Factor 1.0

Load Case C: All wires intact30 PSF w/no ice on conductors and shield wires

A. Vertical Loads413.5# (1) Ground Wire4237# (2) Conductor Wire

B. Transverse Loads727.5# (1) Ground Wire4854# (2) Conductor Wire

C. Wind Load 50 PSF on 1.5 times the exposed face of towerD. Dead Load Factor 1.0

4.1

Load Case D1: One Broken Ground Wire4 PSF, wino ice on conductors and shield wires

A. Vertical Loads724.5# Ground Wire (intact)

362# Ground Wire (broken)7011# (2) Conductor Wire

B. Transverse Loads194# Ground Wire (intact)97# Ground Wire (broken)

1294.5# Conductor WireC. Longitudinal Loads

3780# Ground Wire (broken)D. Wind Load 10.75 PSF on 1.5 times the exposed face of towerE. Dead Load Factor 1.65

Load Case D2: One Broken Set of Conductors4 PSF, w/no ice

A. Vertical Loads724.5# (1) Ground Wire7011# (2) Conductor Wire (intact)

3780.5# (2) Conductor Wire (broken)B. Transverse Loads

194# (1) Ground Wire1294.5# (2) Conductor Wire (intact)

647# (2) Conductor Wire (broken)C. Longitudinal Loads

7500# (2) Conductor Wire (broken)D. Wind Load 10.75 PSF on 1.5 times the exposed faceE. Dead Load Factor 1.65

4.2

5.0 TOWER LOADING COMBINATIONS

The preceding analytical data has been formulated for the following options:

Existing 129'-8" transmission tower with all conductors and shield wires.

Loading A = Load Case ALoading B = Load Case BLoading C. = Load Case CLoading DI = Load Case DILoading D2 = Load Case D2

Existing 129-8" transmission tower with existing inventory plus OCS proposed (3) EMSRR90-17-OODP Dual pol panel antenna, mounts and (6) 11/4 dia. coaxial cablesmounted at 121' +1- AGL. Sectors 500, 1700 & 290

Loading E = Load Case ALoading F = Load Case BLoading G = Load Case CLoading H1 = Load Case DILoading H2 = Load Case D2

5.1

6.0 TOWER ANALYSIS AND RESULTS

The tower was analyzed for the designed loading condition plus proposed loads foreach of the ten loading combinations in Section 5.0.

Load Case A-D2: See 6.2 "Short Report (Existing)"The existing tower, fully loaded as designed, without the addition ofthe OCS equipment is overstressed as noted in the chart below.

MEMBER .: LOAD CASE. TYPE OFOVERSTRESSING

AMOUNT OF . . .OVERSTRESSING

H04 C COMPRESSION 4 % TOLERABLE

SDS C CONNECTION BEARING I % TOLERABLE

Load Case E-H2: See 6.3 "Short Report (Proposed)"The existing tower, fully loaded as designed, with the addition ofthe OCS equipment shows with slightly more overstressing.

MEMBER. ..: LOAD CASE TYPE OF:• ' OVERSTRESSING

AMOUNT OFOVERSTRESSING

H04 C COMPRESSION 4 % TOLERABLE

SDS C CONNECTION BEARING 12 %

6.1

TOWER DIAGRAMS

6.2

Blue = Usage < 25%

Lt. Blue = 25%< Usage < 50%Green = 50% < Usage < 75%Yellow = 75%< Usage < 100%Red = Usage > 100%

OW R Version 4.41Tue Nov 03 16:13:05 1998KM Consulting Engineers

S2

S I 2,X_ Y L

^ , vt l ^S s

BO^^'^ .[T: B

JOINT LABELS

)TOWER Version 4.41Tue Nov 03 16:16:44 1998KM Consulting Engineers

LOAD CASE: F

U Y

T R Version 4.41Tue Nov 03 16:18:52 1998KM Consulting Engineers

LOAD CASE: G

TOWERQersion 4.41Tue Nov 03 16:20:36 1998KM Consulting Engineers

LOAD CASE: HI

L-X.__Y i

F ersion 4.41e Nov 03 16:21:08 1998

Consulting Engineers

LOAD CASE: H2

SHORT REPORT (EXISTING)

6.3

ANALYSIS IDENTIFICATION : ConEd Tower X-47 Greenburgh, NYNOTES SITE IDY WE-03-0670 ARCNFT PROD. NO. A96.506-049CD.--,;OE A.T:O TIrIF. Tue Nov 03 10':23:08 ; 9.9=r coPAx VERSI 0... TONE., Ve:siol 7.41

9! ....:.. ''OR aI..1 LO.._, OASIS

TNSUL INSUL MAX LCTYPE NO. USAGE NO

(pct)-----------------------

CLAMP 1 50.6 4CLAMP 2 22.7 2CLAMP 3 D.0 ICLAMP 4 0.0 1CLAMP 5 0.0 1CLAMP 6 0.0 1CLAMP 7 0.0 1CLAMP 8 0.0 1CLAMP 9 0.0 1CLAMP 10 0.0 1CLAMP 11 0.0 1CLAMP 12 0.0 1CLAMP 13 0.0 1CLAMP 14 0.0 1CLAMP 15 0.0 1CLAMP 16 0.0 1CLAMP 17 0.0 1CLAMP 18 0.0 1CLAMP 19 0.0 1CLAMP 20 0.0 1CLAMP 21 0.0 1CLAMP 22 0.0 1SUSPEN 1 54.8 2SUSPEN 2 54.8 2SUSPEN 3 54.8 2SUSPEN 4 54.8 2SUSPEN 5 54.8 2SUSPEN 6 56.2 5

*** MAXIMUM MEMBER FORCES FOR EACH GROUP OVER SELECTED LOAD CASES*** POS. FOR TENSION- NEG. FOR COMPRESSION - PRINTED CAPACITIES DO NOT INCLUDE EIA ALLOWABLE STRESS INCREASE FOR WIND LOAD CASES

+- GROUP -+ +-- MAXIMUM FORCES --+ +--MEMBER SIZE & MATERIAL--+ +--- DATA FOR COMPRESSION CAPACITY ---+ +---- CONNECTION CAP. ----+MAX. BRACING RATIOS BOLTS NET

LABEL DESC. COMP. LC TENS. LC TYP LONG SHORT THICK. FY LENG. X-X Y-Y Z-Z CN L/R CAP. USE NB SHEAR BEAR. SECT. USE(kip) (kip) (in) (in) (in) (ksi) (ft) (kip) (%) (kip) (kip) (kip) (%)

--- -- ------------------------------------------------------------------------------------------------ ---- ---H01 HORIZ -0.71 C 0.72 C SAE 2.50 X 2.50 XO.1875 33.0 10.0 1.00 1.00 1.00 4 242 4.39 16 2 22.30 15.47 22.96 5H02 HORIZ -7.54 C 3.31 Dl SAE 3.00 x 3.00 X0.1875 33.0 16.8 0.50 0.50 0.50 4 169 10.89 69 2 22.30 15.47 28.54 49H03 HORIZ -7.04 D2 7.45 C SAE 2.50 X 2.50 X0.1875 33.0 13.6 0.50 0.50 0.50 4 165 9.47 74 2 22.30 15.47 22.96 48804 HORIZ -4.40 C 5.18 C SAE 2.00 X 2.00 XO.1875 33.0 11.4 1.00 1.00 1.00 5 347 2.36 104 2 22.30 15.47 17.26 33 NG

HS1A HORIZ -15.72 B 0.00 A SAU 6.00 X 3.50 XO.2500 42.0 6.0 1.00 1.00 1.00 3 93 39.86 71 2 22.30 29_53 80.82 71

KM Consulting Engineers Page 1/3

:S50 HORIZ -5.60 CHS2 HORIZ 0.'00 A

HS3A :03IZ -70.26 5

!551'.• 0100%1 ..`._^7 .-.

11.103 HORI2 -26.04 D2404 HCRIZ 0.00 A=E1 -PI-TB'. -0.74102 INTER -0.06 CIB3 INTER -0.05 BIB4 INTER -6.06 D2DO1 HNGR 0.00 AD02 HNGR 0.00 AD03 HNGR 0.00 AD04 STRUT -5.56 D1LIN LEG R -122.03 CL1A LEG R -121.59 CLIE LEG R -106.02 CL1C LEG R -102.55 CLiD LEG R -105.17 CLIE RLEG_ -106.42 CLIF

_LEG_R -102.81 C

L1G LEG -94.72 CL1H LEG -78.92 CL2A LEG -60.89 CL2B LEG -45.00 CL2C LEG -33.61 CL3A LEG -24.99 D2L3S LEG -19.44 D2L3C LEG -12.04 D2L3D LEG -10.08 D2SDS SDIAG -4.60 A

D1A DIAG -4.00 AD2A DIAG -5.87 A

02B DIAG -6.93 ADIE DIAG -7.03 D2D1C DIAG -6.69 D2DID DIAG -10.05 D2D2C DIAG -11.07 D2D3A DIAG -12.49 D2D3B DIAG -11.99 D2D3C DIAG -12.37 D2DIE DIAG -11.99 D204A DIAG -12.13 D2D4B DIAG -10.94 02D4C DIAG -11.86 02

8.08 C SAU 2.50 X 2.00 x0.1875 42.012.44 D2 SAU 2.00 X 1.50 X0.0875 42.00.00 .. ;7;0 6.C0 .: 4.CC .C•.3730 -•7.,4 .:" = U . 30 )L X 0 . 1 -.. ^. ': ^.. C

0

10.99 D2 SAC 6.00 X 3.50 X0.25000.00 A SAE 3.50 x 3.50 x0.25000.71. C SAU 2.50 }; 2.00 x0.18750.12 C SAE 2.00 X 2.00 x0.18750.08 C SAE 2.50 X 2.50 X0.18755.48 D2 SAE 2.00 X 2.00 X0.1875

18.15 D2 SAC 3.00 X 2.00 X0.312521.20 D2 SAC 3.00 X 2.00 X0.312514.76 8 SAC 3.00 X 2.00 X0.31254.80 01 SAE 2.00 X 2.00 X0.1875

80.19 C SAE 6.00 X 6.00 X0.437580.56 C SAE 6.00 X 6.00 xO.437589.57 C SAE 6.00 X 6.00 x0.437585.21 C SAE 6.00 x 6.00 X0.437587.48 C SAE 6.00 X 6.00 x0.437588.52 C SAE 6.00 X 6.00 X0.437586.39 C SAE 6.00 X 6.00 X0.437578.29 C SAE 6.00 X 6.00 x0.312566.80 C SAE 6.00 X 6.00 X0.312549.71 C SAE 5.00 X 5.00 X0.312533.96 C SAE 5.00 X 5.00 X0.312522.78 C SAE 5.00 x 5.00 X0.312517.36 C SAE 3.50 X 3.50 X0.25009.52 C SAE 3.50 X 3.50 X0.25004.04 D2 SAE 3.50 X 3.50 X0.25004.76 D2 SAE 3.50 X 3.50 X0.2500

15.56 C SAE 2.00 X 2.00 X0.3.87512.22 C SAE 2.00 X 2.00 X0.18757.99 D2 SAE 2.50 X 2.50 X0.1875

11.34 D2 SAE 2.50 X 2.50 X0.18755.44 D2 SAE 2.00 X 2.00 X0.18758.00 D2 SAE 2.00 X 2-00 X0.18757.90 D2 SAE 2.00 X 2.00 X0.1875

12.38 C SAE 2.50 X 2.50 X0.187512.88 C SAE 3.00 X 3.00 X0.187511.98 D2 SAE 3.00 X 3.00 X0.187511.43 D2 SAE 3.00 X 3.00 X0.18751.78 02 SAE 2.00 X 2.00 X0.1875

10.96 D2 SAE 2.00 X 2.00 X0.187511.96 D2 SAE 2.00 X 2.00 X0.187511.00 D2 SAE 2.00 X 2.00 X0.1875

*** FODNDATION LOADS (kip)

LC +- JT NO. 80 LABEL SB1S -+ +- JT NO.LC X-DIR Y-DIR Z-DIR X-DIR

EN Consulting Engineers

6.0 1.00 1..00 7..00 4 1696.0 3..00 .00 1.00 4 2246.0 =..03 3 J...

8.153.55

,. . ;6

42.0 17.9 0.33 0.33 0.33 2 91 41.4333.0 0.0 0.00 0.00 0.00 0 0 0.0033.0 7.1 1.00 1.00 1.00 4 199 5.8733.0 7.1 1.00 1.00 1.00 4 215 4.3833.0 10.0 1.00 1.00 1.00 4 242 4.3933.0 8.5 0.75 0.50 0.50 5 129 12.5342.0 19.6 1.00 1.00 1.00 5 543 2.1342.0 23.4 1.00 1.00 1.00 5 650 1.5242.0 21.7 1.00 1.00 1.00 5 604 1.7533.0 10.4 0.50 0.50 0.50 5 159 9.0642.0 25.4 0.25 0.25 0.25 1 64 180.4642.0 12.2 0.50 0.50 0.50 1 62 182.9742.0 12.2 0.50 0.50 0.50 1 62 182.9742.0 12.2 0.50 0.56 0.50 1 62 182.9742.0 6.1 1.00 1.00 1.00 1 62 182.9742.0 5.4 1.00 1.00 1.00 1 55 189.2042.0 5.4 1.00 1.00 1.00 1 55 189.1142.0 5.0 1.00 1.00 1.00 1 50 109.2642.0 6.0 1.00 1.00 1.00 1 60 105.6242.0 6.0 1.00 1.00 1.00 1 72 98.1542.0 6.0 1.00 1.00 1.00 1 72 98.1542.0 5.0 1.00 1.00 1.00 1 60 104.7942.0 6.0 1.00 1.00 1.00 1 104 42.9542.0 6.0 1.00 1.00 1.00 1 104 42.9542.0 6.0 1.00 1.00 1.00 1 104 42.9542.0 6.7 1.00 1.00 1.00 1 116 35.9533.0 28.5 0.25 0.25 0.25 5 217 5.3933.0 14.7 0.50 0.50 0.50 5 224 5.1033.0 19.4 0.50 0.50 0.50 5 236 5.9633.0 17.1 0.50 0.50 0.50 5 207 7.4533.0 11.4 0.75 0.50 0.50 5 173 7.8833.0 9.7 0.75 0.50 0.50 5 148 10.1233.0 8.6 0.75 0.50 0.50 5 131 12.2933.0 7.8 0.75 0.50 0.50 2 95 21.0142.0 8.5 0.75 0.50 0.50 2 85 30.0142.0 8.5 0.75 0.50 0.50 2 85 30.0142.0 8.5 0.75 0.50 0.50 2 85 30.0133.0 7.8 0.75 0.50 0.50 2 119 13.8342.0 8.5 0.75 0.50 0.50 5 129 12.5942.0 8.5 0.75 0.50 0.50 5 129 12.5942.0 8.5 0.75 0.50 0.50 5 129 12.59

81 LABEL SB11 -+ +- JT NO. 82 LABEL SB12 -+ +- JT NO.Y-DIR Z-DIR X-DIR Y-DIR Z-DIR X-DIR

E9 2 22.30 22.15 25.75 360 2 22.30 22.15 18.56 67

4 =1 .60 88.59 =16.97 45. 3 C 22.1`_: 23. ,. 2S

:0 29.53 80.. _-.

18 4 1:. CO 88.59 _ 6.97 i

63 4 44.60 59.06 74.32 580 2 0.00 0.00 0.00 0

113 2 22.30 15.47 20.23 53 2 22.30 15.47 17.26 _1 2 22.30 15.47 22.96 1

48 2 22.30 15.47 17.26 390 3 33.45 55.37 47.07 540 3 33.45 55.37 47.07 630 3 33.45 55.37 47.07 44

61 2 22.30 15.47 17.26 3678 14 156.10 361.76 161.99 787B 14 156.10 361.76 161.99 7868 14 156.10 361.76 161.99 6866 14 156.10 361.76 161.99 6667 14 156.10 361.76 161.99 6768 14 156.10 361.76 161.99 6866 14 156.10 361.76 161.99 6687 14 156.10 258.40 117.21 6775 14 156.10 258.40 117.21 5762 10 111.50 184.57 91.17 5546 10 111.50 184.57 91.17 4032 10 111.50 184.57 91.17 3058 10 111.50 147.66 42.10 4145 10 111.50 147.66 42.10 2328 8 89.20 118.12 42.10 1328 8 89.20 118.12 42.10 1185 2 22.30 15.47 17.26 101 NG78 2 22.30 15.47 17.26 7999 2 22.30 15.47 22.96 5293 2 22.30 15.47 22.96 7389 2 22.30 15.47 17.26 4566 2 22.30 15.47 17.26 5282 2 22.30 15.47 17.26 6553 3 33.45 23.20 22.96 5442 3 33.45 33.22 36.33 3940 3 33.45 33.22 36.33 3641 3 33.45 33.22 36.33 3787 3 33.45 23.20 17.26 5296 3 33.45 33.22 21.97 5087 3 33.45 33.22 21.97 5494 3 33.45 33.22 21.97 50

83 LABEL SB13 -+Y-DIR Z-DIR

Page 2/3

------------------------------------------------------------------------------------------------------------------------=0.126 10C•52 -76.153 -6.608 9.327 42.054 6.660E 5.327 .2.0.54 -10.126 10.052 -76.155

t; 8.. 71:1,1 256 65.246 ?. 1 4 .752 3.= . 16.5 5.2' .1 .752 32 . 1 C5 -8. 720 10.256 E'. 5 '4.°.05'] 1 -.


SHORT REPORT (PROPOSED)

6.4

ANALYSIS IDENTIFICATION : ConEd Tower K-47 Greenburgh, NYNOTES : SITE ID# W5-03-067D ARCNET PROD. NO. A96.506-049CDATE. AND TIME : Tue Nov 03 15:53:28 1998PROGRAM VERSION: : TOWER Version 4.41

LICENSED TO: : KM Consulting Engineers

LOADS FROM FILE : C:\TRANSTOW\coned\k-47\K47-ANT.Ica

*** INSULATOR SUMMARY FOR ALL LOAD CASES

INSUL INSUL MAX LCTYPE NO. USAGE NO

(pct)-----------------------CLAMP 1 50.6 4CLAMP 2 22.7 2CLAMP 3 0.0 1CLAMP 4 4.3 3CLAMP 5 4.3 3CLAMP 6 4.3 3CLAMP 7 4.3 3CLAMP 8 4.3 3CLAMP 9 6.5 3CLAMP 10 2.3 3CLAMP 11 2.1 3CLAMP 12 2.1 3CLAMP 13 2.3 3CLAMP 14 2.3 3CLAMP 15 2.1 3CLAMP 16 1.8 2CLAMP 17 1.9 2CLAMP 18 2.0 2CLAMP 19 3.1 2CLAMP 20 4.2 2CLAMP 21 4.2 2CLAMP 22 2.1 2SUSPEN 1 54.8 2SUSPEN 2 54.8 2SUSPEN 3 54.8 2SUSPEN 4 54.8 2SUSPEN 5 54.8 2SUSPEN 6 56.2 5


+- GROUP -+ +-- MAXIMUM FORCES ---+ +--MEMBER SIZE & MATERIAL--+ +--- DATA FOR COMPRESSION CAPACITY ---+ +---- CONNECTION CAP. ----+MAX. BRACING RATIOS BOLTS NET

LABEL DESC. COMP. LC TENS. LC TYP LONG SHORT THICK. FY LENG. X-X Y-Y Z-Z CN L/R CAP. USE NB SHEAR BEAR. SECT. USE(kip) (kip) (in) (in) (in) (ksi) (ft] (kip) (%) (kip) (kip) (kip) ($)

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

H01 HORIZ -0.77 G 0.83 G SAE 2.50 X 2.50 XO.1875 33.0 10.0 1.00 1.00 1.00 4 242 4.39 18 2 22.30 15.47 22.96 5E02 HORIZ -8.17 G 3.40 H1 SAE 3.00 X 3.00 x0.1875 33.0 16.8 0.50 0.50 0.50 4 169 10.89 75 2 22.30 15.47 28.54 53

H03 HORIZ -7.00 H2 8.00 G SAE 2.50 X 2.50 XO.1875 33.0 13.6 0.50 0.50 0.50 4 165 9.47 74 2 22.30 15.47 22.96 52

E04 HORIZ -4.79 G 5.57 G SAE 2.00 X 2.00 X0.1875 33.0 11.4 1.00 1.00 1.00 5 347 2.36 104 2 22.30 15.47 17.26 36 NG

HS1A HORIZ -15.73 F 0.00 E SAU 6.00 X 3.50 X0.2500 42.0 6.0 1.00 1.00 1.00 3 93 39.86 71 2 22.30 29.53 80.82 71

KM Consulting Engineers Page 113

HSIB HORIZ -6.27 G 8.67 G1452 HORIZ 0.00 E 12.44 H2

14S5A HORIZ -20.25 F 0.00 EHSSB HORIZ 0.00 4.40 F

FS6 HORIZ 0.00 E 15.98 FHT1A HORIZ -18.79 H2 0.98 H2HT1B HORIZ 0.00 E 3.64 F

HT2 HORIZ -4.63 F 0.00 EH01 HORIZ -17.39 H2 0.00 EH02 HORTZ -21.42 H2 0.00 EH03 HORIZ -26.04 H2 10.99 H2H04 HORIZ 0.00 E 0.00 FIBI INTBR -0.97 G 0.94 GIB2 INTBR -0.05 C 0.13 GIB3 INTBR -0.05 F 0.10 GIB4 INTBR -6.04 H2 5.47 H2DO1 HNGR 0.00 E 18.14 H2D02 HNGR 0.00 E 21.18 H2D03 HNGR_ 0.00 E 14.77 FD04 STRUT -5.56 H1 4.80 H1L1N LEG R -130.94 G 87.81 GL1A

_LEG R -130.47 G 88.19 G

LIE LEGR -113.66 G 97.24 GL1C LEG R -110.26 G 93.02 GLID LEG R -113.42 G 95.84 GLIE LEG-R -115.10 G 97.27 GL1F

_LEG R -111.76 G 95.20 G

LIG LEG -103.31 G 86.58 GLIE LEG -86.34 G 73.96 GL2A LEG -66.76 G 55.43 GL2B LEG -49.50 G 38.25 GL2C LEG -36.93 G 25.92 GL3A LEG -25.25 H2 19.54 GL3B LEG -19.61 H2 10.62 GL3C LEG -12.10 H2 4.04 H2L3D LEG -10.09 H2 4.75 H2SDS SDIAG -5.03 E 17.35 GDiA DIAG -4.14 E 13.55 GD2A DIAG -5.84 E 7.93 H2D20 DIAG -6.88 E 11.26 H2D1B DIAG -7.00 H2 5.45 H2D1C DIAG -6.71 H2 7.97 H2DID DIAG -10.03 H2 7.93 H2D2C DIAG -11.65 G 13.53 GD3A DIAG -12.74 G 14.26 GD3B DIAG -13.02 G 12.35 GD3C DIAG -12.45 H2 11.89 GDIE DIAG --11.96 H2 8.15 GD4A DIAG -12.12 H2 11.01 H2D4B DIAG -10.93 H2 11.95 H2D4C DIAG -11.85 H2 10.99 H2

*** FOUNDATION LOADS (kip)

SAU 2.50 X 2.0DSAU 2.00 x 1.50SAU 6.00 X 4.00SAU 2.50 X 2.00SAD 2.50 X 1.50SAU 6.00 X 3.50SAU 2.50 X 2.00SAE 2.00 X 2.00SAU 6.00 X 3.50SAU 6.00 X 4.00SAD 6.00 X 3.50SAE 3.50 X 3.50SAU 2.50 X 2.00SAE 2.00 X 2.00SAE 2.50 X 2.50SAE 2.00 X 2.00SAU 3.00 X 2.00SAU 3.00 X 2.00SAU 3.00 X 2.00SAE 2.00 X 2.00SAE 6.00 X 6.00SAE 6.00 X 6.00SAE 6.00 X 6.00SAE 6.00 x 6.00SAE 6.00 X 6.00SAE 6.00 X 6.00SAE 6.00 X 6.00SAE 6.00 X 6.00SAE 6.00 X 6.00SAE 5.00 X 5.00SAE 5.00 X 5.00SAE 5.00 X 5.00SAE 3.50 X 3.50SAE 3.50 X 3.50SAE 3.50 X 3.50SAE 3.50 X 3.50SAE 2.00 X 2.00SAE 2.00 X 2.00SAE 2.50 X 2.50SAE 2.50 X 2.50SAE 2.00 X 2.00SAE 2.00 x 2.00SAE 2.00 X 2.00SAE 2.50 X 2.50SAE 3.00 X 3.00SAE 3.00 X 3.00SAE 3.0D X 3.00SAE 2.00 X 2.00SAE 2.00 X 2.00SAE 2.00 X 2.00SAE 2.00 X 2.00

LC +- JT NO. 80 LABEL SB1S -+ +- JT NO.LC X-DIR Y-DIR 2-DIR X-DIR

X0.1875 42.0 6.0 1.00 1.00 1.00 4 169 8.15 77 2 22.30 22.15 25.75 39X0.1875 42.0 6.0 1.00 1.00 1.00 4 224 3.55 0 2 22.30 22.15 18.56 67X0.3750 42.0 6.0 1.00 1.00 1.00 3 82 91.76 45 4 44.60 88.59 116.97 45X0.1875 42.0 6.0 1.00 1.00 1.00 4 169 8.15 0 2 22.30 22.15 25.75 20X0.1875 42.0 6.0 1.00 1.00 1.00 4 220 4.19 0 2 22.30 22,15 21.97 73X0.2500 42.0 6.0 1.00 1.00 1.00 3 93 39.86 84 2 22.30 29.53 80.82 84X0.1875 42.0 6.0 1.00 1.00 1.00 4 169 8.15 0 2 22.30 22.15 25.75 16X0.1875 33.0 6.0 1.00 1.00 1.00 4 183 6.09 76 2 22.30 15.47 17.26 30X0.2500 42.0 18.9 0.33 0.33 0.33 2 96 40.69 78 2 22.30 29.53 80.82 78X0.3750 42.0 22.9 0.33 0.33 0.33 2 103 85.38 48 4 44.60 88.59 116.97 48X0.2500 42.0 17.9 0.33 0.33 0.33 2 91 41.43 63 4 44.60 59.06 74.32 58X0.2500 33.0 0.0 0.00 0.00 0.00 0 0 0.00 0 2 0.00 0.00 0.00 0X0.1875 33.0 7.1 1.00 1.00 1.00 4 199 5.87 16 2 22.30 15.47 20.23 6X0.1875 33.6 7.1 1.00 1.00 1.00 4 215 4.38 1 2 22.30 15.47 17.26 1X0.1875 33.0 10.0 1.00 1.00 1.00 4 242 4.39 1 2 22.30 15.47 22.96 1X0.1875 33.D 8.5 0.75 0.50 0.50 5 129 12.53 48 2 22.30 15.47 17.26 39X0.3125 42.0 19.6 1.00 1.00 1.00 5 543 2.13 0 3 33.45 55.37 47.07 54X0.3125 42.0 23.4 1.00 1.00 1.00 5 650 1.52 0 3 33.45 55.37 47.07 63X0.3125 42.0 21.7 1.00 1.00 1.00 5 604 1.75 0 3 33.45 55.37 47.07 44X0.1875 33.0 10.4 0.50 0.50 0.50 5 159 9.06 61 2 22.30 15.47 17.26 36X0.4375 42.0 25.4 0.25 0.25 0.25 1 64 180.46 84 14 156.10 361.76 161.99 84X0.4375 42.0 12.2 0.50 0.50 0.50 1 62 182.97 84 14 156.10 361.76 161.99 84X0.4375 42.D 12.2 0.50 0.50 0.50 1 62 182.97 73 14 156.10 361.76 161.99 73X0.4375 42.0 12.2 0.50 0.50 0.50 1 62 182.97 71 14 156.10 361.76 161.99 71X0.4375 42.0 6.1 1.00 1.00 1.00 1 62 182.97 73 14 156.10 361.76 161.99 73X0.4375 42.0 5.4 1.00 1.00 1.00 1 55 189.20 74 14 156.10 361.76 161.99 741(0.4375 42.0 5.4 1.00 1.00 1.00 1 55 189.11 72 14 156.10 361.76 161.99 72X0.3125 42.0 5.0 1.00 1.00 1.00 1 50 109.26 95 14 156.10 258.40 117.21 74110.3125 42.0 6.0 1.00 1.00 1.00 1 60 105.62 82 14 156.10 258.40 117.21 63X0.3125 42.0 6.0 1.00 1.00 1.00 1 72 98.15 68 10 111.50 184.57 91.17 61110.3125 42.0 6.0 1.00 1.00 1.00 1 72 98.15 50 10 111.50 184.57 91.17 44X0.3125 42.0 5.0 1.00 1.00 1.00 1 60 104.79 35 10 111.50 184.57 91.17 33110.2500 42.0 6.0 1.00 1.00 1.00 1 104 42.95 59 10 111.50 147.66 42.10 46x0.2500 42.0 6.0 1.00 1.00 1.00 1 104 42.95 46 10 111.50 147.66 42.10 257(0.2500 42.0 6.0 1.00 1.00 1.00 1 104 42.95 28 8 89.20 118.12 42.10 14X0.2500 42.0 6.7 1.00 1.00 1.00 1 116 35.95 28 8 89.20 118.12 42.10 11X0.1875 33.0 28.5 0.25 0.25 0.25 5 217 5.39 93 2 22.30 15.47 17.26 112 XGX0.1875 33.D 14.7 0.50 0.50 0.50 5 224 5.10 81 2 22.30 15.47 17.26 88110.1875 33.0 19.4 0.50 0.50 0.50 5 236 5.96 98 2 22.30 15.47 22.96 51X0.1875 33.0 17.1 0.50 0.50 0.50 5 207 7.45 92 2 22.30 15.47 22.96 73X0.1875 33.0 11.4 0.75 0.50 0.50 5 173 7.88 89 2 22.30 15.47 17.26 45X0.1875 33.0 9.7 0.75 0.50 0.50 5 148 10.12 66 2 22.30 15.47 17.26 52X0.1875 33.0 8.6 0.75 0.50 0.50 5 131 12.29 82 2 22.30 15.47 17.26 651(0.1875 33.0 7.8 0.75 0.50 0.50 2 95 21.01 55 3 33.45 23.20 22.96 59X0.1875 42.0 8.5 0.75 0.50 0.50 2 85 30.01 42 3 33.45 33.22 36.33 43X0.1875 42.0 8.5 0.75 0.50 0.50 2 85 30.01 43 3 33.45 33.22 36.33 39110.1875 42.0 8.5 0.75 0.50 0.50 2 85 30.01 41 3 33.45 33.22 36.33 37110.1875 33.0 7.8 0.75 0.50 0.50 2 119 13.83 87 3 33.45 23.20 17.26 52110.1875 42.0 8.5 0.75 0.50 0.50 5 129 12.59 96 3 33.45 33.22 21.97 50110.1875 42.0 8.5 0.75 0.50 0.50 5 129 12.59 87 3 33.45 33.22 21.97 54X0.1875 42.0 8.5 0.75 0.50 0.50 5 129 12.59 94 3 33.45 33.22 21.97 50

B1 LABEL SB11 -+ +- JT NO.Y-DIR 2-DIR X-DIR

82 LABEL SB12 -+ +- JT NO.Y-DIR Z-DIR X-DIR

83 LABEL SE13 -+Y-FIR 2-DIR


E 10.329 10.255 -77.707 -6.767: 9.334 43.163 6.865 9.659 43.449 -10.434 10.348 -78.438F 9. 155 10.568 -67.831 -5.555 4.921 33.865 5.717 5.275 35.414 -9.317 11.057 -70.161G 16.829 16.6_7 -126.855 -16.894 19.387 105.801 _7.224 20.801 107.941 -17.159 16.820 -126.715H1 8.600 6.178 -53.772 -1.049 -C.552 0.625 2.147 3.359 19.222 -5.918 5.924 -35.421H2 4.873 8.337 -63.099 1.378 3.309 -5.241 4.627 2.428 26.574 -3.378 2.284 -24.711


LONG REPORT (EXISTING)

6.5

*********,V*t***W******,******************************************************

Tc F3 ANALYSIS AND DESIGN - POWER LINE SYSTEMS - 1995*

**rrr*****}aa,*^*}*«+x**rrr*r*:trr*frra**» ri}r**r*k***********tt*t*xkr***k*****

*** ANALYSIS IDENTIFICATION : ConEd Tower K-47 Greenburgh, NYNOTES SITE IDf WE-03-067D ARCNET PROC. NO. A96.506-049CDATE AND TIME Tue Nov 03 16:23:04 1998PROGRAM VERSION: TOWER Version 4.41LICENSED TO: : KM Consulting Engineers

*** Design code 'ASCE-10', *** NONLINEAR ANALYSIS PERFORMED: ITERAM=1000, PMAXS=0.0224809 (1bs), ASCORM=0.0685218 (lbs/ft), DASAT=68521.8 (lbs/ft),PWITER=3

*** CLAMPS PROPERTIES

CLAMP ATT. HOLDINGNO. LABEL CAPACITY

(LBS)------------------------

I. 04P 75002 04X 75003 M3S 75004 TO1P 75005 S08S 75006 T012 75007 5082 75008 T013 75009 S083 7500

10 S073 750011 S063 750012 S053 750013 S043 750014 S033 750015 S023 750016 5013 750017 B063 750018 B053 750019 BD43 750020 B033 750021 B023 750022 B013 7500

*** SUSPENSION INSULATORS PROPERTIESSUSPEN ATT TIP. SUSPEN SUSPEN TENSILE COND 1 COND 2 COND 3

NO. LABEL LABEL LENGTH WEIGHT CAPACITY MIN MAX MIN MAX MIN MAX(FT) (LBS) (LBS) +---- SWINGS (DEG) ----+

---------------------------------------------------------------------------1 01P S1 10.50 1100 15000 0 0 0 0 0 02 O1X S2 10.50 1100 15000 0 0 0 0 0 03 02P S3 10.50 1100 15000 0 0 0 0 0 04 02X S4 10.50 1100 15000 0 0 0 0 0 05 03P S5 10.50 1100 15000 0 0 0 0 0 06 03X S6 10.50 1100 15000 0 0 0 0 0 0


*** PLS-CADD DIRECT LINK DEFINITIONSATT ATT. INSUL SET PHASE SET SEC

NO. LABEL TYPE NO. NO. DESCRIPTION END

-------------------------------------------------------1 04P C 0 02 04X C 0 03 M3S C 0 04 T01P C 0 0S S085 C 0 06 T012 C 0 07 S082 C 0 08 TO13 C D 09 SOB3 C 0 0

10 S073 C 0 011 S063 C 0 012 S053 C 0 013 S043 C 0 014 S033 C 0 015 $023 C 0 016 S013 C 0 017 B063 C 0 016 BO53 C 0 019 B043 C 0 020 BD33 C 0 021 B023 C 0 022 B013 C 0 023 S1 I 0 024 S2 I 0 025 53 I 0 026 S4 I 0 027 S5 1 0 028 56 I 0 0

*** JOINT DATA

JT.NO.

.7T.LABEL X-COORD.

(ft)Y-COORD.

(ft)Z-COORD.

(ft)X-AIR Y-DIR Z-DIR X-ROT Y-ROT Z-ROT MASTER

1 S01P 3.00 3.00 52.67 02 5011 3.00 -3.00 52.67 03 S012 --3.00 -3.00 52.67 04 S013 -3.00 3.00 52.67 05 B01P 10.00 10.00 0.00 06 B011 10.00 -10.00 0.00 07 B012 -10.00 -10.00 0.00 08 B013 -10.00 10.00 0.00 09 TO1P 3.00 3.00 98.67 0

10 T011 3.00 -3.00 98.67 011 T012 -3.00 -3.00 98.67 012 T013 -3.00 3.00 98.67 013 T02P 3.00 0.00 104.67 014 T02Y -3.00 0.00 104.57 015 01P 0.00 21.67 52.67 016 01x 0.00 -21.67 52.67 0


17 02P 0.00 25.67 75.6728 02X 0.00 -25.67 75.6719 03? 0.00 20.67 98.6720 03x 0.00 -20.67 98.6721 04P 0.00 11.00 104.6722 04X 0.00 -11.00 104.6723 8025 8.41 8.41 12.0024 3021 8.41 -8.41 12.0025 13022 -8.41 -8.41 12.0026 B023 -8.41 8.41 12.0027 3033 6.81 6.81 24.0028 8031 6.81 -6.81 24.0029 9032 -6.81 -6.81 24.0030 B033 -6.81 6.81 24.0031 8045 5.22 5.22 36.0032 8041 5.22 -5.22 36.0033 B042 -5.22 -5.22 36.0034 B043 -5.22 5.22 36.0035 805S 4.42 4.42 42.0036 8051 4.42 -4.42 42.0037 3052 -4.42 -4.42 42.0038 3053 -4.42 4.42 42.0039 8065 3.71 3.71 47.3340 B061 3.71 -3.71 47.3341 BD62 -3.71 -3.71 47.3342 B063 -3.71 3.71 47.3343 S029 3.00 3.00 57.6744 S021 3.00 -3.00 57.6745 S022 -3.00 -3.00 57.6746 S023 -3.00 3.00 57.6741 S03S 3.00 3.00 63.6748 S031 3.00 -3.00 63.6749 S032 -3.00 -3.00 63.6750 S033 -3.00 3.00 63.6751 S043 3.00 3.00 69.6752 5041 3.00 -3.00 65.6753 5042 -3.00 -3.00 69.6754 S043 -3.00 3.00 69.6755 S05S 3.00 3.00 75.6756 S051 3.00 -3.00 75.6757 5052 -3.00 -3.00 75.6755 5053 -3.00 3.00 75.6759 S06S 3.00 3.00 80.6760 5061 3.00 -3.00 80.6761 S062 -3.00 -3.00 80.6762 S063 -3.00 3.00 80.6763 S07S 3.00 3.00 86.6764 S071 3.00 -3.00 86.6765 S072 -3.00 -3.00 86.6766 S073 -3.00 3.00 86.6767 S08S 3.00 3.00 92.6768 S081 3.00 -3.00 92.6769 S082 -3.00 -3.00 92.6770 S083 -3.00 3.00 92.6771 M1AS 10.00 0.00 0.0072 M1AY -10.00 0.00 0.00

YM Consulting Engineers Page 3/31

73 MlBS 0.00 10.00 0.00 074 MIBx 0.00 -10.00 0.00 075 :HAS 5.00 5.00 0.00 076 M2A1 5.00 -5.00 0.00 077 M2A2 -5.00 -5.00 0.00 078 M2A3 -5.00 5.00 0.00 079 M3S 0.00 0.00 52.67 . . . . . . . . . . . . 080 SR1S 13.32 13.32 -25.00 FIXED FIXED FIXED FIXED FIXED FIXED 081 5311 13.32 -13.32 -25.00 FIXED FIXED FIXED FIXED FIXED FIXED 082 SB12 -13.32 -13.32 -25.00 FIXED FIXED FIXED FIXED FIXED FIXED 083 SB13 -13.32 13.32 -25.00 FIXED FIXED FIXED FIXED FIXED FIXED 084 Si 0.00 21.67 42.17 085 S2 0.00 -21.67 42.17 086 S3 O.OD 25.67 65.17 087 54 0.00 -25.67 65.17 088 S5 0.00 20.67 88.17 089 S6 0.00 -20.67 88.17 0

*** MATERIAL DATA

MAT MAT MODULUS YIELD ULTIMATE MATTYPE DESCRIPT. ELAS. STRESS STRESS DENSITY

(ksi) (ksi) (ksi) (pcf)

7 A 7 29000.0 33.000 44.000 490.0B A242 29000.0 42.000 63.000 490.0

*** CONNECTION PROPERTIES

BOLTTYPE

BOLTDESCRIPT.

BOLTDIAMETER

(in)

HOLEDIAM.(in)

SHEAR

CAP.(kip)

2 5/8 A394 TYPE 0 0.6250 0.6875 11.150

*** GROUP (OR MARK) ANGLE MEMBER PROPERTIES

GROUP ANG. LONG SHORT UNIT RADII OF GYRATION MAT STRESS BOLTSLABEL DESC. TYP LEG LEG THICK. WEIGHT AREA B/T RX RY RZ TYP FCR TY NO HOLES T C

(in) (in) (in) (lbs/ft) (in^2) (in) (in) (in) (ksi)

H01 HORIZ SAE 2.50 X 2.50 X 0.1875 3.07 0.90 10.67 0.778 0.778 0.495 7 33.00 2 2 1.000 BH02 HORIZ SAE 3.00 X 3.00 X 0.1675 3.71 1.09 13.33 0.939 0.939 0.596 7 33.00 2 2 1.000 BH03 HORIZ SAE 2.50 X 2.50 X 0.1875 3.07 0.90 10.67 0.778 0.778 0.495 7 33.00 2 2 1.000 BH04 HORIZ SAE 2.00 X 2.00 X 0.1875 2.44 0.71 B.00 0.617 0.617 0.394 7 33.00 2 2 1.000 B

HS1A HORIZ SAU 6.00 X 3.50 x 0.2500 7.90 2.31 21.00 1.960 1.010 0.777 8 22.06 2 2 1.000 BHS1B HORIZ SAU 2.50 X 2.00 X 0.1875 2.75 0.81 10.67 0.793 0.600 0.427 8 42.00 2 2 1.000 B

852 HORIZ SAU 2.00 X 1.50 X 0.1875 2.12 0.62 8.33 0.632 0.440 0.322 8 42.00 2 2 1.000 BHS 5A HOAR SAU 6.00 X 4.00 x 0.3750 12.30 3.61 13.67 1.930 1.170 0.877 8 38.95 2 4 2.000 8HS5B HORIZ SAU 2.50 X 2.00 X 0.1875 2.75 0.81 10.67 0.793 0.600 0.427 8 42.00 2 2 1.000 B

HS6 HORIZ SAU 2.50 X 1.50 X 0.1875 2.44 0.71 10.67 0.803 0.422 0.327 8 42.00 2 2 1.000 BHT1A HORIZ SAU 6.00 X 3.50 X 0.2500 7.90 2.31 21.00 1.960 1.010 0.777 S 22.06 2 2 1.000 BHTIB 14ORIZ SAU 2.50 X 2.00 X 0.1875 2.75 0.81 10.67 0.793 0.600 0.427 8 42.00 2 2 1.000 B

HT2 HORIZ SAE 2.00 X 2.00 X 0.1875 2.44 0.71 8.00 0.617 0.617 0.394 7 33.00 2 2 1.000 BHO1 HORIZ SAU 6.00 X 3.50 X 0.2500 7.90 2.31 21.00 1.960 1.010 0.777 B 22.06 2 2 1.000 BE02 HORIZ SAD 6.00 X 4.00 X 0.3750 12.30 3.61 13.67 1.930 1.170 0.877 8 38.95 2 4 2.000 B

Page 4/31KM Consulting Engineers

H03 HORIZ SAU 6.00 X 3.50 X 0.2500 7.90 2.31 21.00 1.960 1.010 0.777 8 22.06 2 4 2.000 BH06 HORIZ SAE 3.50 X 3.50 X 0.2500 5.80 1.69 11.50 1.090 1.090 0,694 7 33.00 2 2 1.000 8191 INTBRAC SAU 2.50 X 2.00 X 0.1875 2.75 0.81 10.67 0.793 0.600 0.427 7 33.00 2 2 1.000 8122 INTBRAC SAL 2.00 X 2.00 X 0.1_875 2.44 0.71 8.00 0.617 0.617 0.394 7 33.00 2 2 1.000 BIB3 INTBRAC SAE 2.50 X 2.50 X 0.1875 3.07 0.90 10.67 0.778 0.778 0.495 7 33.CC 2 2 1.000 BIB4 INTBPAC SAE 2.00 X 2.00 X 0.1875 2.44 0.71 8.00 0.617 0.617 0.394 7 33.00 2 2 1.000 B001 HNGR R SAU 3.00 X 2.00 X 0.3125 5.00 1.46 7.60 0.948 0.567 0.432 8 42.00 2 3 1.000002 ?INGR R SAC 3.00 X 2.00 X 0.3125 5.00 1.46 7.60 0.948 0.567 0.432 8 42.00 2 3 1.000D03 HNGR R SAU 3.00 X 2.00 X 0.3125 5.00 1.46 7.60 0.948 0.567 0.432 8 42.00 2 3 1.000D04 STRUT SAE 2.00 X 2.00 X 0.1875 2.44 0.71 8.00 0.617 0.617 0.394 7 33.00 2 2 1.000L1N LEG R SAE 6.00 X 6.00 X 0.4375 17.20 5.06 11.57 1.870 1.870 1.190 8 42.00 2 14 4.000 BL1A LEG7R SAE 6.00 x 6.00 X 0.4375 17.20 5.06 11.57 1.870 1.870 1.190 8 42.00 2 14 4.000 BL1B LEG-R SAE 6.00 X 6.00 X 0.4375 17.20 5.06 11.57 1.870 1.870 1.190 8 42.00 2 14 4.000 BL1C LEG R

^SAE 6.00 X 6.00 X 0.4375 17.20 5.06 11.57 1.870 1.870 1.190 8 42.00 2 14 4.000 B

L1D LEG R SAE 6.00 X 6.00 X 0.4375 17.20 5.06 11.57 1.870 1.870 1.190 8 42.00 2 14 4,000 BLiE LECR SAE 6.00 X 6.00 x 0.4375 17.20 5.06 11.57 1.870 1.870 1.190 8 42.00 2 14 4.000 BL1F LEG^R SAE 6.00 X 6.00 X 0.4375 17.20 5.06 11.57 1.870 1.870 1.190 8 42.00 2 14 4.000 BL1G LEG SAE 6.00 x 6.00 X 0.3125 12.50 3.65 16.60 1.890 1.890 1.200 8 32.20 2 14 4.000 8L1H LEG SAE 6.00 x 6.00 X 0.3125 12.50 3.65 16.60 1.890 1.890 1.200 8 32.20 2 14 4.000 BL2A LEG SAE 5.00 X 5.00 X 0.3125 10.30 3.03 13.40 1.570 1.570 0.994 8 39.57 2 10 4.000 BL2B LEG SAE 5.00 X 5.00 X 0.3125 10.30 3.03 13.40 1.570 1.570 0.994 8 39.57 2 10 4.000 BL2C LEG SAE 5.00 X 5.00 X 0.3125 10.30 3.03 13.40 1.570 1.570 0.994 8 39.57 2 10 4.000 BL3A LEG SAE 3.50 x 3.50 X 0.2500 5.80 1.69 11.50 1.090 1.090 0.694 8 42.00 2 10 4.000 BL3B LEG SAE 3.50 X 3.50 X 0.2500 5.80 1.69 11.50 1.090 1.090 0.694 8 42.00 2 10 4.000 BL3C LEG SAE 3.50 X 3.50 X 0.2500 5.80 1.69 11.50 1.090 1.090 0.694 8 42.00 2 8 4.000 8L3D LEG SAE 3.50 X 3.50 X 0.2500 5.80 1.69 11.50 1.090 1.090 D.694 8 42.00 2 8 4.000 BSDS SDIAG SAE 2.00 X 2.00 X 0.1875 2.44 0.71 8.00 0.617 0.617 0.394 7 33.00 2 2 1.000 TDIA DIAG SAE 2.00 X 2.00 X 0.1875 2.44 0.71 8.00 0.617 0.617 0.394 7 33.00 2 2 1.000 TD2A DIAG SAE 2.50 X 2.50 X 0.1875 3.07 0.90 10.67 0.778 0.778 0.495 7 33.00 2 2 1.000 TD2B DIAG SAE 2.50 X 2.50 x 0.1875 3.07 0.90 10.67 0.778 0.778 0.495 7 33.00 2 2 1.000 T013 DIAG SAE 2.00 X 2.00 X 0.1875 2.44 0.71 8.00 0.617 0.617 0.394 7 33.00 2 2 1.000DiC DIAG SAE 2.00 X 2.00 X 0.1875 2.44 0.71 8.00 0.617 0.617 0.394 7 33.00 2 2 1.000DID DIAG SAE 2.00 X 2.00 X 0.1875 2.44 0.71 8.00 0.617 0.617 0.394 7 33.00 2 2 1.000D2C DIAG SAE 2.50 x 2.50 X 0.1875 3.07 0.90 10.67 0.778 0.778 0.495 7 33.00 2 3 1.000D3A DIAG SAE 3.00 X 3.00 X 0.1875 3.71 1.09 13.33 0.939 0.939 0.596 8 39.73 2 3 1.000D38 DIAG SAE 3.00 X 3.00 X 0.1875 3.71 1.09 13.33 0.939 0.939 0.596 8 39.73 2 3 1.000D3C DIAG SAE 3.00 X 3.00 X 0.1875 3.71 1.09 13.33 0.939 0.939 0.596 8 39.73 2 3 1.000DIE DIAG SAE 2.00 X 2.00 X 0.1875 2.44 0.71 8.00 0.617 0.617 0.394 7 33.00 2 3 1.000D4A DIAG SAE 2.00 X 2.00 X 0.1875 2.44 0.71 8.00 0.617 0.617 0.394 8 42.00 2 3 1.000D4B DIAG SAE 2.00 X 2.00 X 0.1875 2.44 0.71 8.00 0.617 0.617 0.394 8 42.00 2 3 1.000D4C DIAG SAE 2.00 X 2.00 X 0.1875 2.44 0.71 8.00 0.617 0.617 0.394 8 42.00 2 3 1.000

DETAILED (INDIVIDUAL) MEMBER DATA - PRINTED CAPACITIES DO NOT INCLUDE EIA ALLOWABLE STRESS INCREASE FOR WIND LOAD CASES

GROUP GROUP LONG SHORT MEMBER INCIDENCE MAX CAPACITY ECC RES BRACING RATIOS SLEND. RATIOSLABEL DESC. LEG LEG THICK. FY NO JO JE LENGTH COMP TENS COD COD X-X Y-Y Z-Z L/RX L/RY L/RZ WARNINGS

(in) (in) (in) (ksi) (ft) (kips) (kips)------------------------------------------------------------------------------------------------------------------------------

HO1 HORIZ 2.50 X 2.50 X 0.1875 33 1 3012 M1AS 10.0 4.39 15.47 3 1 1.00 1.00 1.00 154 154 242 L/R > 2002 B011 MIAS 10.0 4.39 15.47 3 1 1.00 1.00 1.00 154 154 242 L/R > 2003 B012 M1AY 10.0 4.39 15.47 3 1 1.00 1.00 1.00 154 154 242 L/R > 2004 8013 M1AY 10.0 4.39 15.47 3 1 1.00 1.00 1.00 154 154 242 L/R > 2005 B01P MIBS 10.0 4.39 15.47 3 1 1.00 1.00 1.00 154 154 242 L/R > 2006 8011 M1BX 10.0 4.39 15.47 3 1 1.00 1.00 1.00 154 154 242 L/R > 2007 8012 89188 10.0 4.39 15.47 3 1 1.00 1.00 1.00 154 154 242 L/R > 2008 6013 M1BS 10.0 4.39 15.47 3 1 1.00 1.00 1.00 154 154 242 L/R > 200


H02 HORIZ 3.00 x 3.00 X 0.2875 33 9 B02S B021 16.8 10.89 15.47 3 1 0.50 0.50 0.50 107 107 16910 B023 B022 16.8 10.89 15.47 3 1 0.50 0.50 0.50 107 101 16911 302S 3023 16.8 10.84 15.47 3 1 0.50 0.50 0.50 107 107 16912 802_ B022 5.8 10.89 15.47 3 1 0.50 0.50 0.50 107 101 169

7103 HOR^Z 2.50 X 2.50 X 0.1875 33 13 8035 8031 13.6 9.47 15.47 3 1 0.50 0.50 0.50 105 105 16514 8033 B032 13.6 9.47 15.47 3 i 0.50 0.50 0.50 105 105 16515 B03S B033 13.6 9.47 15.47 3 1 0.50 D.50 0.50 105 105 16516 8031 8032 13.6 9.47 15.47 3 1 0.50 0.50 0.50 105 105 165

H04 HORIZ 2.00 X 2.00 X 0.1875 33 17 B04S B041 10.4 8.05 15.47 3 1 0.50 0.50 0.50 101 101 15918 B043 8042 10.4 8.05 15.47 3 1 0.50 0.50 0.50 101 101 15919 8046 B043 10.4 8.05 15.47 3 1 0.50 0.50 0.50 101 101 15920 3041 B042 10.4 8.05 15.47 3 1 0.50 0.50 0.50 101 101 159

HS1A HORIZ 6.00 X 3.5D X 0.2500 42 21 501P 5011 6.0 22.30 22.30 3 1 1.00 1.00 1.00 37 71 9322 5013 S012 6.0 22.30 22.30 3 1 1.00 1.00 1.00 37 71 93

HS1B HORIZ 2.50 X 2.00 X 0.1875 42 23 301P S013 6.0 8.15 22.15 3 1 1.00 1.00 1.00 91 120 16924 5011 S012 6.0 8.15 22.15 3 1 1.00 1.00 1.00 91 120 169

3S2 HORIZ 2.00 X 1.50 X 0.1875 42 25 S02S S021 6.0 3.55 18.56 3 1 1.00 1.00 1.00 114 164 224 L/R > 20026 5023 S022 6.0 3.55 18.56 3 1 1.00 1.00 1.00 114 164 224 L/R > 200

HSSA HORIZ 6.00 X 4.00 X 0.3750 42 27 S05S 5051 6.0 44.60 44.60 3 1 1.00 1.00 1.00 37 62 8228 S053 S052 6.0 44.60 44.60 3 1 1.00 1.00 1.00 37 62 82

HS5B HORIZ 2.50 X 2.00 X 0.1875 42 29 S05S 5053 6.0 8.15 22.15 3 1 1.00 1.00 1.00 91 120 16930 5051 5052 6.0 8.15 22.15 3 1 1.00 1.00 1.00 91 120 169

HS6 HORIZ 2.50 X 1.50 X 0.1875 42 31 S06S 5061 6.0 4.19 21.97 3 1 1.00 1.00 1.00 90 171 220 L/R > 20032 5063 5062 6.0 4.19 21.97 3 1 1.00 1.00 1.00 90 171 220 L/R > 200

HT1A HORIZ 6.00 X 3.50 X 0.2500 42 33 T01P 7011 6.0 22.30 22.30 3 1 1.OD 1.00 1.0D 37 71 9334 T013 T012 6.0 22.30 22.30 3 1 1.00 1.00 1.00 37 71 93

1-7113 HORIZ 2 50 X 2 00 X 0 1875 42 35 T01P T013 6 0 8 15 22 15 3 1 001 1 00 1 0 1 20 169. . . . . . . . . 0 9 136 T011 T012 6.0 6.15 22.15 3 1 1.00 1.00 1.00 91 120 169

HT2 HORIZ 2.00 X 2.00 X 0.1875 33 37 102P T02Y 6.0 6.09 15.47 3 1 1.00 1.00 1.00 117 117 183182 INTBRAC 2.00 X 2.00 X 0.1875 33 38 301P M2AS 7.1 4.38 15.47 3 1 1.00 1.00 1.00 138 138 215 L/R > 200

39 B011 M2A1 7.1 4.38 15.47 3 1 1.00 1.00 1.00 138 138 215 L/R > 20040 B012 M2A2 7.1 4.38 15.47 3 1 1.00 1.00 1.00 138 138 215 L/R > 20041 8013 M2A3 7.1 4.38 15.47 3 1 1.00 1.00 1.00 138 138 215 L/R > 200

IB1 INTBRAC 2.50 X 2.00 X 0.1875 33 42 M1AS M2AS 7.1 5.87 15.47 3 1 1.00 1.00 1.00 107 141 19943 MIAS M2A1 7.1 5.87 15.47 3 1 1.00 1.00 1.00 107 141 19944 M1AY M2A2 7.1 5.87 15.47 3 1 1.00 1.00 1.00 1D7 141 19945 M1AY M2A3 7.1 5.87 15.47 3 1 1.00 1.00 1.00 107 141 19946 MiBS M2AS 7.1 5.87 15.47 3 1 1.00 1.00 1.00 107 141 19947 M1BX M2A1 7.1 5.87 15.47 3 1 1.00 1.00 1.00 107 141 19948 MiBX M2A2 7.1 5.87 15.47 3 1 1.00 1.00 1.00 107 141 19949 MISS M2A3 7.1 5.87 15.47 3 1 1.00 1.00 1.00 107 141 199

133 INTBRAC 2.50 X 2.50 X 0.1875 33 50 M2A1 M2AS 10.0 4.39 15.47 3 1 1.00 1.00 1.00 154 154 242 L/R > 20051 M2A2 M2A3 10.0 4.39 15.47 3 1 1.00 1.00 1.00 154 154 242 L/R > 20052 M2A1 M2A2 10.0 4.39 15.47 3 1 1.00 1.00 1.00 154 154 242 L/R > 20053 M2AS M2A3 10.0 4.39 15.47 3 1 1.00 1.00 1.00 154 154 242 L/R > 20D

184 INTBRAC 2.00 X 2.00 X 0.1875 33 54 5012 M3S 4.2 15.47 15.47 2 2 0.75 0.50 0.50 62 41 6555 5011 M3S 4.2 15.47 15.47 2 2 0.75 0.50 0.50 62 41 6556 5012 M35 4.2 15.47 15.47 2 2 0.75 0.50 0.50 62 41. 6557 5013 M3S 4.2 15.47 15.47 2 2 0.75 0.50 0.50 62 41 6558 S05S S052 8.5 12.53 15.47 2 2 0.75 0.50 0.50 124 83 12959 5051 S053 8.5 12.53 15.47 2 2 0.75 0.50 0.50 124 83 12960 TD1P T012 8.5 12.53 15.47 2 2 0.75 0.50 0.50 124 83 12961 TO11 7013 8.5 12.53 15.47 2 2 0.75 0.50 0.50 124 83 129

HO1 110312 6.00 X 3.50 x 0.2500 42 62 01P S01P 18.9 22.30 22.30 2 2 0.33 0.33 0.33 38 74 9663 OIX $011 18.9 22.30 22.30 2 2 0.33 0.33 0.33 38 74 9664 01X 5012 18.9 22.30 22.30 2 2 0.33 0.33 0.33 38 74 96


65 01P S013 18.9 22.30 22.30 2 2 0.33 0.33 0.33 38 74 969102 HORIZ 6.00 X 4.00 X 0.3750 42 66 02P S05S 22.9 44.60 44.60 2 2 0.33 0.33 0.33 47 77 103

67 02X S051 22.9 44.60 44.60 2 2 0.33 0.33 0.33 47 77 10368 02X S052 22.9 44.60 44.60 2 2 0.33 0.33 0.33 47 77 10369 02P S053 22.9 44.60 44.60 2 2 0.33 0.33 0.33 47 77 103

H03 HCR=Z 6.00 X 3.50 X 0.2500 42 70 03P TOIP 7-7.9 41.43 44.60 2 2 0.33 0.33 0.33 36 70 9171 03X T011 17.9 41.43 44.60 2 2 0.33 0.33 0.33 36 70 9172 03X T012 17.9 41.43 44.60 2 2 0.33 0.33 0.33 36 70 9173 03? T013 17.9 41.43 44.60 2 2 0.33 0.33 0.33 36 70 91

H04 HORIZ 2.00 X 2.00 X 0.1875 33 74 04P T02P 11.4 2.36 15.47 2 2 1.00 1.00 1.00 222 222 347 L/R > 22575 04X T02P 11.4 2.36 15.47 2 2 1.00 1.00 1.00 222 222 347 L/R > 22576 04X T02Y 11.4 2.36 15.47 2 2 1.00 1.00 1.00 222 222 347 L/R > 22577 04P T02Y 11.4 2.36 15.47 2 2 1.00 1.00 1.0D 222 222 347 L/R > 225

DO1 HNGR_R 3.00 x 2.00 X 0.3125 42 78 DIP S02S 19.6 2.13 33.45 2 2 1.00 1.00 1.00 246 414 543 L/R > 22579 01X S021 19.6 2.13 33.45 2 2 1.00 1.00 1.00 248 414 543 L/R > 22580 01X 5022 19.6 2.13 33.45 2 2 1.00 1.00 1.00 248 414 543 L/R > 22581 O1P 5023 19.6 2.13 33.45 2 2 1.00 1.00 1.00 248 414 543 L/R > 225

D02 HNGR R 3.00 X 2.00 X 0.3125 42 82 02P S06S 23.4 1.52 33.45 2 2 1.00 1.00 1.00 296 495 650 L/R > 225_83 02X S061 23.4 1.52 33.45 2 2 1.00 1.00 1.00 296 495 650 L/R > 22584 02X S062 23.4 1.52 33.45 2 2 1.00 1.00 1.00 296 495 650 LIR > 22585 02P S063 23.4 1.52 33.45 2 2 1.00 1.00 1.00 296 495 650 L/R > 225

D03 HNGR R 3.00 X 2.00 X 0.3125 42 86 03P T02P 21.7 1.75 33.45 2 2 1.00 1.00 1.00 275 460 604 L/R > 22587 03X T02P 21.7 1.75 33.45 2 2 1.00 1.00 1.00 275 460 604 L/R > 22588 03X T02Y 21.7 1.75 33.45 2 2 1.00 1.00 1.OD 275 460 604 L/R > 22589 03P T02Y 21.7 1.75 33.45 2 2 1.00 1.00 1.00 275 460 604 L/R > 225

D04 STRUT 2.00 X 2.00 X 0.1875 33 90 04P T01P 10.4 9.06 15.47 2 2 0.50 0.50 0.50 102 102 15991 04X T011 10.4 9.06 15.47 2 2 0.50 0.50 0.50 102 102 15992 04X T012 10.4 9.06 15.47 2 2 0.50 0.50 0.50 102 102 15993 04P T013 10.4 9.06 15.47 2 2 0.50 0.50 0.50 102 102 159

L1A LEG R 6.00 x 6.00 X 0.4375 42 94 B01P B02S 12.2 156.10 156.10 1 1 0.50 0.50 0.50 39 39 62_95 B011 B021 12.2 156.10 156.10 1 1 0.50 0.50 0.50 39 39 6296 B012 B022 12.2 156.10 156.10 1 1 0.50 0.50 0.50 39 39 6297 B013 B023 12.2 156.10 156.10 1 1 0.50 0.50 0.50 39 39 62

L1B LEG_R 6.00 X 6.00 X 0.4375 42 98 B02S B03S 12.2 156.10 156.10 1 1 D.50 0.50 0.50 39 39 6299 5021 B031 12.2 156.10 156.10 1 1 0.50 0.50 0.50 39 39 62

100 B022 B032 12.2 156.10 156.10 1 1 0.50 0.50 0.50 39 39 62101 B023 5033 12.2 156.10 156.10 1 1 0.50 0.50 0.50 39 39 62

LJC LEG_R 6.00 X 6.00 X 0.4375 42 102 B03S B04S 12.2 156.10 156.10 1 1 0.50 0.50 0.50 39 39 62103 B031 B041 12.2 156.10 156.10 1 1 0.50 0.50 0.50 39 39 62104 B032 B042 12.2 156.10 156.10 1 1 0.50 0.50 0.50 39 39 62105 B033 B043 12.2 156.10 156.10 1 1 0.50 0.50 0.50 39 39 62

LID LEG R 6.00 X 6.00 X 0.4375 42 106 B04S B05S 6.1 156.10 156.10 1 1 1.00 1.00 1.00 39 39 62-107 B041 B051 6.1 156.10 156.10 1 1 1.00 1.00 1.00 39 39 62108 B042 B052 6.1 156.10 156.10 1 1 1.00 1.00 1.00 39 39 62109 9043 B053 6.1 156.10 156.10 1 1 1.00 1.00 1.00 39 39 62

LIE LEG R 6.00 X 6.00 X 0.4375 42 110 BOSS B06S 5.4 156.10 156.10 1 1 1.00 1.00 1.00 35 35 55_111 B051 B061 5.4 156.10 156.10 1 1 1.00 1.00 1.00 35 35 55112 B052 B062 5.4 156.10 156.10 1 1 1.00 1.00 1.00 35 35 55113 B053 B063 5.4 156.10 156.10 1 1 1.00 1.00 1.00 35 35 55

L1F LEG R 6.00 X 6.00 X 0.4375 42 114 B06S S01P 5.4 156.10 156.10 1 1 1.00 1.00 1.00 35 35 55_115 B061 $011 5.4 156.10 156.10 1 1 1.00 1.00 1.00 35 35 55116 B062 S012 5.4 156.10 156.10 1 1 1.00 1.00 1.00 35 35 55117 B063 S013 5.4 156.10 156.10 1 1 1.00 1.00 1.00 35 35 55

LiG LEG 6.00 X 6.00 X 0.3125 42 118 SO1P S02S 5.0 109.26 117.21 1 1 1.00 1.00 1.00 32 32 50119 5011 S021 5.0 109.26 117.21 1 1 1.00 1.00 1.00 32 32 50120 $012 S022 5.0 109.26 117.21 1 1 1.00 1.00 1.00 32 32 50


121 S013 S023 5.0 109.26 117.21 1 1 1.00 1.00 1.00 32 32 50L13 LEE 6.00 X 6.00 X 0.3125 42 122 S02S 503S 6.0 105.62 117.21 1 1 1.00 1.00 1.00 38 38 60

123 5021 5031 6.0 105.62 117.21 1 i i.00 1.00 1.00 38 38 60124 S022 S032 6.0 105.62 117.21 1 1 i.00 1.00 1.00 38 38 60125 SC23 S033 6.0 105.62 117.21 1 1 1.00 1.00 1.00 38 38 60

L2A LEG 5.00 X 5.C0 X 0.3125 42 126 S03S $045 6.0 98.15 9i.1-7 1 1 1.00 i.00 1.00 46 46 72127 5031 S041 6.0 98.15 91.77 1 1.00 1.00 1.00 46 46 72128 5032 S042 6.0 98.15 91.17 1 1 1.00 1.00 1.00 46 46 72129 S033 $043 6.0 98.15 91.17 1 1 1.00 1.00 1.00 46 46 72

L23 LEG 5.00 X 5.00 x 0.3125 42 130 S04S S05S 6.0 98.15 91.17 1 1 1.00 1.00 1.0D 46 46 72131 5041 $051 6.0 98.15 91.17 1 1 1.00 1.00 1.00 46 46 72132 S042 S052 6.0 98.15 91.17 1 1 1.00 1.00 1.00 46 46 72133 S043 5053 6.0 98.15 91.17 1 1 1.00 1.00 1.00 46 46 72

L2C LEG 5.00 X 5.00 X 0.3125 42 134 S05S S06S 5.0 104.79 91.17 1 1 1.00 1.00 1.00 38 38 60135 S051 S061 5.0 104.79 91.17 1 1 1.00 1.00 1.00 38 38 60136 5052 5062 5.0 104.79 91.17 1 1 1.00 1.00 1.00 38 38 60137 5053 S063 5.0 104.79 91.17 1 1 1.00 1.00 1.00 38 38 60

L3A LEG 3.50 X 3.50 X 0.25D0 42 138 5065 S07S 6.0 42.95 42.10 1 1 1.00 1.00 1.00 66 66 104139 S061 S071 6.0 42.95 42.10 I 1 1.00 1.00 1.00 66 66 104140 6062 $072 6.0 42.95 42.10 1 1 1.00 1.00 1.00 66 66 104141 5063 S073 6.0 42.95 42.10 1 1 1.00 1.00 1.00 66 66 104

L38 LEG 3.50 X 3.50 X 0.2500 42 142 s07S SOBS 6.0 42.95 42.10 1 1 1.00 1.00 1.00 66 66 104143 S071 S081 6.0 42.95 42.10 1 1 1.00 1.00 1.00 66 66 104144 $072 S082 6.0 42.95 42.1D 1 1 1.00 1.00 1.00 66 66 104145 S073 S083 6.0 42.95 42.10 1 1 1.00 1.00 1.00 66 66 104

L3C LEG 3.50 X 3.50 X 0.2500 42 146 S08S T01P 6.0 42.95 42.10 1 1 1.00 1.00 1.OD 66 66 104147 S081 TO11 6.0 42.95 42.10 1 1 1.00 1.00 1.00 66 66 104148 5082 T012 6.0 42.95 42.10 1 1 1.00 1.00 1.00 66 66 104149 S083 TD13 6.0 42.95 42.10 1 1 1.00 1.00 1.00 66 66 104

L3D LEG 3.50 X 3.50 X 0.2500 42 150 TO1P T02P 6.7 35.95 42.10 1 1 1.00 1.00 1.00 74 74 116151 T011 T02P 6.7 35.95 42.10 1 1 1.00 1.00 1.00 74 74 116152 T012 TO2Y 6.7 35.95 42.10 1 1 1.00 1.00 1.00 74 74 116153 T013 T02Y 6.7 35.95 42.10 1 1 1.00 1.00 1.00 74 74 116

D1A DIAG 2.00 X 2.00 X 0.1875 33 154 M1AS B02S 14.7 5.10 15.47 2 2 0.50 0.50 0.50 143 143 224 L/R < 300155 M]A$ B021 14.7 5.10 15.47 2 2 0.50 0.50 0.50 143 143 224 L/R < 300156 M1AY B022 14.7 5.10 15.47 2 2 0.50 0.50 0.50 143 143 224 L/R < 300157 M1AY 8023 14.7 5.10 15.47 2 2 0.50 0.50 0.50 143 143 224 L/R < 300158 M18S B02S 14.7 5.10 15.47 2 2 0.50 0.50 0.50 143 143 224 L/R < 30D159 MI8X B021 14.7 5.10 15.47 2 2 0.50 0.50 0.50 143 143 224 L/R < 300160 M1BX 8022 14.7 5.10 15.47 2 2 0.50 0.50 0.50 143 143 224 L/R < 300161 MISS B023 14.7 5.10 15.47 2 2 0.50 0.50 0.50 143 143 224 L/R < 300

D2A DIAG 2.50 X 2.5D X 0.1875 33 162 802S 8033 19.4 5.96 15.47 2 2 0.50 0.50 0.50 150 150 236 L/R < 300163 BD21 B032 19.4 5.96 15.47 2 2 0.50 0.50 0.50 150 150 236 L/R < 300164 B022 B031 19.4 5.96 15.47 2 2 0.50 0.50 0.50 150 150 236 L/R < 300165 B023 B03S 19.4 5.96 15.47 2 2 0.50 0.50 0.50 150 150 236 L/R < 300166 B02S 8031 19.4 5.96 15.47 2 2 0.50 0.50 0.50 150 150 236 L/R < 300167 B021 8035 19.4 5.96 15.47 2 2 0.50 0.50 0.50 150 150 236 L/R < 300168 B022 B033 19.4 5.96 15.47 2 2 0.50 0.50 0.50 150 150 236 L/R < 300169 B023 B032 19.4 5.96 15.47 2 2 0.50 0.50 0.50 150 150 236 L/R < 300

D2B DIAG 2.50 X 2.50 x 0.1875 33 170 B03S B043 17.1 7.45 15.47 2 2 0.50 0.50 0.50 132 132 207 L/R < 300171 B031 B042 17.1 7.45 15.47 2 2 0.50 0.50 0.50 132 132 207 L/R < 300172 B032 B041 17.1 7.45 15.47 2 2 0_50 0.50 0.50 132 132 207 L/R < 300173 B033 B04S 17.1 7.45 15.47 2 2 0.50 0.50 0.50 132 132 207 L/R < 300174 B03S B041 17.1 7.45 15.47 2 2 0.50 0.50 0.50 132 132 207 L/R < 300175 B031 B04S 17.1 7.45 15.47 2 2 0.50 0.50 0.50 132 132 207 L/R < 300176 8032 8043 17.1 7.45 15.47 2 2 0.50 0.50 0.50 132 132 207 L/R < 300


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10 701'_ 0.183 10.311 5.39111 T012 0.183 10.311 5.39112 T013 0.183 10.311 5.39113 T02P 0.183 9.171 4.42714 T02Y 0,183 9.171 4.42115 01? 0.247 14.167 2.95816 O1X 0.247 14.167 2.95817 02P 0.398 17.139 2.95818 02x 0.398 17.139 2.95819 037 0.250 14.216 3.17720 03X 0.250 14.216 3.17721 04P 0.053 3.500 1.61822 04X 0.053 3.500 1.61823 302S 0.368 13.663 13.66324 B021 0.368 13.663 13.66325 3022 0.368 13.663 13.66326 B023 0.368 13.663 13.66327 B03S 0.364 13.782 13.78228 B031 0.364 13.782 13.78229 B032 0.364 13.782 13.78230 B033 0.364 13.782 13.78231 B04S 0.263 9.890 9.89032 B041 0.263 9.890 9.89033 B042 0.263 9.890 9.89034 BD43 0.263 9.890 9.89035 1305S 0.151 5.566 5.56636 3051 0.151 5.566 5.56637 B052 0.151 5.566 5.56638 B053 0.151 5.566 5.56639 B06S 0.138 5.113 5.11340 8061 0.138 5.113 5.11341 3062 0.138 5.113 5.11342 B063 0.138 5.113 5.11343 S02S 0.179 8.811 6.62444 S021 0.179 8.811 6.62445 S022 0.179 8.811 6.62446 S023 0.179 8.811 6.62447 S03S 0.131 6.371 6.37148 S031 0.131 6.371 6.37149 S032 0.131 6.371 6.37150 S033 0.131 6.371 6.37151 S04S 0.125 6.121 6.12152 S041 0.125 6.121 6.12153 5042 0.125 6.121 6.12154 S043 0.125 6.121 6.12155 S05S 0.303 12.837 7.04556 5051 0.303 12.83? 7.04557 S052 0.303 12.837 7.04558 S053 0.303 12.837 7.04559 S06S 0.149 7.718 4.92060 S061 0.149 7.718 4.920


61 S062 0.149 7.718 4.92062 5063 0.149 7.718 4.92063 S07S 0.076 4.164 4.16464 5071 0.076 4.164 4.16465 5072 0.076 4.164 4.16466 5073 0.076 4.164 4.16467 S08S 0.076 4.164 4.16468 S0B1 D.076 4.164 4.16469 5082 0.076 4.164 4.16470 5083 D.076 4.164 4.16471 M1AS 0.156 10.288 7.26372 M1AY 0.156 10.288 7.26373 MISS 0.156 7.263 10.28874 M1BX 0.156 7.263 10.28875 M2AS 0.059 2.500 2.50076 M2AI 0.059 2.500 2.50077 M2A2 0.059 2.500 2.50078 M2A3 0.059 2.500 2.50079 M3S 0.021 1.000 1.00080 SB1S 0.000 0.000 0.00081 SB11 0.000 0.000 0-00082 SE12 0.000 0.000 0.00083 SB13 0.000 0.000 0.00084 91 0.000 0.000 0.00085 S2 0.000 0.000 O.DDO86 S3 0.000 0.000 0.00087 S4 0.000 0.000 0.00088 S5 0.000 0.000 0.00089 S6 0.000 0.000 0.000

TOTAL 15.563 685.740 517.670

*** VECTOR LOADS FROM FILE : C:\TRANSTOW\coned\k-47\K47-NOANT.Ica

DEAD STRENGTH +----- WIND DESCRIPTION ---+ USE

LC LOAD REDUCT. +-FACT.PRESS.+ +-VELOCITY--+ FOR

NO. DESCRIPTION FACT. FACT. TRAN. LONG. IRAN. LONG.

(PSF) (PSF) (MPH) (MPH)--------------------------------------------------------------------------------

1 A (LOAD CASE A) 1.270 1.000 49.50 0.00 139 0 100000000012 B (LOAD CASE B) 1.000 1.000 30.00 0.00 108 0 100000000013 C (LOAD CASE C) 1.900 1.000 75.00 0.00 171 0 100000000014 DI (LOAD CASE D 1.650 1.000 16.13 0.00 79 0 10000000001S D2 (LOAD CASE D 1.650 1.000 16.13 0.00 79 0 10000000001

Use for column definition proceeding from left to rightSteel towersWood poles -

and polesStrength factor = I

Wood poles - Strength factor = .65Wood poles - Strength factor = .25Concrete Poles - UltimateConcrete Poles- First crackConcrete Poles - Zero tensionGuysArmsBraces


In5Ulators

=--------- WIRE LOADS -------- + !----------- WIRE LOADS ON INSULATORS TRANSFERRED TO ---------+

LC INSUL LOAD FORCE LOAD FORCE LORD FORCE OR MOMENTNO• 0 SOR1PTI0:I TYPE POINT VERT. TP4\S. LONGIT. POINT VERT. TRANS. LONGIT. POINT VERT. TRANS. LONGIT.

(KIPS) ;KIPS) (KIPS or FT-K)

A (LOAD CASE A) I S' 7.702 2.006 0.000 01P 1.702 2.006 O.0G0I 52 7.702 2.006 0.000 DLX 7.702 2.006 0.000I 53 7.702 2.006 0.000 02P 7.702 2.006 0.000I S4 7.702 2.006 0.000 02X 1.702 2.006 0.000I S5 7.702 2.006 0.000 03P 7.702 2.006 0.000I S6 7.102 2.006 0.000 03X 7.702 2.006 0.000C 04P 1.111 0.550 0.000C 04X 1.111 0.550 0.000

2 B (LOAD CASE B) I 61 7.920 2.173 0.000 012 7.920 2.173 0.000I S2 7.920 2.173 0.000 01X 7.920 2.173 0.000I S3 7.920 2.173 0.000 02P 7.920 2.173 0.000I 54 7.920 2.173 0.000 02X 7.920 2.173 0.000I S5 7.920 2.173 0.000 03P 7.920 2.173 0.000I S6 7.920 2.173 0.000 03X 7.920 2.173 0.000C 042 1.542 0.724 0.000C 04X 1.542 0.724 0.000

3 C (LOAD CASE C) I Si 4.237 4.854 0.000 012 4.237 4.854 0.000I S2 4.237 4.854 0.000 DIX 4.237 4.854 0.000I S3 4.237 4.854 0.000 02P 4.237 4.854 0.000I S4 4.237 4.854 0.000 02X 4.237 4.854 0.000I 55 4.237 4.854 0.000 03P 4.237 4.854 0.000I S6 4.237 4.854 0.000 03X 4.237 4.854 0.000C 049 0.414 0.728 0.000C 04X 0.414 0.728 0.000

4 Dl (LOAD CASE D I Si 7.011 1.295 0.000 019 7.011 1.295 0.000I S2 7.011 1.295 0.000 01X 7.011 1.295 0.000I S3 7.011 1.295 0.000 02P 7.011 1.295 O.OODI S4 7.011 1.295 0.000 02X 7.011 1.295 0.000I S5 7.011 1.295 0.000 03P 7.011 1.295 0.0001 56 7.011 1.295 0.000 03X 7.011 1.295 0.000C 04P 0.362 0.097 3.780C 04X 0.725 0.194 0.000

5 D2 (LOAD CASE D I S1 7.011 1.295 0.000 01P 7.011 1.295 0.000I S2 7.011 1.295 0.000 O1X 7.011 1.295 0.000I S3 7.011 1.295 0.000 02P 7.011 1.295 0.000I S4 7.011 1.295 0.000 02X 7.011 1.295 0.000I S5 7.011 1.295 0.000 03P 7.011 1.295 0.000I S6 3.781 0.647 7.500 03X 3.781 0.647 7.500C 04P 0.725 0.194 0.000C 04X 0.725 0.194 0.000

*** [EMBER FORCES FOR ALL LOADING CONDITIONS (kip)*** POSITIVE FOR TENSION-NEGATIVE FOR COMPRESSION

+--- GROUP ---+ MEM +LABEL DESC. NO. LC •1 LC 2 LC 3 LC 4 LC 5

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

HO1 HORIZ 1 0.416 0.293 0.722 0.087 -0.0352 -0.487 -0.426 -0.714 -0.299 -0.115


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59 -0.120 -0.119 -0.087 -0.112 -0.14860 -0.431 -0.439 -0.238 -1.661 5.48361 -0.431 -0.439 -0.238 0.861 -6.060

Hal HORIZ 62 -13.973 -14.201 -5.759 -13.832 -9,85463 -16.217 -16.558 -10.990 -13.658 -17.40464 -15.217 -16.558 -10.990 -15.697 -11.95565 -13.973 -14.201 -5.759 -12.738 -16.714

H02 HORIZ 66 -17.513 -17.708 -7.784 -17.606 -13.68067 -19.777 -20.084 -13.022 -17.259 -21.42768 -19.777 -20.084 -13.022 -19.021 -14-85769 -17.513 -17.708 -7.784 -15.872 -19.790

H03 HORIZ 70 -12.828 -13.036 -5.077 -13.381 -11.82571 -15.096 -15.412 -10.324 -13.827 -26.04272 -15.096 -15.412 -10.324 -13.454 10.99073 -12.828 -13.036 -5.077 -11.101 -12.631

H04 HORIZ 74 1.141 1.505 0.757 -1.147 0.49075 0.480 0.693 -0.129 1.073 3.34476 0.480 0.693 -0.129 -0.182 -2.45477 1.141 1.505 0.757 1.900 0.863

001 HNGR R 78 15.608 15.903 8.637 15.006 10.77179 15.642 15-936 8.694 13.391 17.20880 15.642 15.936 8.694 15.570 11.75681 15.608 15.903 8.637 13.919 18.151

D02 HNGR R 82 19.079 19.336 10.623 18.689 14.502_83 19.121 19.379 10.684 16.916 21.04284 19.121 19.379 10.684 18.836 14.71285 19.079 19.336 10.623 17.017 21.198

D03 HNGR R 86 14.472 14.743 7.974 14.751 12.60087 14.489 14.762 7.994 13.572 2.86688 14.489 14.762 7.994 13.278 12.15289 14.472 14.743 7.974 12.081 14.215

D04 STRUT 90 -1.021 -1.383 -0.396 -5.563 -0.55391 -1.021 -1.383 -0.396 -1.284 -3.37692 -1.021 -1.383 -0.396 -0.128 1.96593 -1.021 -1.383 -0.396 4.802 -0.858

LIA LEG R 94 -76.947 -61.796 -121.593 -46.825 -71.609T 95 31.601 29.470 80.558 -0.336 -13.626

96 31.601 29.470 80.558 18.436 26.92097 -76.947 -61.796 -121.593 -28.193 -25.918

L18 LEG R 98 -66.200 -59.442 -106.021 -50.077 -62.687_99 36.682 29.339 89.575 -2.280 -8.878

100 36.692 29.339 89.575 19.453 29.713101 -66.200 -59.442 -106.021 -28.231 -21.627

L1C LEG R 102 -63.690 -57.294 -102.547 -48.648 -64.365_103 34.670 28.725 85.214 -2.805 -10.840104 34.670 28-725 85.214 20.311 32.422105 -63.690 -57.294 -102.547 -25.180 -21.882

LID RLEG 106 -65.485 -59.560 -105.171 -51.554 -61.898-107 35.180 29.394 87.480 -4.364 -13.728108 35.180 29-394 87.480 21.797 36.397109 -65.485 -59.560 -105.171 -24.819 -15.938

LIE RLEG 110 -66.305 -60.629 -106.419 -53.254 -64.802_111 35.576 29.975 88.517 -5.475 -15.957112 35.576 29.975 88.517 23.170 40.141113 -66.305 -60.629 -106.419 -23.853 -16.373

L15 LEG_R 114 -63.666 -58.418 -102.805 -52.402 -63.486


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ID) U C] C) I^ U) Uc-I ri s-I N C) M M H

Ca o C1 d R a 0)

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E

m W M v'NN r-1 V' W W W ri(VNri OO-4N (V 1f1 N.-1O-M.D W6)W On NNW MN V'(D ri In N MO O IO O O W W WW N O("- O.-i o 0) Cl) N M .-1 N (n W N M N N (N to C N N V' W O W N m N (0(D C) N MN W d'W d• W ri !') O N O O W IOWV' a' V'M .-4 .I v' () P1 N m N cp (n Ori F O N 61 N .n tT d\ () N S' M d' O.-i m O W M S N M N N N W N ri O 0 O ri 0W

ri tti W IN .-i W (- IN 4 N W 4' tom- P )D If) N O h• 00 W m lD O rl In c3 06) fN if) r( ri W 001 O) N d' W W O N ("'1 O O.-•1 In INri ri 1 .-1 Î I ri I 1 I .-1 .-t I .- ri I .--1 .-i I rl -I 1 11 .--I I .••1 rl I N .-1 N N .--1 1 ri k

J 1 I I I I I I I

O) 0) o 6) w- N .n c31- Ill 9 W N "mom W ,1 00 000 10 V1 W O N 0) 0) a N O m 1n 0 W W N 0 4') O ri (u7 O N 0) M W NN NU) N(D NN W (DuN.--I (4'N ri W W M 0) 04'')W V' c (N OW ON V' M N ("1 N M (V.) W (D N 0) M O N V' (J O)(MriN O M .n N W W N n1 N ri 161 1n N (o ri r W (n W ri W O) W M V• CO Io C W M M In O 'r ri In 9 V' O) N WOW Ii V' 61 N N V'

O .-I M O O (V (V n -4 (.-( rt <N In c) b' o .-I N <N p In N N r-I O V' O rl 4') 'C C C .-i M .1 r1 V' M 1- O N W (V N r1 M N ri N MI 1 t I k i I l I I I 1 i 1 E 1 V` 1 .-1 N I I I I I I

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(N N to N. i -I N W rI <N W O at 01 O N CO W N N 0 O N W N N CO N N r- W N ri OD i' O O IN N N t- N O W W O O M M 0N N ri W u1 tf) W )U '0 W W R' a' V' (V .-I V' (V r•I N O O N N M M N N c' V' N V' W CO v' W 0 O W M W W M O C] 0 in 0 W W 0N N v' N 1'- N N N ,-k ri N V' N N a' W M M W V` V' V' V' N N N I(1 W ri r-1 W In .-i .--1 Io N M (+1 N O 0 0 W W o O (o .n p

C) o U 00 C3 O ri -I<N rt V'N Nc O O O O I) W W to O 0 C10 (n In In (n p O 00 V' In u'1 a c,4 O O N O N N O O In ISO1-1.9 r-( 1 1 1 1 11 V 1 1 1 1 1 1 1 1 1 1 1 F N W1N .-4 ri

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V' V' V'N 010) N (NN V' In 016) IO O) e-. ri O) ri W 110 -4 N N N N ' W W V' W NNW ( to to v' N V. V' W V' NN V' 6) ( q• 61(n 0) M .n 01 0) (n v' 0) ON C' N M M N a O O V' N C) O N V' V' v' a' M N N M W in In W In ,o W N W N N W M V' V' M m n d) 0)00 V' 0) It (1)O)N <N r1 N N MM N 6101 (0610 N NO W W (DW MO OM N in an N O O)010 ri O O rd ri NN rI (n M Mtn

C1 O O v' N N N N O In In O O 0 0 0 N M M N 0 0 co) O M N N !') O O O O N N N N (N 0) 0) N O N N 0 V' ri .-i V'1 1 1 I I I I t 1 I I I I i I 1 I I I I 1 i 110 N N ID I 11 I

N N O r 1 N i N< 0 in 0) 0 O -j < Q W N N W N N N N M O O M 0 0 0) M W 11 1 N N r 4 W o o W W W V l I n W O v' c r O O N N Ov` v' N W O O N N In In N N N N N M O) ON M W N N W M V` v' M W r i r i W W. A t f) W N 0 0 N N N N N C) r^ i r l O 0 IT, 6 i 0O Cl c' v to I(l N W W (0 W IS N N O) N 6) 01 N W 19 W W C N N V1 N 1n IAN O p O O P r< ri V' O 01 6) O O .-1 r1 O W

U) l9f) N N N N O [ f 1 LO I O 4 0 0 0 N M M N O p O O M N N M O 0 O O N M M N N r 1 r-1 N O N N 0 0 0 O O E. cO O O If) ;f; It) If)'

I i I 1 t I I 1 1 I I I I I I I 4 I I 1 1 I 1 I N M M N r•i rt I^ U)I I I7 I:)

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Z2N W Ol '1 C'> ()) M v' In N ao 61 0 .--1 N M v' .n W N Mm 0 r-I N M v' W In N co 0) O .1 N M W Io W (+ W O) O .•1 N M V' In W N d NN nI N M M M M M M M M M ('1 v' V' V'd•v'a v V' v' v' N N N u) Ir) .n U) In In M W W (O W W W W W N (D N N N N N N N N a -1 Ii(N N IN N (N N N ('IN N N N N (N N N N N N N N NN N N N N . N N N N N N N N N N N N N N N N N N N N N N NN N N 0 .- A'. N

N 0 0 d)N G. q

N (-i H Chi 1 ((I)a

Ct^ A D 0 f-.1 C7 Z . I

a m I"a °z ,T

a s»LI rt w U 2 W ri

14 ria n a a a (n v a s

a 0+ U U

(L35) (pct)

------------------1 1239 16.52 1704 22.73 837 11.24 3799 50.65 750 10.0

2 1 1239 16.52 1704 22.73 837 11.24 750 10.05 750 10.0

3 1 D 0.02 0 0.03 0 0.04 0 0.D5 0 0.0

4 1 0 0.02 0 0.03 0 0.04 0 0.05 0 0.0

5 1 0 0.02 0 0.03 0 0.04 0 0.05 0 0.0

6 1 0 0.02 0 0.03 0 0.04 0 0.05 0 0.0

7 1 0 0.02 0 0.03 0 0.04 0 0.05 0 0.0

8 1 0 0.02 0 0.03 0 0.04 0 0.05 0 0.01 0 0.02 0 0.03 0 0.04 0 O.D5 0 0.0

10 1 0 0.02 0 0.03 0 0.04 0 0.05 0 0.0

11 1 0 0.02 0 0.03 0 0.04 0 0.0

Page 19/31KM consulting Engineers

5 0 0.0

12 _ 0 0.0

2 G 0.03 0 0.04 0 0.G5 0 0.0

13 1 G 0.02 0 0.0

3 0 0.04 0 0.05 0 0.0

14 1 0 0.02 0 0.03 0 0.0

4 0 0.0

5 0 0.0

15 1 0 0.02 0 0.03 0 0.04 0 0.05 0 0.0

16 1 0 0.0

2 0 0.03 0 0.04 0 0.05 0 0.0

17 1 0 0.02 0 0.03 0 0.04 0 0.05 0 0.0

18 1 0 0.02 0 0.03 0 0.04 0 0.05 0 0.0

19 1 0 0.02 0 0.03 0 0.04 0 0.0

5 0 0.0

20 1 0 0.02 0 0.03 0 0.04 0 0.05 0 0.0

21 1 0 0.02 0 0.03 0 0.04 0 0.05 0 0.0

22 1 0 0.02 0 0.03 0 0.04 0 0.05 0 0.0 Page 20/31

KM Consulting Engineers

*** SJSPEN INSULATOR RESULTS

SUSEEN LC P.ESULTPNTNO. NO. FORCE USAGE

(LBS) (pct)----------------------------

1 7959 53.12 6213 54.83 6443 43.04 7130 47.55 7130 47.5

2 1 7959 53.12 8213 54.83 6443 43.04 7130 47.55 7130 47.5

3 1 7959 53.12 8213 54.83 6443 43.04 7130 47.55 7130 47.5

4 1 7959 53.12 8213 54.83 6443 43.04 7130 47.55 7130 47.5

5 1 7959 53.12 8213 54.B3 6443 43.04 7130 47.55 7130 47.5

6 1 7959 53.12 8213 54.83 6443 43.04 7130 47.55 8424 56.2

*** INSULATOR SUMMARY FOR ALL LOAD CASES

INSUL INSUL MAX LCTYPE NO.

rv

USAGE(pct)

NO

CLAMP 1 50.6 4CLAMP 2 22.7 2CLAMP 3 0.0 1CLAMP 4 0.0 1CLAMP 5 0.0 1CLAMP 6 0.0 1CLAMP 7 0.0 1CLAMP 8 0.0 1CLAMP 9 0.0 1CLAMP 10 0.0 1CLAMP 11 0.0 1CLAMP 12 0.0 1


CLAMP 13 0.0 1CLAMP 14 0.0 1CLAMP 15 0.0 _CLAM? 16 D.0CLAMP 17 0.0 1CLAMP 18 0.0 1CLAMP 19 0.0 1CLAMP 20 0.0 1CLAMP 21 0.0 1CLAMP 22 0.0 1SUSPEN 1 54.8 2SUSPEN 2 54.8 2SUSPEN 3 54.8 2SUSPEN 4 54.8 2SUSPEN 5 54.8 2SUSPEN 6 56.2 5


+- GROUP -+ +-- MAXIMUM FORCES --+ +--MEMBER SIZE & MATERIAL--+ +--- DATA FOR COMPRESSION CAPACITY ----} +---- CONNECTION CAP. ----+MAX. BRACING RATIOS BOLTS NET

LABEL DESC. COMP. LC TENS. LC TY? LONG SHORT THICK. FY LEND. X-X Y-Y Z-Z CN L/R CAP. USE NB SHEAR BEAR. SECT. USE(kip) (kip) (in) (in) (in) (ksi) (ft) (kip) (4) (kip) (kip) (kip) (%)

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

H01 HORIZ -0.71 C 0.72 C SAE 2.50 X 2.50 X0.1875 33.0 10.0 1.00 1.00 1.00 4 242 4.39 16 2 22.30 15.47 22.96 5H02 HORIZ -7.54 C 3.31 D1 SAE 3.00 X 3.00 x0.1875 33.0 16.8 0.50 0.50 0.50 4 169 10.89 69 2 22.30 15.47 28.54 49H03 HORIZ -7.04 02 7.45 C SAE 2.50 X 2.50 X0.1875 33.0 13.6 0.50 0.50 0.50 4 165 9.47 74 2 22.30 15.47 22.96 48804 HORIZ -4.40 C 5.18 C SAE 2.00 X 2.00 X0.1875 33.0 11.4 1.00 1.00 1.00 5 347 2.36 104 2 22.30 15.47 17.26 33 NG

HS1A HORIZ -15.72 B 0.00 A SAU 6.00 X 3.50 X0.2500 42.0 6.0 1.00 1.00 1.00 3 93 39.86 71 2 22.30 29.53 80.82 71HS13 HORIZ -5.60 C 8.08 C SAU 2.50 X 2.00 X0.1875 42.0 6.0 1.00 1.00 1.00 4 169 8.15 69 2 22.30 22.15 25.75 36

HS2 HORIZ 0.00 A 12.44 D2 SAC 2.00 X 1.50 X0.1875 42.0 6.0 1.00 1.00 1.00 4 224 3.55 0 2 22.30 22.15 18.56 67HS5A RORIZ -20.26 B 0.00 A SAU 6.00 X 4.00 X0.3750 42.0 6.0 1.00 1.00 1.00 3 82 91.76 45 4 44.60 88.59 116.97 45HS5B HORIZ 0.00 A 4.39 B SAU 2.50 x 2.00 xO.1875 42.0 6.0 1.00 1.00 1.00 4 169 8.15 0 2 22.30 22.15 25.75 20

H56 14ORIZ D.00 A 15.94 B SAU 2.50 X 1.50 X0.1875 42.0 6.0 1.00 1.00 1.00 4 220 4.19 0 2 22.30 22.15 21.97 73HT1A HORIZ -18.80 D2 0.99 02 SAU 6.00 X 3.50 X0.2500 42.0 6.0 1.00 1.00 1.00 3 93 39.86 84 2 22.30 29.53 80.82 84HT1B HORIZ 0.00 A 3.64 B SAU 2.50 X 2.00 X0.1875 42.0 6.0 1.00 1.00 1.00 4 169 8.15 0 2 22.30 22.15 25.75 16

HT2 HORIZ -4.63 B 0.00 A SAE 2.00 X 2.00 x0.1875 33.0 6.0 1.00 1.00 1.00 4 183 6.09 76 2 22.30 15.47 17.26 30H01 HORIZ -17.40 D2 0.00 A SAU 6.00 X 3.50 X0.2500 42.0 18.9 D.33 0.33 0.33 2 96 40.69 78 2 22.30 29.53 80.82 78H02 HORIZ -21.43 D2 0.00 A SAU 6.00 X 4.00 X0.3750 42.0 22.9 0.33 0.33 0.33 2 103 85.38 48 4 44.60 88.59 116.97 48H03 HORIZ -26.04 D2 10.99 02 SAU 6.00 X 3.50 X0.2500 42.0 17.9 0.33 0.33 0.33 2 91 41.43 63 4 44.60 59.06 74.32 58H04 HORIZ 0.00 A 0.00 A SAE 3.50 X 3.50 X0.2500 33.0 0.0 0.00 0.00 0.00 0 0 0.00 0 2 D.00 0.00 0.00 0IBI INTER -0.74 C 0.71 C SAU 2.50 X 2.00 XO.1875 33.0 7.1 1.00 1.00 1.00 4 199 5.87 13 2 22.30 15.47 20.23 5IB2 INTER -0.06 C 0.12 C SAE 2.00 X 2.00 X0.1875 33.0 7.1 1.00 1.00 1.00 4 215 4.38 1 2 22.30 15.47 17.26 1I83 INTER -0.05 B 0.08 C SAE 2.50 X 2.50 X0.1875 33.0 10.0 1.00 1.00 1.00 4 242 4.39 1 2 22.30 15.47 22.96 1IB4 INTER -6.06 D2 5.48 D2 SAE 2.00 X 2.00 x0.1875 33.0 8.5 0.75 0.50 0.50 5 129 12.53 48 2 22.3D 15.47 17.26 39DO1 HNGR 0.00 A 18.15 D2 SAU 3.00 X 2.00 x0.3125 42.0 19.6 1.00 1.00 1.00 5 543 2.13 0 3 33.45 55.37 47.07 54D02 HNGR_ 0.00 A 21.20 D2 SAU 3.00 x 2,00 X0.3125 42.0 23.4 1.00 1.00 1.00 5 650 1.52 0 3 33.45 55.37 47.07 63D03 HNGR 0.00 A 14.76 B SAU 3.00 X 2.00 X0.3125 42.0 21.7 1.00 1.00 1.00 5 604 1.75 0 3 33.45 55.37 47.07 44D04 STRUT -5.56 DI 4.80 01 SAE 2.00 X 2.00 X0.1875 33.0 10.4 0.50 0.50 0.50 5 159 9.06 61 2 22.30 15.47 17.26 36L1N LEG R -122.03 C 80.19 C SAE 6.00 X 6.00 XO.4375 42.0 25.4 0.25 0.25 0.25 1 64 180.46 78 14 156.10 361.76 161.99 78L1A LEG R -121.59 C 80.56 C SAE 6.00 X 6.00 X0.4375 42.0 12.2 0.50 0.50 0.50 1 62 182.97 78 14 156.10 361.76 161.99 78LIE LEG R -106.02 C 69.57 C SAE 6.00 X 6.00 X0.4375 42.0 12.2 0.50 0.50 0.50 1 62 182.97 68 14 156.10 361.76 161.99 68L1C LEG R -102.55 C 85.21 C SAE 6.00 X 6.00 X0.4375 42.0 12.2 0.50 0.50 0.50 1 62 182.97 66 14 156.10 361.76 161.99 66LID LEG 7R -105.17 C 87.48 C SAE 6.00 X 6.00 X0.4375 42.0 6.1 1.00 1.00 1.00 1 62 182.97 67 14 156.10 361.76 161.99 67LiE LEG R -106.42 C. 88.52 C SAE 6.00 x 6.00 X0.4375 42.0 5.4 1.00 1.00 1.00 1 55 189.20 68 14 156.10 361.76 161.99 68


L1F LEG R -102.61 C 86.39 C SAE 6.00 X 6.00 X0.4375 42.0 5.4 1.00 1.00 1.00 1 55 189.11 66 14 156.10 361.76 161.99 66GI G LEG -94.72 C 78.29 C SAE 6.00 x 6.30 X0.3125 42.0 S.C I.OC 1.00 1.00 1 50 109.26 87 14 156.10 258-40 117.21 67L1P LEG -78.92 c 66.80 C SAE 6.00 X 6.GC x0.3125 42.0 6.0 1.00 1.00 1.00 1 60 105.62 75 14 156.16 258.40 117.21 57I__A LL G -60.5 _ &;.7 1 S).G 5, CC- i; x.00 XC.312^ C 6.0 1.00 _.00 1.00 72 98.15 62 10 111.50 184.57 91.17 55

2B LEG -45..,_ C 33.96 C SF.. 5 .00 3; 5.00 X0.3125 42.C 6.0 1.30 1 , 00 1.00 1 72 98.31 46 10 111.50 184.57 91,17 40L2C :,EG 661. C C sAC 5.00 .. 5.30 7; 25 4_.0 5.0 1.. 00 1.GO 1 60 104_.79 32 10 111.50 184.57 91.17 30L 2 R LEG -24.99 D2 17.36 C SP-.E 3.50 3.50 X3.2500 42.0 6.C 1.00 1.00 1.00 1 104 4'2.95 58 10 111.50 147.66 42.10 4-1-

E LEG -19.41 D2 9.52 C SAE 3.50 :. .50 X0.2500 42.0 6.0 1.00 1.03 1.00 _ 104 42.95 4' 10 111.50 147.66 42.10 23L3C LEG -;.2.04 D2 4.04 02 SAP, 3.50 x 3.50 X0.2500 42.0 6.0 1.00 1.00 1.00 1 164 42.95 28 8 89.20 118.12 42.10 13L30 LEG -10.08 172 4.76 D2 SAE 3.50 x 3.50 X0.2500 42.0 6.7 1.00 1.00 1.00 1 116 35.95 28 8 89.20 118.12 42.10 11SDS SDIAG -4.60 A 15.56 C SAE 2.00 x 2.00 X0.1875 33.0 28.5 0.25 0.25 0.25 5 217 5.39 65 2 22.30 15,47 17.26 101 NGDIP. DIAG -4.00 A 12.22 C SAE 2,00 X 2.00 X0.1875 33.0 14.7 0.50 0.50 0.50 5 224 5.10 78 2 22.30 15.47 17.26 '79D2A DIAG -5.67 A 7.99 D2 SAS 2.50 X 2.50 X0.1875 33.0 19.4 0.50 0.50 0.50 5 236 5.96 99 2 22.30 15.47 22.96 5202B DIAG -6.93 A 11.34 D2 SAE 2.50 X 2.50 X0.1875 33.0 17.1 0.50 0.50 0.50 5 207 7.45 93 2 22.30 15.47 22.96 73D1B DIAG -7.03 D2 5.44 D2 SAE 2.00 X 2.00 X0.1875 33.0 11.4 0.75 0.50 0.50 5 173 7.88 89 2 22.30 15.47 17.26 45D1C DIAG -6.69 D2 8.00 D2 SAE 2.00 X 2.00 X0.1875 33.0 9.7 0.75 0,50 0.50 5 148 10.12 66 2 22.30 15.47 17.26 52DID DIAG -10.05 02 7.90 D2 SAE 2.00 X 2.00 X0.1875 33.0 8.6 0.75 0.50 0.50 5 131 12.29 82 2 22.30 15.47 17.26 65D2C DIAG -11.07 D2 12.38 C SAS 2.50 X 2.50 X0.1875 33.0 7.8 0.75 0.50 0.50 2 95 21.01 53 3 33.45 23.20 22.96 54D3A DIAG -12.49 D2 12.88 C SAE 3.00 X 3.00 X0.1875 42.0 8.5 0.75 0.50 0.50 2 85 30.01 42 3 33.45 33.22 36.33 39D3B DIAG -11.99 D2 11.98 D2 SAE 3.00 x 3.00 X0.1875 42.0 8.5 0.75 0.50 0.50 2 85 30.01 40 3 33.45 33.22 36.33 36D3C DIAG -12.37 D2 11.43 D2 SAE 3.00 X 3.00 X0.1875 42.0 8.5 0.75 0.50 0.50 2 85 30.01 41 3 33.45 33.22 36.33 37DIE DIAG -11.99 02 7.78 D2 SAE 2.00 X 2.00 X0.1875 33.0 7.8 0.75 0.50 0.50 2 119 13.83 87 3 33.45 23.20 17.26 52D4A DIAG -12.13 D2 10.96 D2 SAE 2.00 X 2.00 X0.1875 42.0 B.5 0.75 0.50 0.50 5 129 12.59 96 3 33.45 33.22 21.97 50D4B DIAG -10.94 D2 11.96 D2 SAE 2.00 X 2.00 X0.1875 42.0 8.5 0.75 0.50 0.50 5 129 12.59 87 3 33.45 33.22 21.97 54D4C DIAG -11.86 D2 11.00 D2 SAE 2.00 X 2.00 X0.1875 42.0 8.5 0.75 0.50 0.50 5 129 12.59 94 3 33.45 33.22 21.97 50

TI*** LO D kiONFOUNDA A S ( p)

LC +- JT NO. 80 LABEL SB1S -+ +- JT NO. 81 LABEL SB11 -+ +- JT NO. 82 LABEL SB12 -+ +- JT NO. 83 LABEL SB13 -+LC X-DIR Y-DIR Z-DIR X-DIR Y-DIR Z-DIR X-DIR Y-DIR Z-DIR X-DIR Y-DIR Z-DIR

A 10.126 10.052 -76.153 -6.608 9.327 42.054 6.608 9.327 42.054 -10.126 10.052 -16.153B 8.720 10.256 -65.248 -5.231 4.752 32.165 5.231 4.752 32.165 -8.720 10.256 -65.248C 15.952 15.707 -119.961 -15.823 18-995 99.055 15.823 18.995 99.055 -15.952 15,707 -119.961D1 8.416 8.056 -52.782 -0.907 -0.644 -0.183 2.029 3.241 18.446 -5.758 5.153 -34.312D2 4.689 8.205 -62.082 1.530 3.209 -6.075 4.519 2.320 25.824 -3.238 2.121 -23.631

*** D 1 A OA N f itb ti i 10um(L D CASE A) - er o eraCASE NO. ons n SAPS =LOA*** JOINT LOADS AND MEMBER FORCES ON JOINTS

JT. JT. EXTERNAL LOADS ON JOINTS (kip) MEMBER FORCES ON JOINTS (kip) JOINT DISPLACEMENTS (ft)NO. LABEL X-DIR Y-DIR Z-DIR X-DIR Y-DIR Z-AIR X-DIR Y-DIR Z-DIR

1 SO1P 0.000 0.333 -0.298 -0.000 -0.333 0.298 -0,000136 0.137576 -0.0207602 5011 0.000 0.333 -0.298 -0.000 -0.333 0.298 0.000777 0.138995 -0.0001163 5012 0.000 0.333 -0.298 0.000 -0.333 0.298 -0.000777 0.138995 -0.0001164 S013 0.000 0.333 -0.298 0.000 -0.333 0.298 0.000136 0.137576 -0.0207605 BO1P 0.000 0.534 -0.461 0.000 -0.534 0.461 -0.000018 0.052189 -0.0068036 B011 0.000 0.534 -0.461 0.000 -0.534 0.461 -0,000056 0.052223 -0.0015047 B012 0.000 0.534 -0.461 -0.000 -0.534 0.461 0.000056 0.052223 -0.0015048 8013 0.000 0.534 -0.461 -0.000 -0.534 0.461 0.000018 0.052189 -0.0068039 T01P 0.000 0,267 -0.233 0.000 -0.267 0.233 0.000418 0.418512 -0.037617

10 TO11 0.000 0.267 -0.233 0.000 -0.267 0.233 0.000446 0.419778 0.00497111 T012 0.000 0.267 -0.233 -0.000 -0.267 0.233 -0.000446 0.419778 0.00497112 T013 0.000 0.267 -0.233 -0.000 -0.267 0.233 -0.000418 0.418512 -0.037617


N N u) 0) C0.1 I'-1o and N N C) 101DC C (Y) 0) C 0)01610) 1.O N 1- tO m N N m m N N m IO ID 1.D to m (n Mm C M M C .--I N N.--I mrO C) 0) 0) r) C'1 in 1.0 1 M m N N m m 0 C) m N In In N 1 N N .-I 1D m m tO M 1 1 M U') ON Cl 1[1 1 1 1 1 (Cl Ln ((1 (31 N to to N N t- N 1^' 14 Hm0) 111 N r- U) m M 6) In Iif) U) m if) r-I + U) In C C U1 tO Cl N IO ri ID 1.O W lp M MID V C- [-C N 0O N MID 1Q M m m m m 61 MM m U1 C1D 1.01[10) 151 N N N N m 10 C 1 U11 ."1 N C)1 .'-i m0) ri r- 0) 0000 M 1.-1 M 1.O N N 1D 0) C C O1,4 C C H N C C(V C no C 10111ri -, 1!) ('14 ,C) 1.1) C7 m 01 U) 1 0 0 1 -1O C) 11 O O H .--1 O O 1 CV OON NOO (V (V O O N N 0 O N M 00 MM O O MMO O C) M OCO O ..i U N n N O C1 0 0 0 O 0 O 0 99999 O O !99 O O O O O O O O O O P O C! O O 0 0 0 0 0 0 0 0 0 0 0 0 90 0 0

O O O O O o U 0 0 0 0 0 0 0 0 0 0 0 C) 0 0 0 C) 0 0 Cl 0 C) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0I I I t I I I I I I I I t I I 1 I I ( 1 I I I I { I i I I

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*** LOAD CASE NO. 2 5 (LOAD CASE 8) - Number of iterations in SAPS =

*** JOINT LOADS AND MEMBER FORCES ON JOINTS10

JT. JT. EXTERNAL LOADS ON JOINTS (kip) MEMBER FORCES ON JOINTS (kip) JOINT DISPLACEMENTS (ft)

NO. LABEL X-DIR Y-DIR Z-DIR X-DIR Y-DIR Z-DIR X-DIR Y-DIR 2-AIR

1 SOIP 0.000 0.202 -0.235 -0.000 -0.202 0.235 -0.000083 0.105502 0.0192152 $011 0.000 0.202 -0.235 -0.000 -0.202 0.235 0.000742 0.106948 0.0018503 S012 0.000 0.202 -0.235 0.000 -0.202 0.235 -0.000742 0.106948 0.0018504 S013 0.000 0.202 -0.235 0.000 -0.202 0.235 0.000083 0.105502 -0.0192155 8012 0.000 0,324 -0.363 0.000 -0.324 0.363 -0.000013 0.008936 -0.0097966 B011 0.000 0.324 -0.363 0.000 -0.324 0.363 -0.00D025 0.008992 0.0039367 B012 0.000 0,324 -0.363 -0.000 -0.324 0.363 0.000025 0.008992 0.0039368 B013 0.000 0.324 -0.363 -0.000 -0.324 0.363 0.000013 0.008936 -0.0097969 T01P 0.000 0.162 -0.183 0.000 -0.162 0.183 0.000437 0.379512 -0.035371

10 T011 0.000 0.162 -0.183 0.000 -0.162 0.183 0.000468 0.380814 0.00612911 T012 0.000 0.162 -0.183 -0.000 -0.162 0.183 -0.000468 0.380814 0.00612912 T013 0.000 0.162 -0.183 -0.000 -0.162 0.183 -0.000437 0.379512 -0.03537113 T02P 0.000 0.133 -0.183 -0.000 -0.133 0.183 -0.000672 0.421976 -0.01519414 T02Y 0.000 0.133 -0.183 0.000 -0.133 0.183 0.000672 0.421976 -0.01519415 011' 0.000 2.262 -8.167 0.000 -2.262 8.167 0.000000 0.100966 -0.15423216 01X 0.000 2.262 -8.167 0.000 -2.262 8.167 -0.000000 0.111815 0.02387917 02P 0.000 2.262 -8.318 0,000 -2.262 8.318 0.000000 0.219095 -0.25423818 02X 0.000 2.262 -8.318 0.000 -2.262 8.318 -0.000000 0.230017 0.06358019 03P 0.000 2.268 -8.170 -0.000 -2.268 8.170 0.000000 0.375120 -0.20129820 03X 0.000 2.268 -8.170 0.000 -2.268 8.170 -0.000000 0.385251 0.08447621 04P 0.000 0.773 -1.595 0.000 -0.773 1.595 0.000000 0.422730 -0.09488522 04X 0.000 0.773 -1.595 -0.000 -0.773 1.595 -0.000000 0.421645 0.05874723 B02S 0.000 0.410 -0.368 0.000 -0.410 0.368 0.000454 0.023402 -0.01305824 2021 0.000 0.410 -0.368 0.000 -0.410 0.368 -0.000722 0.022689 0.00451325 B022 0.000 0.410 -0.368 -0.000 -0.410 0.368 0.000722 0.022689 0.00451326 B023 0.000 0.410 -0.368 -0.000 -0.410 0.368 -0.000454 0.023402 -0-01305827 B03S 0.000 0.413 -0.364 0.000 -0.413 0.364 0.001084 0.039190 -0.01592628 B031 0.000 0.413 -0.364 0.000 -0.413 0.364 -0.000477 0.038753 0.00488829 B032 0.000 0.413 -0.364 -0.000 -0.413 0.364 0.000477 0.038753 0.00488830 B033 0.000 0.413 -0.364 -0.000 -0.413 0.364 -0.001084 0.039190 -0.01592631 B04S 0.000 0.297 -0.263 0.000 -0.297 0.263 0.000723 0.061096 -0.01793932 B041 0.000 0.297 -0.263 0.000 -0,297 0.263 -0.000386 0.060752 0.00439233 B042 0.000 0.297 -0.263 -0.000 -0.297 0.263 0.000386 0.060752 0.00439234 B043 0.000 0.297 -0.263 -0.000 -0.297 0.263 -0.000723 0.061096 -0.017939


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67 008S 0.000 0.312 -0.076 0.000 -0.312 0.076 0.000375 0-717557 -0.05463368 SOB'" 0.G00 0.312 -0.076 -0.000 -0.312 0.076 -0.000620 0.716557 0.02733369 5082 0.000 0.312 -0.076 0.000 -0.312 0.076 0.000620 0.716557 0.02733370 5083 0.000 0.312 -0.076 -0.000 -0.312 0.076 -0.000375 0.717557 -0.05463371 M1AS 0.000 0.545 -0.156 0.000 -0.545 0.156 -0.000030 0.072334 -0.01405472 M1AY 0.000 0.545 -0.156 -0.600 -0.545 0.156 0.000030 0.072334 -0.01405473 M1BS 0.000 0.772 -0.156 0.000 -0.712 0.156 -0.000000 0.072852 -0.02170374 M1BX 0.000 0.772 -0.156 0.000 -0.772 0.156 -0.000000 0.072957 0.00222075 M2AS O.ODO 0.187 -0.059 0.000 -0.187 0.059 0.000016 0.072651 -0.03174076 }12A1 0.000 0.187 -0.059 0.000 -0.187 0.059 -0.000008 0.072643 -0.02674177 M2A2 0.000 0.187 -0.059 -0.000 -0.187 0.059 0.000008 0.072643 -0.02674178 M2A3 0.000 0.187 -0.059 -0.000 -0.187 0.059 -0.000016 0.072651 -0.03174079 M3S 0.000 0.075 -0.021 0.000 -0.075 0.021 0.000000 0.250844 -0.00883680 SB1S 0.000 0.000 0.000 15.952 15.107 -119.961 0.000000 0-000000 0.00000081 SR11 0.000 0.000 0.000 -15.823 18.995 99.055 0.000000 0.000000 0.00000082 sB12 0.000 0.000 0.000 15.823 18.995 99.055 0.000000 0.000000 0.00000083 s313 0.000 0.000 0.000 -15.952 15.707 -119.961 0.000000 0.000000 0.000000

*** LOAD CASE NO. 4 D1 (LOAD CASE D1 BROKEN SHIELD) - Number Of iterations in SAPS = 10"** JOINT LOADS AND MEMBER FORCES ON JOINTS

JT.

NO.JT. EXTERNAL LOADS ON JOINTS (kip)

LABEL X-DIR Y-DIR 2-DIRMEMBER FORCES ON JOINTS (kip)

X-DIR Y-DIR Z-DIRJOINT DISPLACEMENTS (ft)

X-DIR Y-DIR Z-DIR

1 SO1P 0.000 0.108 -0.387 -0.000 -0.108 0.387 0.025052 0.050606 -0.0168652 S011 0.000 0.108 -0.387 -0.000 -0.108 0.387 0.016835 0.051959 -0.0059543 S012 0.000 0.108 -0.387 0.000 -0.108 0.387 0.015826 0.060670 0.0006034 S013 0.000 0.108 -0.387 0.000 -0.108 0.387 0.024896 0.059427 -0.0101905 BO1P 0.000 0.174 -0.599 -0.000 -0.174 0.599 0.000859 0.001894 -0.0080176 3011 0.000 0.174 -0.599 -0.000 -0.174 0.599 -0.005617 0.001977 -0.0011827 B012 0.000 0.174 -0.599 -0.000 -0.174 0.599 -0.005527 0.008493 0.0027468 B013 0-000 0.174 -0.599 -0.000 -0.174 0.599 0.000925 0.008412 -0.0040999 T01P 0.000 0.087 -0.303 0.000 -0.087 0.303 0.133698 0.181206 -0.031918

10 T011 0.000 0.087 -0.303 0.000 -0.087 0.303 0.108491 0.182527 -0.01125811 TD12 0.000 0.087 -0.303 0.000 -0.087 0.303 0.107762 0.208342 0.00572112 T013 0.000 0.087 -0.303 0.000 -0.087 0.303 0.133042 0.207475 -0.01505013 7029 0.000 0.071 -0.301 0.000 -0.071 0.301 0.141595 0.202119 -0.02205014 T02Y 0.000 0.071 -0.301 0.000 -0.071 0.301 0.142813 0.228909 -0.00517615 01P 0.000 1.342 -7.419 0.000 -1.342 7.419 0.053288 0.050956 -0.10545116 O1X 0.000 1.342 -7.419 0.000 -1.342 7.419 -0.012589 0.060619 -0.01355817 02P 0.600 1.342 -7.668 0.000 -1.342 7.668 0.127515 0.111772 -0.16881918 02X 0.000 1.342 -7.668 O.DDD -1.342 7.668 -0.008100 0.121355 -0.00707219 03P 0.000 1.346 -7.424 D.000 -1.346 7.424 0.212248 0.190496 -0.12356620 03X 0.000 1.346 -7.424 0.000 -1.346 7.424 0.032485 0.199379 0.01782921 042 3.780 0.123 -0.450 -3.780 -0.123 0.450 0.194412 0.215690 -0.05289022 04X 0.000 0.220 -0.812 0.000 -0.220 0.812 0.091865 0.215280 0.022759


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LANG REPORT (PROPOSED)

6.6

TOWER ANALYSIS AND DESIGN - POWER LINE SYSTEMS - 1995

**********%******************************************************************

*** ANALYSIS IDENTIFICATION : ConEd Tower K-47 Greenburgh, NYNOTES : SITE ID* WE-03-067D ARCNET PROJ. NO. A96.506-049CDATE AND TIME Tue Nov 03 15:53:24 1998PROGRAM VERSION: TOWER Version 4.41LICENSED TO: : KM Consulting Engineers

*** Design code 1ASCE-10', *** NONLINEAR ANALYSIS PERFORMED: ITERAM=1000, PMAXS=0.0224809 (lbs), ASCORM=0.0685218 (lbs/ft), DASAT=68521.8 (lbs/ft),

PWITER=3

*** CLAMPS PROPERTIES

CLAMP ATT. HOLDINGNO. LABEL CAPACITY

(LBS)------------------------

1 04P 75002 04X 75003 M3s 75004 TO19 75005 5085 75D06 T012 75007 S082 75008 T013 75009 S083 7500

10 $073 750011 s063 750012 5053 750013 S043 750014 S033 750015 5023 750016 S013 750017 B063 750018 B053 750019 B043 750020 B033 750021 B023 750022 B013 7500

*** SUSPENSION INSULATORS PROPERTIESSUSPEN ATT TIP.

NO. LABEL LABELSUSPEN SUSPEN TENSILE COND 1 COND 2 COND 3LENGTH WEIGHT CAPACITY MIN MAX MIN MAX MIN MAX

(FT) (LBS) (LBS) +---- SWINGS (DEG) ----+

1 O1P S1 10.50 1100 15000 0 0 0 0 0 02 01X s2 10.50 1100 15000 0 0 0 0 0 03 02P S3 10.50 1100 15000 0 0 0 0 0 04 02X S4 10.50 1100 15000 0 0 0 0 0 05 03P S5 10.50 1100 1500D 0 0 0 0 0 06 03X s6 10.50 1100 15000 0 0 0 0 0 0


"`* PI-S-CADD DIRECT LINK DEFINITIONSATT ATT, INSUL SET PHASE SET SECNO. LABEL TYPE NO. NO. DESCRIPTION END

1 04P C 0 02 04X C 0 03 M3S C 0 04 TO1P C 0 O5 SDBS C 0 06 T012 C 0 07 S062 C 0 0B T013 C 0 09 S083 C 0 0

10 S073 C 0 011 $063 C 0 012 S053 C 0 013 5043 C 0 014 $033 C 0 015 S023 C 0 016 S013 C 0 017 B0 63 C 0 018 BD53 C 0 019 B043 C 0 020 B033 C 0 021 B023 C 0 022 B013 C 0 023 Si I 0 024 S2 I 0 025 S3 I 0 026 S4 I 0 027 S5 I 0 028 S6 T 0 0

*** JOINT DATA

Jr. JT.

NO. LABEL X-COORD. Y-COORD. Z-COORD. X-DIR Y-DIR Z-DIR X--ROT Y-ROT Z-ROT MASTER(ft) (ft) (ft)

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

1 SO1P 3.00 3.00 52.67 02 501l 3.00 -3.00 52.67 03 S012 -3.00 -3.00 52.67 04 S013 -3.00 3.00 52.67 05 501P 10.00 10.00 0.00 06 8011 10.00 -10.00 0.00 07 B012 -10.00 -10.00 0.00 08 B013 -10.00 10.00 0.00 09 TO1P 3.00 3.00 96.67 0

10 Toll 3.00 -3.00 98.67 011 TO12 -3.00 -3.00 98.67 012 T013 -3.00 3.00 98.67 013 T02P 3.00 0.00 104.67 014 T02Y -3.00 0.00 104.67 015 DIP 0.00 21.67 52.67 016 Oix 0.00 -21.67 52.67 0


CIO 000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000000c400000000000000000000000000000

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73 MiBS 0.00 10.00 0.00 074 MiBX 0.00 -10.00 0.00 075 M2AS 5.00 5.00 0.00 076 M2A1 5.00 -5.00 0.00 077 M2A2 -5.00 -5.00 0.00 078 M2A3 -5.00 5.00 O.OD 079 M3S 0.00 0.00 52.67 080 sB1s 13.32 13.32 -25.00 FIXED FIXED FIXED FIXED FIXED FIXED 081 SB11 13.32 -13.32 -25.Q0 FIXED FIXED FIXED FIXED FIXED FIXED 0

82 SB12 -13.32 -13.32 -25.00 FIXED FIXED FIXED FIXED FIXED FIXED 083 SB13 -13.32 13.32 -25.00 FIXED FIXED FIXED FIXED FIXED FIXED 084 Si 0.00 21.67 42.17 085 32 0.00 -21.67 42.17 086 53 0.00 25.67 65.17 087

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*** MATERIAL DATA

MAT MAT MODULUS YIELD ULTIMATE MATTYPE DESCRIPT. ELAS.

(ksi)STRESS

(ksi)STRESS

(ksi)DENSITY

(pcf)

7 A 7 29000.0 33.000 44.000 490.08 A242

*** CONNECTION PROPERTIES

29000.0 42.000 63.000 490.0

BOLTTYPE

BOLTDESCRIPT.

BOLTDIAMETER

(in)

HOLE-DIAM.(in)

SHEARCAP.

(kip)

2 5/8 A394 TYPE 0 0.6250 0.6875 11.150

*** GROUP (OR MARK) ANGLE MEMBER PROPERTIES

GROUP ANG. LONG SHORT UNIT RADII OF GYRATION MAT STRESS BOLTSLABEL DESC. TYP LEG LEG THICK. WEIGHT AREA B/T RX RY RZ TYP FCR TY NO HOLES T C

(in) (in) (in) (lbs/ft) (in^2) (in) (in) (in) (ksi)----------------------------------------------------------------------------------------------------------------------------

1101 HORIZ SAE 2.50 X 2.50 X 0.1875 3.07 0.90 10.67 0.778 0.778 0.495 7 33.00 2 2 1.000 BH02 HORIZ SAE 3.00 X. 3.00 x 0.1875 3.71 1.09 13.33 0.939 0.939 0.596 7 33.00 2 2 1.000 BH03 HORIZ SAE 2.50 X 2.50 X 0.1875 3.07 0.90 10.67 0.778 0.718 0.495 7 33.00 2 2 1.000 BH04 HORIZ SAE 2.00 X 2.00 X 0.1875 2.44 0.71 8.00 0.617 0.617 0.394 7 33.00 2 2 1.000 B

HS1A HORIZ SAU 6.00 X 3.50 X 0.2500 7.90 2.31 21.00 1.960 1.010 0.777 8 22.06 2 2 1.000 B13515 HORIZ SAU 2.50 X 2.00 X 0.1875 2.75 0.81 10.67 0.793 0.600 0.427 8 42.00 2 2 1.000 B

HS2 HORIZ SAU 2.00 X 1.50 X 0.1875 2.12 0.62 8.33 0.632 0.440 0.322 8 42.00 2 2 1.000 BHSSA BORIS SAU 6.00 X 4.00 X 0.3750 12.30 3.61 13.67 1.930 1.170 0.877 8 38.95 2 4 2.000 BHSSB HORIZ SAU 2.50 X 2.00 X 0.1875 2.75 0.81 10.67 0.793 0.600 0.427 8 42.00 2 2 1.000 8

1356 HORIZ SAU 2.50 X 1.50 X 0.1875 2.44 0.71 10.67 0.803 0.422 0.327 8 42.00 2 2 1.000 BHTIA HORIZ SAU 6.00 x 3.50 X 0.2500 7.90 2.31 21.00 1.960 1.010 0.777 8 22.06 2 2 1.000 B

HTIB BORIS SAU 2.50 X 2.00 X 0.1875 2.75 0.81 10.67 0.793 0.600 0.427 8 42.00 2 2 1.000 BHT2 BORIS SAE 2.00 X 2.00 X 0.1875 2.44 0.71 8.00 0.617 0.617 0.394 7 33.00 2 2 1.000 B1301 HORIZ SAU 6.00 X 3.50 X 0.2500 7.90 2.31 21.00 1.960 1.010 0.777 8 22.06 2 2 1.000 B

E02 HORTZ SAU 6.00 X 4.00 X 0.3750 12.30 3.61 13.67 1.930 1.170 0.877 8 38.95 2 4 2.000 B


H03 HORIZ SAU

E04 HORIZ SAEIS1 INTBRAC SAUIB2 INTBRAC SAEI83 INTBRAC SAEI84 INTORAC SAE

DOi HNGRR SAO

D02 HNGR_R SADD03 HNGR_R SAUD04 STRUT SAEL1N LEG R SAE

L1A LEGR SAE

L1B LEGR SAE

LiC LEG_R SAELID LEG _R SAEL1E LEG R SAELIF LEG R SAELLG LEG SAEL1H LEG SAE

L2A LEG SAE

L2B LEG SAE

L2C LEG SAE

L3A LEG SAE

L3B LEG SAE

L3C LEG SAEL3D LEG SAESDS SDIAG SAED1A DIAG SAE

D2A DIAL SAE

D2B DIAG SAE016 DIAL SAED1C DIAL SAEDID DIAG SAE

D2C DIAL SAE

D3A DIAG SAE

D3B DIAG SAE

D3C DIAG SAE

DIE DIAG SAE

D4A DIAL SAE046 DIAL SAE

D4C DIAL SAE

6.00 x 3.50 X 0.2500 7.90 2.31 21.00 1.960 1.010 0.777 8 22.06 2 4 2.000 B3.50 x 3.50 X 0.2500 5.80 1.69 1--.50 1.090 1.090 0.694 7 33.00 2 2 1,000 B2.50 x 2.00 X 0.1875 2.75 0.81 10.67 0.793 0.600 0.427 7 33.00 2 2 1.000 B2.00 X 2.00 X 0.1875 2.44 0.71 8.00 0.617 0.617 0.394 7 33.00 2 2 1.000 82.50 x 2.50 X 0.1875 3.07 0.90 10.67 0.778 0.776 0.495 7 33.00 2 2 1.000 B2.00 X 2.00 X 0.1875 2.44 0.71 8.00 0.617 0.617 0.394 7 33.00 2 2 1.000 B3.00 X 2.00 X 0.3125 5.00 1.46 7.60 0.948 0.567 0.432 8 42.00 2 3 1.0003.00 X 2.00 X 0.3125 5.00 1.46 7.60 0.948 0.567 0.432 8 42.00 2 3 1. 0003.00 X 2.00 X 0.3125 5.00 1.46 7.60 0.948 0.567 0.432 8 42.00 2 3 1.0002.00 X 2.00 X 0.1875 2.44 0.71 8.00 0.617 0.617 0.394 7 33.00 2 2 1.0006.00 x 6.00 X 0.4375 17.20 5.06 11.57 1.870 1.870 1.190 8 42.00 2 14 4.000 B6.00 x 6.00 X 0.4375 17.20 5.06 11.57 1.870 1.870 1.190 8 42.00 2 14 4.000 B6.00 x 6.00 X 0.4375 17.20 5.06 11.57 1.870 1.870 1.190 8 42.00 2 14 4.000 B6.00 X 6.00 x 0.4375 17.20 5.06 11.57 1.870 1.870 1.190 B 42.00 2 14 4.000 B6.00 X 6.00 X 0.4375 17.20 5.06 11.57 1.870 1.870 1.190 8 42.00 2 14 4.000 B6.00 x 6.00 x 0.4375 17.20 5.06 11.57 1.870 1.870 1.190 8 42.00 2 14 4.000 B6.00 x 6.00 x 0.4375 17.20 5.06 11.57 1.870 1.870 1.190 8 42.00 2 14 4.000 B6.00 x 6.00 X 0.3125 12.50 3.65 16.60 1.890 1.890 1.200 8 32.20 2 14 4.000 B6.00 X 6.00 X 0.3125 12.50 3.65 16.60 1.890 1.890 1.200 8 32.20 2 14 4.000 B5.00 x 5.00 X 0.3125 10.30 3.03 13.40 1.570 1.570 0.994 8 39.57 2 10 4.000 B5.00 X 5.00 X 0.3125 10.30 3.03 13.40 1.570 1.570 0.994 8 39.51 2 10 4.000 B5.00 X 5.00 X 0.3125 10.30 3.03 13.40 1.570 1.570 0.994 8 39.57 2 10 4.000 B3.50 X 3.50 X 0.2500 5.80 1.69 11.50 1.090 1.090 0.694 8 42.00 2 10 4.000 B3.50 X 3.50 X 0.2500 5.80 1.69 11.50 1.090 1.091) 0.694 8 42.00 2 10 4.000 B3.50 X 3.50 X 0.2500 5.80 1.69 11.50 1.090 1.090 0.694 8 42.00 2 8 4.000 B3.50 X 3.50 X 0.2500 5.80 1.69 11.50 1.090 1.090 0.694 8 42.00 2 8 4.000 B2.00 X 2.00 X 0.1875 2.44 0.71 8.00 0.617 0.617 0.394 7 33.00 2 2 1.000 T2.00 X 2.00 X 0.1875 2.44 0.71 8.00 0.617 0.617 0.394 7 33.00 2 2 1.000 T

2.50 X 2.50 X 0.1875 3.07 0.90 10.67 0.778 0.778 0.495 7 33.00 2 2 1.000 T2.50 X 2.50 X 0.1875 3.07 0.90 10.67 0.778 0.778 0.495 7 33.00 2 2 1.000 T2.00 X 2.00 X 0.1875 2.44 0.71 8.00 0.617 0.617 0.394 7 33.00 2 2 1.0002.00 X 2.00 x 0.1875 2.44 0.71 8.00 0.617 0.617 0.394 7 33.00 2 2 1.0002.00 X 2.00 X 0.1875 2.44 0.71 8.00 0.617 0.617 0.394 7 33.00 2 2 1.0002.50 X 2.50 X 0.1875 3.07 0.90 10.67 0.778 0.778 0.495 7 33.00 2 3 1.0003.00 X 3.00 X 0.1875 3.71 1.09 13.33 0.939 0.939 0.596 8 39.73 2 3 1.0003.00 x 3.00 x 0.1875 3.71 1.09 13.33 0.939 0.939 0.596 8 39.73 2 3 1.0003.00 X 3.00 X 0.1675 3.71 1.09 13.33 0.939 0.939 0.596 8 39.73 2 3 1.0002.00 X 2.00 X 0.1875 2.44 0.71 8.00 0.617 0.617 0.394 7 33.00 2 3 1.0002.00 X 2.00 X 0.1875 2.44 0.71 8.00 0.617 0.617 0.394 8 42.00 2 3 1.0002.00 X 2.00 X 0.1875 2.44 0.71 8.00 0.617 0.617 0.394 8 42.00 2 3 1.0002.00 X 2.00 x 0.1875 2.44 0.71 8.00 0.617 0.617 0.394 8 42.00 2 3 1.000

DETAILED (INDIVIDUAL) MEMBER DATA - PRINTED CAPACITIES DO NOT INCLUDE EIA ALLOWABLE STRESS INCREASE FOR WIND LOAD CASES

GROUP GROUP LONG SHORT MEMBER INCIDENCE MAX CAPACITY ECC RES BRACING RATIOS SLEND. RATIOSLABEL DESC. LEG LEG THICK. FY NO JO JE LENGTH COMP TENS COD COD X-X Y-Y Z-Z L/RX L/RY L/RZ WARNINGS

(in) (in) (in) (ksi) (ft) (kips) (kips)------------------------------------------------------------------------------------------------------------------------------

HO1 HORIZ 2.50 X 2.50 X 0.1875 33 1 B01P M1A5 10.0 4.39 15.47 3 1 1.00 1.00 1.00 154 154 242 L/R > 2002 B011 M1AS 10.0 4.39 15.47 3 1 1.00 1.00 1.00 154 154 242 L/R > 2003 B012 M1AY 10.0 4.39 15.47 3 1 1.00 1.00 1.00 154 154 242 L/R > 2004 B013 M1AY 10.0 4.39 15.47 3 1 1.00 1.00 1.00 154 154 242 L/R > 2005 8019 MiBS 10.0 4.39 15.47 3 1 1.00 1.00 1.00 1S4 154 242 L/R > 2006 B011 MiBX 10.0 4.39 15.47 3 1 1.00 1.00 1.00 154 154 242 L/R > 2007 5012 M1BX 10.0 4.39 15.47 3 1 1.00 1.00 1.00 154 154 242 L/R > 2008 B013 M1BS 10.0 4.39 15.47 3 1 1.00 1.00 1.00 154 154 242 L/R > 200


H02 HORIZ 3.00 X 3.00 X 0.1875 33 9 B02S 2021- 16.8 10.89 15.47 3 1 0.50 0.50 0.50 107 107 16910 8023 8022 16.8 10.89 15.47 3 1 0.50 0.50 0.50 107 107 16911 B02S B023 16.8 10.89 15.47 3 1 0.50 0.50 0.50 107 107 16912 B02_ 3022 16.8 10.89 15.47 3 1 0.50 0.50 0.50 107 107 169

H03 HORIZ 2.50 X 2.50 X 0.1875 33 13 503S 8031 13.6 9.47 15.47 3 1 0.50 0.50 0.50 105 105 16514 B033 8032 13.6 9.47 15.47 3 1 0.50 0.50 0.50 105 105 16515 B03S B033 13.6 9.47 15.47 3 1 0.50 0.50 0.50 105 105 16516 5031 3032 13.6 9.47 15.47 3 1 D.50 0.50 0.50 105 105 165

H04 HORIZ 2.00 X 2.00 X 0.1875 33 17 B04S 8041 10.4 8.05 15.47 3 1 0.50 0.50 0.50 101 101 15918 8043 B042 10.4 8.05 15.47 3 1 0.50 0.50 0.50 101 101 15919 B04S B043 10.4 8.05 15.47 3 1 0.50 0.50 0.50 101 101 15920 8041 B042 10.4 8.05 15.47 3 1 0.50 0.50 0.50 101 101 159

HS1A HORIZ 6.00 X 3.50 x 0.2500 42 21 S01P SOil 6.0 22.30 22.30 3 1 1.00 1.00 1.00 31 71 9322 S013 S012 6.0 22.30 22.30 3 1 1.00 1.00 1.00 37 71 93

HS1B 140R12 2.50 X 2.00 x 0.1875 42 23 S01P 5013 6.0 8.15 22.15 3 1 1.00 1.00 1.00 91 120 16924 5011 $012 6.0 8.15 22.15 3 1 1.00 1.00 1.00 91 120 169

HS2 HORIZ 2.00 X 1.50 X 0.1875 42 25 S02S $021 6.0 3.55 18.56 3 1 1.00 1.00 1.00 114 164 224 L/R > 20026 5023 $022 6.0 3.55 18.56 3 1 1.00 1.00 1.00 114 164 224 L/R > 200

HS5A HORIZ 6.00 X 4.00 X 0.3750 42 27 S05S SD51 6.0 44.60 44.60 3 1 1.OD 1.00 1.00 37 62 8228 S053 S052 6.0 44.60 44.60 3 1 1.00 1.00 1.00 37 62 82

HS5B HORIZ 2.50 X 2.00 X 0.1875 42 29 S05S S053 6.0 8.15 22.15 3 1 1.00 1.00 1.00 91 120 16930 5051 S052 6.0 8.15 22.15 3 1 1.00 1.00 1.00 91 120 169

HS6 1109.22 2.50 X 1.50 X 0.1875 42 31 5065 5061 6.0 4.19 21.97 3 1 1.00 1.00 1.00 90 171 220 L/R > 20032 S063 S062 6.0 4.19 21.97 3 1 1.00 1.00 1.00 90 171 220 L/R > 200

HTIA HORIZ 6.00 X 3.50 X 0.2500 42 33 T01P TOll 6.0 22.30 22.30 3 1 1.00 1.00 1.00 37 71 9334 T013 TD12 6.0 22.30 22.30 3 1 1.00 1.00 1.00 37 71 93

8T13 HORIZ 2.50 X 2.00 X 0.1875 42 35 T01P 7013 6.0 8.15 22.15 3 1 1.00 1.00 1.00 91 120 16936 TOIL T012 6.0 8.15 22.15 3 1 1.00 1.00 1.00 91 120 169

HT2 HORIZ 2.00 X 2.00 X 0.1875 33 37 T02P T02Y 6.0 6.09 15.47 3 1 1.00 1.00 1.00 117 117 183IB2 INTBRAC 2.00 X 2.00 X 0.1875 33 38 BO1P M2AS 7.1 4.38 15.47 3 1 1.00 1.00 1.00 138 138 215 L/R > 200

39 B011 M2A1 7.1 4.38 15.47 3 1 1.00 1.00 1.00 138 138 215 L/R > 20640 B012 M2A2 7.1 4.38 15.47 3 1 1.00 1.00 1.00 138 138 215 L/R > 20041 3013 M2A3 7.1 4.38 15.47 3 1 1.00 1.00 1.00 138 138 215 L/R > 200

IB1 INTBRAC 2.50 X 2.00 X 0.1875 33 42 M1AS M2AS 7.1 5.87 15.47 3 1 1.00 1.00 1.00 107 141 19943 M1AS M2A1 7.1 5.87 15.47 3 1 1.00 1.00 1.00 107 141 19944 M1AX M2A2 7.1 5.67 15.47 3 1 1.00 1.00 1.00 107 141 19945 M1AY M2A3 7.1 5.87 15.47 3 1 1.00 1.00 1.00 107 141 19946 M1BS M2AS 7.1 5.87 15.41 3 1 1.00 1.00 1.00 107 141 19947 M1BX M2A1 7.1 5.87 15.47 3 1 1.00 1.00 1.00 107 141 19948 M1BX M2A2 7.1 5.87 15.47 3 1 1.00 1.00 1.00 107 141 19949 M1BS M2A3 7.1 5.87 15.47 3 1 1.00 1.00 1.00 107 141 199

IB3 INTBRAC 2.50 X 2.50 X 0.1875 33 50 M2A1 M2AS 10.0 4.39 15.47 3 1 1.00 1.00 1.00 154 154 242 L/R > 20051 M2A2 M2A3 10.0 4.39 15.47 3 1 1.00 1.00 1.00 154 154 242 L/R > 20052 M2AI M2A2 10.0 4.39 15.47 3 1 1.00 1.00 1.00 154 154 242 L/R > 20053 M2AS M2A3 10.0 4.39 15.47 3 1 1.00 1.00 1.00 154 154 242 L/R > 200

IB4 INTBRAC 2.00 X 2.00 X 0.1875 33 54 S01P M3S 4.2 15.47 15.47 2 2 0.75 0.50 0.50 62 41 6555 SOIL M3S 4.2 15.47 15.47 2 2 0.75 0.50 0.50 62 41 6556 S012 M3S 4.2 15.47 15.47 2 2 0.75 0.50 0.50 62 41 6557 S013 M3S 4.2 15.47 15.47 2 2 0.75 0.50 0.50 62 41 6558 S05S S052 8.5 12.53 15.47 2 2 0.75 0.50 0.50 124 83 12959 5051 S053 8.5 12.53 15.47 2 2 0.75 0.50 0.50 124 83 12960 TO1P T012 8.5 12.53 15.47 2 2 0.75 0.50 0.50 124 83 12961 T0ll T013 8.5 12.53 15.47 2 2 0.75 0.50 0.50 124 83 129

801 HORIZ 6.00 X 3.50 X 0.2500 42 62 O1P S01P 18.9 22.30 22.30 2 2 0.33 0.33 0.33 38 74 9663 o1x s011 18.9 22.30 22.30 2 2 0.33 0.33 0.33 38 74 9664 O1X S012 18.9 22.30 22.30 2 2 0.33 0.33 0.33 38 74 96

144 Consulting Engineers Page 6/33

65 01P 5013 18.9 22.30 22.30 2 2 0.33 0.33 0.33 38 74 96H02 HORIZ 6.00 x 4.00 X 0.3750 42 66 02P 5055 22.9 44.60 44.60 2 2 0.33 0.33 0.33 47 77 103

67 02X S051 22.9 44.60 44.60 2 2 0,33 0.33 0.33 47 77 10368 C2X 5052 22.9 44.60 44.60 2 2 0.33 0.33 0.33 47 77 10369 02P 5053 22.9 44.60 44.60 2 2 0.33 0.33 0.33 47 77 103

H03 HORIZ 6.00 x 3.50 x 0.2500 42 70 03P T019 17.9 41.43 44.60 2 2 0.33 0.33 0.33 36 70 9171 03X Toll 17.9 41.43 44.60 2 2 0.33 0.33 0.33 36 '70 9272 03X T012 17.9 41.43 44.60 2 2 0.33 0.33 0.33 36 70 9173 03P T013 17.9 41.43 44.60 2 2 0.33 0.33 0.33 36 70 91

H04 HORIZ 2.00 X 2.00 X 0.1875 33 74 04P T02P 11.4 2.36 15.47 2 2 1.00 1.00 1.00 222 222 347 L/R > 22575 04X T02? 11.4 2.36 15.47 2 2 1.00 1.00 1.00 222 222 347 L/R > 22576 04X T02Y 11.4 2.36 15.47 2 2 1.00 1.00 1.00 222 222 347 L/R > 22577 04P T02Y 11.4 2.36 15.47 2 2 1.00 1.00 1.00 222 222 347 L/R > 225

001 HNGR R 3.00 X 2.00 X 0.3125 42 78 01P S025 19.6 2.13 33.45 2 2 1.00 1.00 1.00 248 414 543 L/R > 225_79 O1X 5021 19.6 2.13 33.45 2 2 1.00 1.00 1.00 248 414 543 L/R > 22580 DIX 5022 19.6 2.13 33.45 2 2 1.00 1.00 1.00 248 414 543 L/R > 22581 DIP S023 19.6 2.13 33.45 2 2 1.00 1.00 1.00 248 414 543 L/R > 225

D02 33GR_R 3.00 X 2.00 X 0.3125 42 82 02P 5065 23.4 1.52 33.45 2 2 1.00 1.00 1.00 296 495 650 L/R > 22583 02X S061 23.4 1.52 33.45 2 2 1.00 1.00 1.00 296 495 650 L/R > 22584 02X S062 23.4 1.52 33.45 2 2 1.00 1.00 1.00 296 495 650 L/R > 22585 02P S063 23.4 1.52 33.45 2 2 1.00 1.OD 1.00 296 495 650 L/R > 225

D03 H19GR R 3.00 X 2.00 X 0.3125 42 86 03P TO2P 21.7 1.75 33.45 2 2 1.00 1.00 1.00 275 460 604 LIR > 225_87 03X T02P 21.7 1.75 33.45 2 2 1.00 1.00 1.00 275 460 604 L/R > 22588 03X T02Y 21.7 1.75 33.45 2 2 1.00 1.00 1.00 275 460 604 L/R > 22589 03P T02Y 21.7 1.75 33.45 2 2 1.00 1.00 1.00 275 460 604 L/R > 225

D04 STRUT 2.00 X 2.00 X 0.1875 33 90 04P TO1P 10.4 9.06 15.47 2 2 0.50 0.50 0.50 102 102 15991 04X Toll 10.4 9.06 15.47 2 2 0.50 0.50 0.50 102 102 15992 04X T012 10.4 9.06 15.47 2 2 0.50 0.50 0.56 102 102 15993 04P T013 10.4 9.06 15.47 2 2 0.50 0.50 0.50 102 102 159

LiA LEG -R 6.00 x 6.00 X 0.4375 42 94 B01P B02S 12.2 156.10 156.10 1 1 0.50 0.50 0.50 39 39 6295 B011 B021 12.2 156.10 156.10 1 1 0.50 0.50 0.50 39 39 6296 B012 B022 12.2 156.10 156.10 1 1 0.50 0.50 D.50 39 39 6297 B013 B023 12.2 156.10 156.10 1 1 0.50 0.50 0.50 39 39 62

LiB LEG P. 6.00 X 6.00 X 0.4375 42 98 B02S BD3S 12.2 156.10 156.10 1 1 0.50 0.50 0.50 39 39 62-99 B021 B031 12.2 156.10 156.10 1 1 0.50 0.50 0.50 39 39 62

100 3022 B032 12.2 156.10 156.10 1 1 0.50 0.50 0.50 39 39 62101 B023 B033 12.2 156.10 156.10 1 1 0.50 0.50 0.50 39 39 62

L1C RLEG 6.00 X 6.00 X 0.4375 42 102 B03S B04S 12.2 156.10 156.10 1 1 0.50 0.50 0.50 39 39 62_103 B031 B041 12.2 156.10 156.10 1 1 0.50 0.50 0.50 39 39 62104 B032 B042 12.2 156.10 156.10 1 1 0.50 0.50 0.50 39 39 62105 B033 B043 12.2 156.10 156.10 1 1 0.50 0.50 0.50 39 39 62

L10 LEG R 6.00 X 6.00 X 0.4375 42 106 B04S BO5S 6.1 156.10 156.10 1 1 1.00 1.00 1.00 39 39 62-107 B041 B051 6.1 156.10 156.10 1 1 1.00 1.00 1.00 39 39 62108 3042 B052 6.1 156.10 156.10 1 1 1.00 1.00 1.00 39 39 62109 B043 B053 6.1 156.10 156.10 1 1 1.00 1.00 1.00 39 39 62

LIS LEG_R 6.00 X 6.00 X 0.4375 42 110 8055 806S 5.4 156.10 156.10 1 1 1.00 1.00 1.00 35 35 55111 B051 B061 5.4 156.10 156.10 I 1 1.00 1.00 1.00 35 35 55112 B052 B062 5.4 156.10 156.10 1 1 1.00 1.00 1.00 35 35 55113 B053 B063 5.4 156.10 156.10 1 1 1.00 1.00 1.00 35 35 55

LiF LEG -R 6.00 X 6.00 X 0.4375 42 114 B065 801P 5.4 156.10 156.10 I 1 1.00 1.00 1.00 35 35 55115 B061 soil 5.4 156.10 156.10 I 1 1.00 1.00 1.00 35 35 55116 B062 S012 5.4 156.10 156.10 1 1 1.00 1.00 1.00 35 35 55117 B063 5013 5.4 156.10 156.10 1 1 1.00 1.00 1.00 35 35 55

L1G LEG 6.00 X 6.00 X 0.3125 42 118 S012 S02S 5.0 109.26 117.21 I 1 1.00 1.00 1.00 32 32 50119 Soil S021 5.0 109.26 117.21 1 1 1.00 1.00 1.00 32 32 50120 S012 S022 5.0 109.26 117.21 1 1 1.00 1.00 1.00 32 32 50


121 S013 5023 5.0 109.26 117.21 1 1 1.00 1.00 1.00 32 32 50L1H LEG 6.00 X 6.00 X 0.3125 42 122 S02S S03S 66.0 105.62 117.21 1 1 1.00 1.00 1.00 38 38 60

123 S021 S031 6.0 105.62 117.21 1 1 1.00 1.00 1.00 38 38 60124 S022 5032 6.0 105.62 117.21 1 1 1.00 1.00 1.00 38 38 60125 5023 S033 6.0 105.62 117.21 1 1 1.00 1.00 1.00 38 38 60

L2A LEG 5.00 X 5.00 X 0.3125 42 126 S03S S04S 6.0 98.15 91.17 1 1 1.00 1.00 1.00 46 46 72127 S031 S041 6.0 98.15 91.17 1 1 1.00 1.00 1.00 46 46 72128 S032 5042 6.0 98.15 91.17 1 1 1.00 1.00 1.00 46 46 72129 S033 $043 6.0 98.15 91.17 1 1 1.00 1.00 1.D0 46 46 72

L28 LEG 5.00 X 5.00 X 0.3125 42 130 SO4S S05S 6.0 98.15 91.17 1 1 1.00 1.00 1.00 46 46 72131 5041 S051 6.0 98.15 91.17 1 1 1.00 1.00 1.00 46 46 72132 S042 S052 6.0 98.15 91,17 1 1 1.00 1.00 1.00 46 46 72133 S043 5053 6.0 98.15 91.17 1 1 1.00 1.00 1.00 46 46 72

L2C LEG 5.00 X 5.00 X 0.3125 42 134 SD5S S06S 5.0 104.79 91.17 1 1 1.00 1.00 1.00 38 38 60135 5051 S061 5.0 104.79 91.17 1 1 1.00 1.00 1.D0 38 38 60136 S052 $062 5.0 104.79 91.17 1 1 1.00 1.00 1.00 38 38 60137 S053 5063 5.0 104.79 91.17 I 1 1.00 1.00 1.00 38 38 60

L3A LEG 3.50 X 3.50 X 0.2500 42 138 S06S S07S 6.0 42.95 42.10 I 1 1.00 1.00 1.00 66 66 104139 S061 $071 6.0 42.95 42.10 1 1 1.00 1.00 1.00 66 66 104140 5062 S072 6.0 42.95 42.10 1 1 1.00 1.00 1.00 66 66 104141 5063 5073 6.0 42.95 42.10 1 1 1.00 1.00 1-OD 66 66 IN

L38 LEG 3.50 x 3.50 X 0.2500 42 142 S07S $085 6.0 42.95 42.10 1 1 1.00 1.00 1.00 66 66 104143 S071 S081 6.0 42.95 42.10 1 1 1.00 1.00 1.00 66 66 104144 5072 S082 6.0 42.95 42.10 I 1 1.00 1.00 1.00 66 66 104145 S073 5083 6.0 42.95 42.10 1 1 1.00 1.00 1.00 66 66 104

L3C LEG 3.50 X 3.50 X 0.2500 42 146 SOBS TOLP 6.0 42.95 42.10 1 1 1.00 1.00 1.00 66 66 104147 5081 TOII 6.0 42.95 42.10 1 1 1.00 1.00 1.OD 66 66 104148 5082 T012 6.0 42.95 42.10 1 1 1.00 1.00 1.00 66 66 104149 S083 T013 6.0 42.95 42.10 1 1 1.00 1.00 1.00 66 66 104

L3D LEG 3.50 X 3.50 X 0.2500 42 150 T019 T02P 6.7 35.95 42.10 1 1 1.00 1.00 1.00 74 74 116151 TO11 T029 6.7 35.95 42.10 1 1 1.00 1.00 1.00 74 74 116152 T012 T02Y 6.7 35.95 42.10 1 1 1.00 1.00 1.00 74 74 116153 T013 T02Y 6.7 35.95 42.10 1 1 1.00 1.00 1.00 74 74 116

DLA DIAG 2.00 X 2.00 X D.1B75 33 154 MiAS B02S 14.7 5.10 15.47 2 2 0.50 0.50 0.50 143 143 224 L/R < 300155 M1AS 8021 14.7 5.10 15.47 2 2 0.50 0.50 0.50 143 143 224 L/R < 300156 M1AY B022 14.7 5.10 15.47 2 2 0.50 0.50 0.50 143 143 224 L/R < 300157 M1AY B023 14.7 5.10 15.47 2 2 0.50 0.50 0.50 143 143 224 L/R < 300158 MISS B02S 14.7 5.10 15.47 2 2 0.50 0.50 0.50 143 143 224 L/R < 300159 M18X B021 14.7 5.10 15.47 2 2 0.50 0.50 0.50 143 143 224 L/R < 300160 M1BX 8022 14.7 5.10 15.47 2 2 0.50 0.50 0.50 143 143 224 L/R < 300161 M1B5 3023 14.7 5.1D 15.47 2 2 0.5D 0.50 0.50 143 143 224 L/R < 300

02A DIAL 2.50 X 2.50 X 0.1875 33 162 B025 B033 19.4 5.96 15.47 2 2 0.50 0.50 0.50 150 150 236 L/R < 300163 B021 B032 19.4 5.96 15.47 2 2 0.50 0.50 0.50 150 150 236 L/R < 300164 B022 B031 19.4 5.96 15.47 2 2 0.50 0.50 0.50 150 150 236 L/R < 300165 B023 8035 19.4 5.96 15.47 2 2 0.50 0.50 0.50 150 150 236 L/R < 300166 B02S 8031 19.4 5.96 15.47 2 2 0.50 0.50 0.50 150 150 236 L/R < 300167 B021 B03S 19.4 5.96 15.47 2 2 0.50 0.50 0.50 150 150 236 L/R < 30016B B022 8033 19.4 5.96 15.47 2 2 0.50 0.50 0.50 150 150 236 L/R < 300169 B023 8032 19.4 5.96 15.47 2 2 0.50 0.50 0.50 150 150 236 L/R < 300

D2B DIAG 2.50 X 2.50 X 0.1875 33 170 B03S B043 17.1 7.45 15.47 2 2 0.50 0.50 0.50 132 132 207 L/R < 300171 B031 B042 17 1 7 45 4715 2 2 0 50 0 50 0 50 132 132 207 L/R < 300172 B032 3041

.17.1

.7.45

.15.47 2 2

.0.50

.0.50

.0.50 132 132 207 L/R < 300

173 B033 B04S 17.1 7.45 15.47 2 2 0.50 0.50 0.50 132 132 207 L/R < 300174 B03S B041 17.1 7.45 15.47 2 2 0.50 0.50 0.50 132 132 207 L/R < 300175 B031 B045 17.1 7.45 15.47 2 2 0.50 0.50 0.50 132 132 207 L/R < 300176 B032 B043 17.1 7.45 15.47 2 2 0.50 0.50 0.50 132 132 207 L/R < 300


171 BD33 B042 17.1 7.45 15.47 2 2 0.50 0.50 0.50 132 132 201 L/R < 300018 DIAG 2.00 X 2.00 X 0.1875 33 178 B045 B053 11.4 7.88 1_5.47 2 2 0.75 0.50 0.50 166 111 173

179 B041 B052 11.4 7.88 15.47 2 2 0.75 0.50 0.50 166 lit 173180 B042 3051 11.4 7.88 15.47 2 2 0.75 0.50 0.50 166 111 173151 3043 B05S 11.4 7.88 15.47 2 2 0.75 0.50 0.50 166 111 173182 B04S B051 11.4 7.88 15.47 2 2 D.75 0.50 0.50 166 111 173183 BD41 B05S 11.4 7.88 15.47 2 2 0.75 0.50 0.50 166 111 173184 B042 B053 11.4 7.88 15.47 2 2 0.75 0.50 0.50 166 111 173185 B043 5052 11.4 7.88 15.47 2 2 0.75 0.50 0.50 166 111 173

D1C DIAG 2.00 X 2.00 X 0.1875 33 186 B05S B063 9.7 10.12 15.41 2 2 0.75 0.50 0.50 142 95 148187 BD51 B062 9.7 10.12 15.47 2 2 0.75 0.50 0.50 142 95 148188 B052 B061 9.7 10.12 15.47 2 2 0.75 0.50 0.50 142 95 148189 B053 BOGS 9.7 10.12 15.47 2 2 0.75 0.50 0.50 142 95 148190 B055 B061 9.7 10.12 15.47 2 2 0.75 0.50 0.50 142 95 148191 B051 B06S 9.7 10.12 15.47 2 2 0.75 0.50 0.50 142 95 148192 B052 B063 9.7 10.12 15.47 2 2 0.75 0.50 0.50 142 95 148193 9053 B062 9.7 10.12 15.47 2 2 0.75 0.50 0.50 142 95 148

DID DIAG 2.00 x 2.00 x 0.1875 33 194 B06S S013 8.6 12.29 15.47 2 2 0.75 0.50 0.50 126 84 131195 B061 S012 8.6 12.29 15.47 2 2 D.75 0.50 0.50 126 84 131196 B062 S011 8.6 12.29 15.47 2 2 0.75 0.50 0.50 126 84 131197 B063 SO1P 8.6 12.29 15.47 2 2 0.75 0.50 0.50 126 84 131198 BOGS Soil 8.6 12.29 15.47 2 2 0.75 0.50 0.50 126 84 131199 B061 S01P 8.6 12.29 15.47 2 2 0.75 0.50 0.50 126 84 131200 B062 5013 8.6 12.29 15.47 2 2 0.75 0.50 0.50 126 84 131201 8063 S012 8.6 12.29 15.47 2 2 0.75 0.50 0.50 126 84 131

D2C DIAG 2.50 X 2.50 X 0.1875 33 202 S01P 5023 7.8 21.01 22.96 2 2 0.75 0.50 0.50 90 60 95203 S011 5022 7.8 21.01 22.96 2 2 0.75 0.50 0.50 90 60 95204 S012 S021 7.8 21.01 22.96 2 2 0.75 0.50 0.50 90 60 95205 5013 S02S 7.8 21.01 22.96 2 2 0.75 0.50 0.50 90 60 95206 S01P S021 7.8 21.01 22.96 2 2 0.75 0.50 0.50 90 60 95207 5011 S02S 7.8 21.01 22.96 2 2 0.75 0.50 0.50 90 60 95208 S012 S023 7.8 21.01 22.96 2 2 0.75 0.50 0.50 90 60 95209 S013 S022 7.8 21.01 22.96 2 2 0.75 0.50 0.50 90 60 95

D3A DIAG 3.00 X 3.00 X 0.1875 42 210 S02S 5033 8.5 30.01 33.22 2 2 0.75 0.50 0.50 81 54 85211 3021 $032 8.5 30.01 33.22 2 2 0.75 0.50 0.50 81 54 85212 5022 5031 8.5 30.01 33.22 2 2 0.75 0.50 0.50 81 54 85213 S023 5035 8.5 30.01 33.22 2 2 0.75 0.50 0.50 81 54 85214 S02S S031 8.5 30.01 33.22 2 2 0.75 0.50 0.50 81 54 85215 5021 S03S 8.5 30.D1 33.22 2 2 0.75 0.50 0.50 81 54 85216 S022 S033 8.5 30.01 33.22 2 2 0.75 0.50 0.50 81 54 85217 5023 S032 8.5 30.01 33.22 2 2 0.75 0.50 0.50 81 54 85

038 DIAG 3.00 X 3.00 X 0.1875 42 218 S03S S043 8.5 30.01 33.22 2 2 0.75 0.50 0.50 81 54 85219 S031 5042 8.5 30.01 33.22 2 2 0.75 0.50 0.50 81 54 85220 5032 SD41 8.5 30.01 33.22 2 2 0.75 0.50 0.50 81 54 85221 S033 S04S 8.5 30.01 33.22 2 2 0.75 0.50 0.50 81 54 85222 S03S 5041 8.5 30.01 33.22 2 2 0.75 0.50 0.50 81 54 85223 S031 SO4S 8.5 30.01 33.22 2 2 0.75 0.50 0.50 81 54 85224 5032 S043 8.5 30.01 33.22 2 2 0.75 0.50 0.50 81 54 85225 S033 S042 8.5 30.01 33.22 2 2 0.75 0.50 0.50 81 54 85

D3C DIAG 3.00 X 3.00 X 0.1875 42 226 S04S 5053 8.5 30.01 33.22 2 2 0.75 0.50 0.50 81 54 65227 S041 S052 8.5 30.01 33.22 2 2 0.75 0.50 0.50 81 54 85228 5042 S051 8.5 30.01 33.22 2 2 0.75 0.50 0.50 81 54 85229 5043 S05S 8.5 30.01 33.22 2 2 0.75 0.50 0.50 81 54 85230 SO4S S051 8.5 30.01 33.22 2 2 0.75 0.50 0.50 81 54 85231 5041 S05S 8.5 30.01 33.22 2 2 0.75 0.50 0.50 81 54 85232 5042 S053 8.5 30.01 33.22 2 2 0.75 0.50 0.50 81 54 85


233 5043 5052 8.5 30.01 33.22 2 2 0.75 0.50 0.50 81 54 85018 DIAG 2.00 x 2.00 X 0.1875 33 234 SCSS 5063 7.8 13.83 17.26 2 2 0.75 0.30 0.50 114 76 119

235 S051 S062 7.8 13.83 17.26 2 2 0.75 0.50 0.50 114 76 11923,5 5052 S06` 7.8 13.83 17.26 2 2 0.75 C.50 0.50 114 76 1-19

237 S053 5065 7.8 13.83 17.26 2 2 0.75 0.50 0.50 114 76 119238 S05S $061 7.8 13.83 17.26 2 2 0.75 0.50 0.50 114 76 119239 S051 S06S 7.8 13.83 17.26 2 2 0.75 0.50 0.50 114 76 119240 5052 5063 7.8 13.83 17.26 2 2 0.75 0.50 0.50 114 76 119241 S053 5062 7.8 13.83 17.26 2 2 0.75 0.50 0.50 114 76 119

D4A DIAG 2.00 X 2.00 x 0.1875 42 242 S06S S073 8.5 12.59 21.97 2 2 0.75 0.50 0.50 124 83 129243 5061 S072 8.5 12.59 21.97 2 2 0.75 0.50 0.50 124 83 129244 S062 5071 8.5 12.59 21.97 2 2 0.75 0.50 0.50 124 83 129245 S063 S07S 8.5 12.59 21.97 2 2 0.75 0.50 0.50 124 83 129246 SO6S S071 8.5 12.59 21.97 2 2 0.75 0.50 0.50 124 83 129247 $061 S07S 8.5 12.59 21.97 2 2 0.75 0.50 0.50 124 83 129248 S062 5073 8.5 12.59 21.97 2 2 0.75 0.50 0.50 124 83 129249 5063 5072 8.5 12.59 21.97 2 2 0.75 0.50 0.50 124 83 129

048 DIAG 2.00 X 2.00 X 0.1875 42 250 S07S S083 8.5 12.59 21.97 2 2 0.75 0.50 0.50 124 83 129251 5071 5082 8.5 12.59 21.97 2 2 0.75 0.50 0.50 124 63 129252 SD72 SOB1 8.5 12.59 21.97 2 2 0.75 0.50 0.50 124 83 129253 S073 SOBS 8.5 12.59 21.97 2 2 0.75 0.50 0.50 124 83 129254 S07S SOSi 8.5 12.59 21.97 2 2 0.75 0.50 0.50 124 83 129255 5071 SOBS 8.5 12.59 21.97 2 2 0.75 0.50 0.50 124 83 129256 S072 5083 8.5 12.59 21.97 2 2 0.75 0.50 0.50 124 83 129257 5073 S082 8.5 12.59 21.97 2 2 0.75 0.50 0.50 124 83 129

D4C DIAG 2.00 X 2.00 X 0.1875 42 258 S08S T013 8.5 12.59 21.97 2 2 0.75 0.50 0.50 124 83 129259 SD81 T012 8.5 12.59 21.97 2 2 0.75 0.50 0.50 124 83 129260 S082 7011 8.5 12.59 21.97 2 2 0.75 0.50 0.50 124 83 129261 5083 TOIP 8.5 12.59 21.97 2 2 0.75 0.50 0.50 124 83 129262 SOBS Toll 8.5 12.59 21.97 2 2 0.75 0.50 0.50 124 83 129263 5081 T01P 8.5 12.59 21.97 2 2 0.75 0.50 0.50 124 83 129264 S082 7013 8.5 12.59 21.97 2 2 0.75 0.50 0.50 124 B3 129265 SD83 T012 8.5 12.59 21.97 2 2 0.75 0.50 0.50 124 83 129

LlN RLEG 6.00 X 6.00 X 0.4375 42 266 SB1S BD1P 25.4 156.10 156.10 1 1 0.25 0.25 0.25 41 41 64_267 Sall Boll 25.4 156.10 156.10 1 1 0.25 0.25 0.25 41 41 6426B SS12 B012 25.4 156.10 156.10 1 1 0.25 0.25 0.25 41 41 64269 SB13 B013 25.4 156.10 156.10 1 1 0.25 0.25 0.25 41 41 64

SDS SDIAG 2.00 X 2.00 X 0.1875 33 270 SBIS M13S 28.5 5.39 15.47 2 2 0.25 0.25 0.25 139 139 217 L/R < 300271 SB11 MIBX 28.5 5.39 15.47 2 2 0.25 0.25 0.25 139 139 217 L/R < 300272 SR12 M1BX 28.5 5.39 15.47 2 2 0.25 0.25 0.25 139 139 217 L/R < 300273 5813 M1BS 28.5 5.39 15.47 2 2 0.25 0.25 0.25 139 139 217 L/R < 300274 SKIS M1AS 28.5 5.39 15.47 2 2 0.25 0.25 0.25 139 139 217 L/R < 300275 5811 MIA5 28.5 5.39 15.47 2 2 0.25 0.25 0.25 139 139 217 L/R < 300276 SB12 M1AY 28.5 5.39 15.47 2 2 0.25 0.25 0.25 139 139 217 L/R < 300277 SB13 M1AY 28.5 5.39 15.47 2 2 0.25 0.25 0,25 139 139 217 LIR < 300

TOWER DEAD LOAD AND DRAG AREAS

JT. JT. UNFACTORED DRAG AREANO. LABEL DEAD LOAD X-AIR. Y-DIR.

(kip) (ft^2) (ft^2)-------------------------------------------

1 5012 0.235 11.512 6.7202 soil 0.235 11.512 6.7203 S012 0.235 11.512 6.7204 5013 0.235 11.512 6.720


5 801? 0.363 10.790 10.7906 8011 0.363 10.790 10.7907 B012 0.363 10.790 10.7908 8013 0.363 10.790 10.7909 T012 0.183 10.311 5.391

10 T011 0.183 10.311 5.39111 T012 0.183 10.311 5.39112 T013 0.183 10.311 5.39113 T02P 0.183 9.171 4.42714 T02Y 0.183 9_1171 4.42715 012 0.247 14.167 2.95816 01X D.247 14.167 2.95817 02P 0.398 17.139 2.95818 02X 0.398 17.139 2.95819 03P 0.250 14.216 3.17720 03X D.250 14.216 3.17721 04P 0.053 3.500 1.61822 04X 0.053 3.500 1.61823 B02S 0.368 13.663 13.66324 B021 0.368 13.663 13.66325 B022 0.368 13.663 13.66326 B023 0.368 13.663 13.66327 B03S 0.364 13.782 13.78228 B031 0.364 13.782 13.78229 B032 0.364 13.782 13.78230 B033 0.364 13.782 13.78231 8048 0.263 9.990 9.89032 2041 0.263 9.890 9.89033 B042 0.263 9.890 9.89034 B043 0.263 9.890 9.89035 8055 0.151 5.566 5.56636 B051 0.151 5.566 5.56637 B052 0.151 5.566 5.56638 B053 0.151 5.566 5.56639 B06S 0.138 5.113 5.11340 B061 0.138 5.113 5.11341 B062 0.138 5.113 5.11342 B063 0.138 5.113 5.11343 5025 0.179 8.811 6.62444 S021 0.179 8.811 6.62445 S022 0.179 8.811 6.62446 3023 0.179 8.611 6.62447 5035 0.131 6.371 6.37148 5031 0.131 6.371 6.37149 S032 0.131 6.371 6.37150 S033 0.131 6.371 6.37151 S04S 0.125 6.121 6.12152 5041 0.125 6.121 6.12153 S042 0.125 6.121 6.12154 S043 0.125 6.121 6.12155 5055 0.303 12.837 7.04556 5051 0.303 12.837 7.04557 S052 0.303 12.837 7.04558 5053 0.303 12.837 7.04559 5065 0.149 7.718 4.92060 5061 0.149 7.718 4.920


61 S062 0.149 7.718 4.92062 S063 0.149 7.718 4.92063 5075 0.076 4.164 4.16464 5071 0.076 4.164 4.16465 5072 0.0766 4.164 4.16466 SD73 0.076 4.164 4.16467 S08S 0.076 4.164 4.16468 S081 0.076 4.164 4.16469 5082 0.076 4.164 4.16470 5083 0.076 4.164 4.16471 M1AS 0.156 10.288 7.26372 MIAY 0.156 10.288 7.26373 M1BS 0.156 7.263 10.28874 M1BX 0.156 7.263 10.28875 M2AS 0.059 2.500 2.500'76 M2A1 0.059 2,500 2.50077 M2A2 0.059 2.500 2.50078 M2A3 0.059 2.500 2.50079 M3S 0.021 1.000 1.00080 SB1S 0.000 0.000 0.00081 SB11 0.000 0.000 0.00082 SB12 0.000 0.000 0.00083 5813 0.000 0.000 0.00084 51 0.000 0.000 0.00085 S2 0.000 0.000 D.00086 S3 0.000 0.000 0.00087 S4 0.000 0.000 0.00088 55 0.000 0.000 0.000B9 S6 0.000 0.000 0.000

TOTAL 15.563 685.740 517.670

*** VECTOR LOADS FROM FILE : C:\TRANSTOW\coned\k-47\X47-ANT.Ica

DEAD STRENGTH +----- WIND DESCRIPTION ---+ USELC LOAD REDUCT. +-FACT.PRESS.+ +-VELOCITY--+ FORNO. DESCRIPTION FACT. FACT. IRAN. LONG. TRAM. LONG.

(PSF) (PSF) (MPH) (MPH)--------------------------------------------------------------------------------

1 E (LOAD CASE A) 1.270 1.000 49.50 0.00 139 0 100000000012 F (LOAD CASE B) 1.000 1.000 30.00 0.00 108 0 100000000013 G (LOAD CASE C) 1.000 1.000 75.00 0.00 171 0 100000000014 B1 (LOAD CASE D 1.650 1.000 16.13 0.00 79 0 100000000015 H2 (LOAD CASE D 1.650 1.000 16.13 0.00 79 0 10000000001

Use for column definition proceeding from left to rightSteel towers and polesWood poles - Strength factor = 1

Wood poles - Strength factor = .65Wood poles - Strength factor = .25Concrete Poles - UltimateConcrete Poles- First crackConcrete Poles Zero tensionGuysArms

Braces


Insulators

---------- WIRE LOADS --------+ +---------- WIRE LGADS ON INSULATORS TRANSFERRED TO ----------

IN50L LOAD FORCE LOAD FORCE LOAD FORCE OR MOMENTNC. CFSCR=PTION TYPI POINT VZRT. TRANS. LONGIT. POINT VERT. TRANS. LONG=T. POINT VERT. TRANS. LONGIT.

(KIPS) (KIPS) (KIPS or FT-K)

1 E (LOAD CASE A) I Si 7.702 2.006 0.000 O1P 7.702 2.006 0.000I S2 7.702 2.006 0.000 01X 7.702 2.006 0.000I S3 7.702 2.006 0.000 02? 7.702 2.006 0.000I S4 7.702 2.006 0.000 02X 7.702 2.006 0.000I 55 7.702 2.006 0.000 03P 7.702 2.006 0.0001 56 7.702 2.006 0.000 03X 7.702 2.006 0.000C 042 1.111 0.550 0.000C 04X 1.111 0.550 D.000C TO1P 0.041 0.053 0.000C 508S 0.041 0.053 0.000C T012 0.041 0.053 0.000C S082 0.041 0.053 0.000C T013 0.041 0.053 0.000C 5083 0.109 0.091 0.000C S073 0.068 0.038 0.000C $063 0.063 0.035 0.000C S053 0.063 0.035 0.600C S043 0.068 0.038 0.000C 5033 0.068 0.038 0.000C S023 0.063 0.035 0.000C S013 0.059 0.025 0.000C B063 0.062 0.026 0.000C BD53 0.065 0.027 0.000C B043 0.103 0.043 0.000C B033 0.137 0.058 0.000C B023 0.137 0.058 0.000C B013 0.068 0.029 0.000

2 F (LOAD CASE B) I Si 7.920 2.173 0.000 O1P 7.920 2.173 0.000I S2 7.920 2.173 0.000 01X 7.920 2.173 0.000I S3 7.920 2.173 0.000 02P 7.920 2.173 0.000I S4 7.920 2.173 0.000 02X 7.920 2.173 0.000I S5 7.920 2.173 0.000 03P 7.920 2.173 0.000I S6 7.920 2.173 0.000 03X 7.920 2.173 0.000C 04P 1.542 0.724 0.000C 04X 1.542 0.724 0.000C T012 0.064 0.061 0.000C S08S 0.064 0.061 0.000C T012 0.064 0.061 0.000C S082 0.064 0.061 0.000C T013 0.064 0.061 0.000C S083 0.199 0.165 0.000C S073 0.136 0.104 0.000C 5063 0.124 0.095 0.000C S053 0.124 0.095 0.000C S043 0.136 0.104 0.000C 5033 0.136 0.104 0.000C S023 0.124 0.095 0.000C 5013 0.118 0.069 0.000C B063 0.122 0.072 0.000


C B053 0.129 0.076 0.000C 6043 0.203 D.120 0.000C B033 0.271 0.160 0.000C B023 0.271 0.160 0.000

B013 0.130 C.080 0.0003 G (LOAD CASE C) Si 4.237 4.854 0.000 01P 4.237 4.854 0.000

I S2 4.237 4.854 0.000 01X 4.237 4.854 0.000I 53 4.237 4.854 0.000 02P 4.237 4.854 0.000I S4 4.237 4.854 0.006 02X 4.237 4.854 0.000I S5 4.237 4.854 0.000 03P 4.237 4.854 0.000I S6 4.237 4.854 0.000 03X 4.237 4.854 O.OODC 04? 0.414 0.728 0.000C 04X 0.414 0.728 0.000C TOlP 0.022 0.318 0.000C SOBS 0.022 0.318 0.000C T012 0.022 0.318 0.000C 5082 0.022 0.318 0.000C T013 0.022 0.318 0.000C S083 0.046 0.487 0.000C S073 0.024 0.169 0.000C S063 0.022 0.155 0.000C S053 0.022 0.155 0.006C S043 0.024 0.169 0.000C S033 0.024 0.169 0.000C 5023 0.022 0.155 0.000C S013 0.021 0.110 0.000C B063 0.021 0.114 0.000C B053 0.023 0.121 0.000C B043 0.036 0.191 0.000C B033 0.048 0.254 0.000C B023 0.048 0.254 0.000C B013 0.024 0.127 0.000

4 H1 (LOAD CASE D I SI 7.013 1.295 0.000 01P 7.011 1.295 O.OODI S2 7.011 1.295 0.000 Olx 7.011 1.295 0.000I S3 7.011 1.295 0.000 02P 7.011 1.295 0.000I S4 7.011 1.295 0.000 02X 7.011 1.295 0.000I S5 7.011 1.295 0.000 03P 7.011 1.295 0.000I 66 7.011 1.295 O.ODO 03X 7.011 1.295 0.000C 04P 0.362 0.097 3.780C 04x 0.725 0.194 0.000C T01P 0.022 0.031 0.000C SOBS 0.022 0.031 0.000C T012 0.022 0.031 0.000C 5082 0.022 0.031 0.000C T013 0.022 0.031 0.000C S063 0.046 0.054 0.000C $073 0.024 0.023 0.000C S063 0.022 0.021 0.000C S053 0.022 0.021 D.000C S043 0.024 0.023 0.000C S033 0.024 0.023 0.000C 5023 0.022 0.021 0.000C S013 0.021 0.015 0.000C B063 D.021 0.016 0.000C B053 0.023 0.017 0.000C B043 0.036 0.026 0.000


C B033 0.048 0.035 0.000C B023 0.048 0.035 0.000C 6013 0.024 0.017 0.000

H2 (LOAD CASE D 1 S1 7.01_ 1.295 0.000 O2P 7.011 1.295 0.000S2 7.C11 1.295 C.000 O1X 7.011 1.395 O.000

i S3 1.011 1.295 0.000 02P 7.011 1.295 0.000I 54 7.011 1.295 0.000 O2X 7.011 1.295 0.000I 55 7.011 1.295 0.000 O32 7.011 1.295 0.0001 S6 3.781 0.647 7.500 O3X 3.781 0.647 7.500C O4P 0.725 0.194 0.000C O4X 0.725 0.194 0.000C TO1? 0.022 0.031 0.000C S085 0.022 0.031 0.000C T012 0.022 0.031 0.000C S082 0.022 0.031 0.000C T013 0.022 0.031 0.000C S083 0.046 0.054 0.000C S073 0.024 0.023 0.000C 5063 0.022 0.021 0.000C S053 0.022 0.021 0.000C S043 0.024 0.023 0.000C 5033 0.024 0.023 0.000C 5023 0.022 0.021 0.000C 5013 0.021 0.015 0.000C B063 0.021 0.016 0.000C B053 0.023 0.017 0.000C B043 0.036 0.026 0.000C B033 0.048 0.035 0.000C B023 0.048 0.035 0.000C 6013 0.024 0.017 0.000

*** MEMBER FORCES FOR ALL LOADING CONDITIONS (kip)*** POSITIVE FOR TENSION-NEGATIVE FOR COMPRESSION

+--- GROUP ---+ MEM +LABEL DESC. NO. LC I LC 2 LC 3 LC 4 LC 5

Hot HORIZ 1 0.419 0.286 0.707 0.086 -0.0342 -0.497 -0.432 -0.774 -0.300 -0.1143 -0.480 -0.431 -0.679 -0.289 -0.3604 0.432 0.350 0.834 0.097 0.1625 -0.044 0.078 0.013 -0.085 -0.0236 -0.146 -0.069 -0.172 -0.084 -0.1547 -0.145 -0.063 -0.173 -0.146 -0.1128 -0.051 -0.133 -0.060 -0.087 -0.343

H02 MORIZ 9 -2.818 1.379 -4.380 2.080 -2.68210 -3.043 1.480 -5.280 0.347 -0.21611 1.639 1.815 3.202 3.396 -6.65712 -3.173 -2.909 -8.173 -0.975 -0.867

H03 HORIZ 13 1.491 0.876 1.192 1.604 3.13514 1.558 0.947 1.427 0.186 -0.33615 4.754 4.369 7.997 2.404 -6.99716 -2.372 -1.968 -6.015 -0.618 -0.786

H04 HORIZ 17 0.668 0.734 0.297 1.328 1.84518 D.685 0.786 0.341 0.100 -0.32519 3.265 3.020 5.573 1.899 -3.610


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17 1 67 0.92 142 1.93 116 1.54 26 0.45 26 0.4

18 1 71 0.92 150 2.03 123 1.64 28 0.45 28 0.4

19 1 111 1.52 236 3.13 194 2.64 44 0.65 44 0.6

20 1 148 2.02 315 4.23 258 3.44 59 0.85 59 0.8

21 1 148 2.02 315 4.23 258 3.44 59 0.85 59 0.8

22 1 74 1.02 157 2.13 129 1.74 30 0.45 30 0.4

*** SUSPEN INSULATOR RESULTS

SUSPEN LC RESULTANTNO. NO. FORCE USAGE

(LES) (pct)----------------------------

1 1 7959 53.12 8213 54.83 6443 43.04 7130 47.55 7130 47.5

2 1 7959 53.12 8213 54.83 6443 43.04 7130 47.55 7130 47.5


3 1 7959 53.12 8213 54.83 6443 43.04 7130 47.55 7:.30 47.5

4 1 7959 53.12 8213 54.83 6443 43.04 7130 47.55 7130 47.5

5 1 7959 53.12 8213 54.83 6443 43.04 7130 47.55 713D 47.5

6 1 7959 53.12 8213 54.83 6443 43.04 7130 47.55 8424 56.2

INSULATOR SUMMARY FOR ALL LOAD CASES

INSUL INSUL MAX LCTYPE NO. USAGE NO

(pct)-----------------------

CLAMP 1 50.6 4CLAMP 2 22.7 2CLAMP 3 0.0 1CLAMP 4 4.3 3CLAMP 5 4.3 3CLAMP 6 4.3 3CLAMP 7 4.3 3CLAMP 8 4.3 3CLAMP 9 6.5 3CLAMP 10 2.3 3CLAMP i1 2.1 3CLAMP 12 2.1 3CLAMP 13 2-3 3CLAMP 14 2.3 3CLAMP 15 2.1 3CLAMP 16 1.8 2CLAMP 17 1.9 2CLAMP 18 2.0 2CLAMP 19 3.1 2CLAMP 20 4.2 2CLAMP 21 4.2 2CLAMP 22 2.1 2SUSPEN 1 54.8 2SUSPEN 2 54.8 2SUSPEN 3 54.8 2SUSPEN 4 54.8 2SUSPEN 5 54.8 2SUSPEN 6 56.2 5


*** MAXIMUM MEMBER FORCES FOR EACH GROUP OVER SELECTED LOAD CASES

POS, FOR TENSIOF- NEG. FOR COMPRESSION - PRINTED CAPACITIES DO NOT INCLUDE EIA ALLOWABLE STRESS INCREASE FOR WIND LOAD CASES

CROJ1 -+ +-- !!7VN TN7NT FORCES --- +---MEMBER SIZE 6 MATERIAL--+ +--- DATA FOR COMPRESSION CAPACITY ---- ----- CONNECTION CAP. ----- h

MAX. BRACING RATIOS BOLTS NETLA3FL DMSC. COMP. LC TENS. LC TYP LONG SHORT THICK. FY LENG. x-X Y-Y Z-Z CN L/R CAP. USE N3 SHEAR BEAR. SECT. USE

(kip) (kip) (in) (in) (in) (ksi) (ft) (kip) (€} (kip) (kip) (kip) (1)------------------------------------------------------------------------------------------------------------------------------------

R01 HORIZ -0.77 G 0.83 G SAE 2.50 X 2.50 X0.1875 33.0 10.0 1.00 1.00 1.00 4 242 4.39 18 2 22.30 15.47 22.96 5H02 HORIZ -8.11 G 3.40 iii SAE 3.00 X 3.00 X0.1875 33.0 16.8 0.50 0.50 0.50 4 169 10.89 75 2 22.30 15.47 28.54 53H03 HORIZ -7.00 H2 8.00 G SAE 2.50 X 2.50 XO.1875 33.0 13.6 0.50 0.50 0.50 4 165 9.47 74 2 22.30 15.47 22.96 52H04 11OR.IZ -4.79 G 5.57 G SAE 2.00 X 2.00 X0.1875 33.0 11.4 1.00 1.00 1.00 5 347 2.36 104 2 22.30 15.47 17.26 36 NG

HS1A HORIZ -15.73 F 0.00 E SAU 6.00 x 3.50 X0.2500 42.0 6.0 1.00 1.00 1.00 3 93 39.86 71 2 22.30 29.53 80.82 71HS1B HORIZ -6.27 G 8.67 G SAU 2.50 X 2.00 XO.1875 42.0 6.0 1.DO 1.00 1.00 4 169 8.15 77 2 22.30 22.15 25.75 39

HS2 HORIZ 0.00 E 12.44 H2 SAD 2.00 X 1.50 X0.1875 42.0 6.0 1.00 1.00 1.00 4 224 3.55 0 2 22.30 22.15 18.56 67HS5A HORIZ -20.25 F 0.00 E SAU 6.00 X 4.00 X0.3750 42.0 6.0 1.00 1.00 1.00 3 82 91.76 45 4 44.60 88.59 116.97 45HS5B HORIZ 0.00 E 4.40 F SAU 2.50 X 2.00 X0.1875 42.0 6.0 1.00 1.00 1.00 4 169 8.15 0 2 22.30 22.15 25.75 20

HS6 HORIZ 0.00 E 15.98 F SAU 2.50 X 1.50 XO.1875 42.0 6.0 1.00 1.00 1.00 4 220 4.19 0 2 22.30 22.15 21.97 73HT1A HORIZ -18.79 H2 0.98 H2 SAU 6.00 X 3.50 X0.2500 42.0 6.0 1.00 1.00 1.00 3 93 39.86 84 2 22.30 29.53 80.82 84HT]B HORIZ 0.60 E 3.64 F SAD 2.50 X 2.00 X0.1875 42.0 6.0 1.00 1.00 1.00 4 169 8.15 0 2 22.30 22.15 25.75 16

HT2 HORIZ -4.63 F 0.00 E 55E 2.00 X 2.00 XO.1875 33.0 6.0 1.00 1.00 1.00 4 183 6.09 76 2 22.30 15.47 17.26 30HO1 HORIZ -17.39 B2 0.00 E SAU 6.00 X 3.50 X0.2500 42.0 16.9 0.33 0.33 0.33 2 96 40.69 78 2 22.30 29.53 80.82 78H02 HORIZ -21.42 H2 0.00 E SAU 6.00 X 4.00 XO.3750 42.0 22.9 0.33 0.33 0.33 2 103 85.38 48 4 44.60 88.59 116.97 4BH03 HORIZ -26.04 H2 10.99 H2 SAU 6.00 X 3.50 X0.2500 42.0 17.9 0.33 0.33 0.33 2 91 41.43 63 4 44.60 59.06 74.32 58H04 HORIZ 0.00 E 0.00 E SAE 3.50 X 3.50 XO.2500 33.0 0.0 0.00 0.00 0.00 0 0 0.00 0 2 0.00 0.00 0.00 0IB1 INTER -0.97 G 0.94 G SAU 2.50 X 2.00 XO.1875 33.0 7.1 1.00 1.00 1.00 4 199 5.87 16 2 22.30 15.47 20.23 6IB2 INTER -0.05 G 0.13 G SAE 2.00 x 2.00 x0.1875 33.0 7.1 1.00 1.00 1.00 4 215 4.38 1 2 22.30 15.47 17.26 1133 INTBR -0.05 F 0.10 G SAE 2.50 X 2.50 X0.1875 33.0 10.0 1.00 1.00 1.00 4 242 4.39 1 2 22.30 15.47 22.96 1IB4 INTBR -6.04 H2 5.47 H2 SAE 2.00 X 2.00 X0.1875 33.0 8.5 0.75 0.50 0.50 5 129 12.53 48 2 22.30 15.47 11.26 39DO1 HNGR 0.00 E 18.14 H2 SAU 3.00 X 2_00 x0.3125 42.0 19.6 1.00 1.00 1.00 5 543 2.13 0 3 33.45 55.37 47.07 54D02 HNGR 0.00 E 21.18 H2 SAD 3.00 X 2.00 XO.3125 42.0 23.4 1.00 1.00 1.00 5 650 1.52 0 3 33.45 55.37 47.07 63D03 HNGR 0.00 E 14.77 F SAU 3.00 x 2.00 XO.3125 42.0 21.7 1.00 1.00 1.00 5 604 1.75 0 3 33.45 55.37 47.07 44004 STRUT -5.56 H1 4.80 H1 SAE 2.00 x 2.00 XO.1875 33.0 10.4 0.50 0.50 0.50 5 159 9.06 61 2 22.30 15.47 17.26 36LIN LEGR -130.94 G 87.81 G SAE 6.00 X 6.00 XO.4375 42.0 25.4 0.25 0.25 0.25 1 64 180.46 84 14 156.10 361.76 161.99 84LLA LEG_R -130.47 G 88.19 G SAE 6.00 X 6.00 X0.4375 42.0 12.2 0.50 0.50 0.50 1 62 182.97 84 14 156.10 361.76 161.99 84LIB LEG_R -113.68 G 97.24 G SAE 6.00 X 6.00 X0.4375 42.0 12.2 0.50 0.50 0.50 1 62 182.97 73 14 156.10 361.76 151.99 73L1C LEG_R -110.26 G 93.02 G SAE 6.00 X 6.00 x0.4375 42.0 12.2 0.50 0.50 0.50 1 62 182.97 71 14 156.10 361.76 161.99 71LID LEG _R -113.42 G 95.84 G SAE 6.00 X 6.00 x0.4375 42.0 6.1 1.00 1.00 1.00 1 62 182.97 73 14 156.10 361.76 161.99 73LiE LEG R -115.10 G 97.27 G SAE 6.00 X 6.00 X0.4375 42.0 5.4 1.00 1.00 1.00 1 55 189.20 74 14 156.10 361.76 161.99 74LIP LEGR -111.76 G 95.20 G SAE 6.00 X 6.00 X0.4375 42.0 5.4 1.00 1.00 1.00 1 55 189.11 72 14 156.10 361.76 161.99 72L1G LEG -103.31 G 86.58 G SAE 6.00 X 6.00 xO.3125 42.0 5.0 1.00 1.00 1.00 1 50 109.26 95 14 156.10 258.40 117.21 74L1H LEG -86.34 G 73.96 G SAE 6.00 X 6.00 X0.3125 42.0 6.0 1.00 1.00 1.00 1 60 105.62 82 14 156.10 258.40 117.21 63L2A LEG -66.76 G 55.43 G SAE 5.00 X 5.00 XO.3125 42.0 6.0 1.00 1.00 1.00 1 72 98.15 68 10 111.50 184.57 91.17 61L28 LEG -49.50 G 38.25 G SAE 5.00 X 5.00 XO.3125 42.0 6.0 1.00 1.00 1.00 1 72 98.15 50 10 111.50 184.57 91.17 44L2C LEG -36.93 G 25.92 G SAE 5.00 X 5.00 X0.3125 42.0 5.0 1.00 1.00 1.00 1 60 104.79 35 10 111.50 184.57 91.17 33L3A LEG -25.25 H2 19.54 G SAE 3.50 X 3.50 XO.2500 42.0 6.0 1.00 1.00 1.00 1 104 42.95 59 10 111.50 147.66 42.10 46L3B LEG -19.61 H2 10.62 G SAE 3.50 X 3.50 XO.2500 42.0 6.0 1.00 1.00 1.00 1 104 42.95 46 10 111.50 147.66 42.10 25L3C LEG -12.10 H2 4.04 H2 SAE 3.50 X 3.50 X0.2500 42.0 6.0 1.00 1.00 1.00 1 104 42.95 28 8 89.20 118.12 42.10 14L3D LEG -10.09 H2 4.75 H2 SAE 3.50 X 3.50 XO.2500 42.0 6.7 1.00 1.00 1.00 1 116 35.95 28 8 89.20 118.12 42.10 11SDS 3DIAG -5.03 E 17.35 G SAE 2.00 X 2.00 X0.1875 33.0 28.5 0.25 0.25 0.25 5 217 5.39 93 2 22.30 15.47 17.26 112 NGD1A DTAG -4.14 E 13.55 G SAE 2.00 X 2.00 X0.1815 33.0 14.7 0.50 0.50 0.50 5 224 5.10 81 2 22.30 15.47 17.26 B802A DIAL -5.84 E 7.93 132 SAE 2.50 X 2.50 X0.1875 33.0 19.4 0.50 0.50 0.50 5 236 5.96 98 2 22.30 15.47 22.96 51028 DIAG -6.88 E 11.26 H2 SAE 2.50 X 2.50 X0.1875 33.0 17.1 0.50 0.50 0.50 5 207 7.45 92 2 22.30 15.47 22.96 73D18 DIAL -7.00 H2 5.45 H2 SAE 2.00 X 2.00 X0.1875 33.0 11.4 0.75 0.50 0.50 5 173 7.88 89 2 22.30 15.47 17.26 45D1C DIAL -6.71 H2 7.97 H2 SAE 2.00 X 2.00 X0.1875 33.0 9.7 0.75 0.50 0.50 5 148 10.12 66 2 22.30 15.47 17.26 52DID DIAG -10.03 H2 7.93 H2 SAE 2.OD X 2.00 XO.1875 33.0 8.6 0.75 0.50 0.50 5 131 12.29 82 2 22.30 15.47 17.26 65

KM Consulting Engineers Page 24133

D2C DIAG -11.65 G 13.53 G SAE 2.50 X 2.50 X0.1875 33.0 7.8 0.75 0.50 0.50 2 95 21.01 55 3 33.45 23.20 22.96 5903A DIAL -12.74 14,26 G SAE 3.CC X 3.00 X0.1675 42.0 8.5 0.75 0.50 0.50 2 85 30,01 42 3 33.45 33.22 36.33 43038 DIAL -13.02 G 12.35 G SAE 3.00 X 3.00 X0.1875 42.0 6.5 0.75 0.50 0.50 2 85 30.01 43 3 33.45 33.22 36.33 39020 D=P G -12.45 H2 11.84 -.AE 3.00 :. 3.03 x4.1615 " 2.C 8.5 3.75 0.50 0.50 7 30.01 41 33.45 33-22 36.33 37CIE DIA. -11.:8 !12 .1.5 G 5t1 2.00 2.00 Y.'0.1575 33.0 7.8 0.75 0 5C 0.50 2 115 13.83 87 3 33.45 23.20 17.26 52D4A DIAL -12.12 H2 11.01 N2 SAE 2.00 Y. 2.00 xO.18±5 42.0 9.5 0.75 0.50 0.50 5 129 12.59 96 3 33.45 33.22 21.97 50043 DIAG -10.993 H2 11.95 H2 SAE 2,00 X 2.00 X4.1875 42.0 8.5 0.75 0.50 0.50 5 129 12.59 87 3 33.45 33.22 21.97 5404C DIAL -11.85 1i2 10.99 32 SAE 2.00 X 2.00 x0.1675 42.0 8.5 0.75 0.50 0.50 5 129 12.59 94 3 33.45 33.22 21.97 50

*** FOUNDATION LOADS {kip)

LC +- JT NO. 80 LABEL SB1S -+ +- JT NO. 81 LABEL SB11 -+ +- JT NO. 82 LABEL S312 -+ +- JT NO. 83 LABEL 5813 -+LC X-DIR Y-DIR Z-DIR X-DIR Y-DIR Z-AIR X-DIR Y-DIR Z-DIR X--DIR Y-DIR Z-DIR

E 10.329 10.255 -77.707 -6.761 9.334 43.163 6.865 9.659 43.449 -10.434 10.348 -78.438F 9.155 10.568 -67.831 -5.555 4.921 33.865 5.717 5.275 35.414 -9.317 11.057 -70.161G 16.829 16.617 -126.855 -16.894 19.387 105.801 17.224 20.801 107.441 -17.159 16.820 -128.71551 8.600 8.178 -53.772 -1.049 -0.552 0.625 2.147 3.359 19.222 -5.918 5.924 -35.421H2 4.873 8.337 -63.099 1.378 3,309 -5.241 4.627 2.428 26.574 -3.376 2.284 -24.711

*** LOAD CASE NO. 1 E (LOAD CASE A) - Number of iterations in SAPS = 10*** JOINT LOADS AND MEMBER FORCES ON JOINTS

JT. JT. EXTERNAL LOADS ON JOINTS (kip)NO. LABEL X-DIR Y-DIR Z-DIR

MEMBER FORCES ON JOINTS (kip)X-DIR Y-DIR 2-DIR

JOINT DISPLACEMENTS (ft)X-DIR Y-DIR Z-DIR

1 5012 0.000 0.333 -0.298 0.000 -0.333 0.298 0.000594 0.140426 -0.0211972 8011 0.000 0.333 -0.298 -0.000 -0.333 0.298 0.000252 0.141849 0.0002483 S012 0.000 0.333 -0.298 0.000 -0.333 0.298 -0.001330 0.143152 -0.0000274 S013 0.000 0.358 -0.357 0.000 -0.358 0.357 0.000900 0.141728 -0.0214785 BO1P 0.000 0.534 -0.461 -0.000 -0.534 0.461 0.003790 0.050678 -0.0067746 Boll 0.000 0.534 -0.461 0.000 -0.534 0.461 0.000207 0.050714 -0.0010097 B012 0.000 0.534 -0.461 -0.000 -0.534 0.461 0.000319 0.054118 -0.0016378 B013 0.000 0.563 -0.530 -0.000 -0.563 0.530 0.003831 0.054092 -0.0074729 T01P 0.000 0.320 -0.274 0.000 -0.320 0.274 -0.001205 0.431968 -0.038560

10 T011 0.000 0.267 -0.233 0.000 -0.267 0.233 -0.002713 0.433245 0.00566111 T012 0.000 0.320 -0.274 0.000 -0.320 0.274 -0.003605 0.434796 0.00528012 T013 0.000 0.320 -0.274 0.000 -0.320 0.274 -0.002041 0.433517 -0.03892513 T02P 0.000 0.219 -0.232 0.000 -0.219 0.232 -0.003396 0.477117 -0.01704514 T02Y 0.000 0.219 -0.232 0.000 -0.219 0.232 -0.002117 0.478659 -0.01741615 O1P 0.000 2.152 -8.016 -0.000 -2.152 8.016 0.004849 D.136597 -0.15922116 O1X 0.000 2.152 -8.016 0,000 -2.152 8.016 -0.004631 0.147285 0.02705017 02P 0.000 2.152 -8.208 -0.000 -2.152 8.208 0.005197 0.261686 -0.26638018 02X 0.000 2.152 -8.208 0.000 -2.152 8.208 -0.007294 0.272616 0.07397819 03? 0.000 2.163 -8.020 -0.000 -2.163 8.020 0.002938 0.428342 -0.21178520 03X 0.000 2.163 -8.020 0.000 -2.163 8.020 -0.007728 0.438409 0.09264921 04P 0.000 0.630 -1.178 -0.000 -0.630 1.178 0.000084 0.478394 -0.10121922 04X 0.000 0.630 -1.178 0.000 -0.630 1.178 -0.005595 0.477726 0.06219423 002S 0.000 0.676 -0.467 -0.000 -0.676 0.467 0.003679 0.061771 -0.01197724 B021 0.000 0.676 -D.467 -0.000 -0.676 0.467 -0.000739 0.063282 -0.00000925 B022 0.000 0.676 -0.467 -0.000 -0_676 0.467 0.000957 0.066366 -0.00060126 B023 0.000 0.734 -0.604 -0.000 -0.734 0.604 0.002696 0.064736 -0.01262627 8035 0.000 0.682 -0.462 -0.000 -0.682 0.462 0.003734 0.076187 -0.01581828 B031 0.000 0.682 -0.462 0.000 -0.682 0.462 -0.000666 0.075420 0.00161129 B032 0.000 0.662 -0.462 0.000 -0.682 0.462 0.000573 0.077952 0.001111


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*** JOINT LOADS AND MEMBER FORCES ON JOINTS

OT.N;O.

JT. EXTERNAL LOADS ON JOINTS (kip,T_:ABEL T-DIP, Y-DIF Z-DI5

MEMBER FORCES ON JOINTS (kip;N-DIN Y-DIP. Z-DIRR

JOINT DISPLACEMENTS (ft)X- IR Y-JIR 7-DIP,

1 S0_P 0.000 0.202 -0.235 -0.000 -0.202 0.225 0.005220 0.109925 _0.0194982 5011 0.000 0.202 -0.235 -0.000 -0.202 0.235 0.001579 0.111376 0.0026453 S012 0.000 0.202 -0.235 -0.000 -0.202 0.235 0.000051 0.115840 0.0018154 S013 0.000 0.271 -0.352 -0.000 -0.271 0.352 0.005446 0.114385 -0.0209605 BO1P 0.000 0.324 -0.363 0.000 -0.324 0.363 0.001027 0.008572 -0.0101216 8011 0.000 0.324 -0.363 -0.000 -0.324 0.363 -0.000204 0.008633 0.0042477 8012 0.000 0.324 -0.363 -0.000 -0,324 0.363 -0.000153 0.010019 0.0043418 B013 0.000 D.404 -0.499 0.000 -0.404 0.499 0.001061 0.009982 -0.0106579 T01P 0.000 0.223 -0.247 -0.000 -0.223 0.247 -0.003558 0.401601 -0.036586

10 TO11 0.000 0.162 -0.183 -0.000 -0.162 0.183 -0.008448 0.402922 0.00756011 T012 0.000 0.223 -0.247 -0.000 -0.223 0.247 -0.009381 0.407860 0.00621312 T013 0.000 0.223 -0.247 -0.000 -0.223 0.247 -0.004430 0.406534 -0.03792313 T02P 0.000 0.133 -0.183 -0.000 -0.133 0.183 -0.008453 0.446735 -0.01509714 T02Y 0.000 0.133 -0.183 -0.000 -0.133 0.183 -0.007106 0.451656 -0.01644715 01P 0.000 2.262 -8.167 0.000 -2.262 8.167 0.019549 0.107580 -0.16058216 01X 0.000 2.262 -8.167 -0.000 -2.262 8.167 -0.013378 0.118491 0.02954217 02? 0.000 2.262 -8.318 0.000 -2.262 8.318 0.019113 0.233460 -0.26532318 02X 0.000 2.262 -8.318 -0.000 -2.262 8.318 -0.022118 0.244532 0.07378119 o3P 0.000 2.268 -8.170 0.000 -2.268 8.170 0.010544 0.399595 -0.21098620 03X 0.000 2.268 -8.170 -0.000 -2.268 8.170 -0.023474 0.409870 0.09305821 04P 0.000 0.773 -1.595 -0.000 -0.773 1.595 0.001281 0.449910 -0.10032622 04X 0.000 0.773 -1.595 -0.000 -0.773 1.595 -0.016833 0.448903 0.06303323 B02S 0.000 0.410 -0.368 0.000 -0.410 0.368 0.020569 0.023467 -0.01100724 B021 0.000 0.410 -0.368 -0.000 -0.410 0.368 -0.000627 0.022751 0.00494225 B022 0.000 0.410 -0.368 -0.000 -0.410 0.368 0.000927 0.025126 0.00492626 B023 0.000 0.570 -0.639 0.000 -0.570 0.639 0.019600 0.025893 -0.01667227 B03S 0.000 0.413 -0.364 0.000 -0.413 0.364 0.017029 0.039946 -0.01456026 B031 0.000 0.413 -0.364 -0.000 -0.413 0.364 -0.000074 0.039514 0.00545129 B032 0.000 0.413 -0.364 -0.000 -0.413 0.364 0.000954 0.042623 0.00527930 B033 0.000 0.573 -0.635 0.000 -0.573 0.635 0.014748 0.043089 -0.01914031 B04S 0.000 0.297 -0.263 -0.000 -0.297 0.263 0.012186 0.062917 -0.01727732 B041 0.000 0.297 -0.263 -0.000 -0.297 0.263 0.000296 0.062578 0.00507333 B042 0.000 0.297 -0.263 -0.000 -0.297 0.263 0.001128 0.066427 0.00466634 3043 0.000 0.417 -0.467 -0.000 -0.417 0.467 0.010664 0.066790 -0.02061735 305S 0.000 0.167 -0.151 0.000 -0.167 0.151 0.009858 0.077520 -0.01833636 B051 0.000 0.167 -0.151 0.000 -0.167 0.151 0.000566 0.077360 0.00451037 8052 0.000 0.167 -0.151 0.000 -0.167 0.151 0.001069 0.081557 0.00395536 B053 0.000 0.243 -0.280 0.000 -0.243 0.280 0.008567 0.081734 -0.02102239 BOGS 0.000 0.153 -0.138 0.000 -0.153 0.138 0.008529 0.093190 -0.01888540 8061 0.000 0.153 -0.138 0.000 -0.153 0.138 -0.000063 0.092206 0.00370541 BO62 0.000 0.153 -0.138 0.000 -0.153 0.138 0.001786 0.096606 0.00301242 B063 0.000 0.225 -0.260 0.000 -0.225 0.260 0.005965 0.097632 -0.02096943 S02S 0.000 0.199 -0.179 0.000 -0.199 0.179 0.005397 0.135065 -0.02237344 S021 0.000 0.199 -0.179 0.000 -0.199 0.179 -0.002253 0.131137 0.00405745 $022 0.000 0.199 -0.179 0.000 -0.199 0.179 0.002205 0.135853 0.00305346 S023 0.000 0.294 -0.304 0.000 -0.294 0.304 0.003104 0.139801 -0.02373947 S035 0.000 0.191 -0.131 0.000 -0.191 0.131 0.004500 0.163024 -0.02519748 S031 0.000 0.191 -0.131 0.000 -0.191 0.131 -0.000946 0.164787 0.00551649 S032 0.000 0.191 -0.131 0.000 -0.191 0.131 -0.001434 0.169703 0.00436150 5033 0.000 0.295 -0.267 0.000 -0.295 0.267 0.001613 0.167998 -0.02647951 SO4S 0.000 0.184 -0.125 0.000 -0.184 0.125 0.003292 0.199956 -0.027973


52 S041 0.000 0.184 -0.125 0.000 -0.184 0.125 -0.003759 0.197545 0.00672953 5042 0.000 0.184 -0.125 0.000 -0.184 0.125 -0.001214 0.202454 0.00546254 5043 0.000 0.288 -0.260 0.000 -0.288 0.260 0.000579 0.204929 -0.02921055 5050 0.000 0.211 -0.303 -0.000 -0.211 0.303 0.001392 0.236244 -0.3301699

55 0051. 0 000 0.211. -0.303 -0.0:00 -0.211 0.303 -C.00302P 0.237524 C.00734457 S052 0.000 0.211 -0.303 -0.000 -0.211 0.303 -0.004378 0.242342 0.00603738 5353 0.000 0.307 -0.428 -0.000 -0.307 0.428 0.00026; 0.241065 0.03141959 506S 0.000 0.146 -0.149 0.000 -0.148 0.149 -0.00066-+1 0.272552 -0.03171460 S061 0.000 0.148 -0.149 0.000 -0.148 0.149 -0.006780 0.268054 0.00753361 5062 0.000 0.148 -0.149 0.000 -0.148 0.149 -0.003089 0.272902 0.00622662 5053 0.000 0.243 -0.273 0.000 -0.243 0.273 0.000301 0.217410 -0.03299663 S078 0.000 0.125 -0.076 0.000 -0.125 0.076 0.000485 0.311321 -0.03381264 5071 0.000 0.125 -0.076 0.000 -0.125 0.076 -0.005521 0.313830 0.00803065 S072 0.000 0.125 -0.076 0.000 -0.125 0.076 -0.006954 0.318721 0.00670166 S073 0.000 0.229 -0.212 0.000 -0.229 0.212 -0.003360 0.316304 -0.03513767 S08S 0.000 0.186 -0.140 0.000 -0.186 0.140 -0.002651 0.358309 -0.03548268 S081 0.000 0.125 -0.076 0.000 -0.125 0.076 -0.008068 0.355512 0.00805569 S082 0.000 0.186 -0.140 0.000 -0.186 0.140 -0.007070 0.360485 0.00669770 S083 0.000 0.290 -0.275 0.000 -0.290 0.275 -0.002770 0.363285 -0.03682071 M1AS 0.000 0.218 -0.156 0.000 -0.218 0.156 0,000383 0.008465 -0.00257372 M1AY 0.000 0.218 -0.156 0.000 -0.218 0.156 0.000462 0.009851 -0.00276773 MiBS 0.000 0.309 -0.156 0.000 -0.309 0.156 0.001003 0.009309 0.00094174 M1BX 0.000 0.309 -0.156 -0.000 -0.309 0.156 -0.000177 0.009435 0.00342275 M2AS 0.000 0.075 -0.059 0.000 -0.075 0.059 0.000704 0.008922 -0.02081676 M2A1 0.000 0.075 -0.059 -0.000 -0.075 0.059 0.000134 0.008925 -0.01881177 M2A2 0.000 0.075 -0.059 -0.000 -0.075 0.059 0.000154 6.009658 -0.01921578 M2A3 0.000 0.075 -0.059 0.000 -0.075 0.059 0.000691 0.009650 -0.02383279 M3S 0.000 0.030 -0.021 -0.000 -0.030 0.021 0.003074 0.112445 -0.00945380 S31S 0.000 0.000 0.000 9.155 10.568 -67.831 0.000000 0.000000 0.00000081 S311 0.000 0.000 0.000 -5.555 4.921 33.865 0.000000 0.000000 0.00000082 SB12 0.000 0.000 0.000 5.717 5.275 35.414 0.000000 0.000000 0.00000083 SE13 0.000 0.000 0.000 -9.317 11.057 -70.161 0.000000 0.000000 0.000000

*** LOAD CASE NO. 3 G (LOAD CASE C) - Number of iterations in SAPS = 10*** JOINT LOADS AND MEMBER FORCES ON JOINTS

JT. JT. EXTERNAL LOADS ON JOINTS (kip) MEMBER FORCES ON JOINTS (kip) JOINT DISPLACEMENTS (ft)NO. LABEL X-DIR Y-DIR Z-DIR X-DIR Y-DIR Z-DIR X-DIR Y-DIR Z-DIR

1 5019 0.000 0.504 -0.235 -0.000 -0.504 0.235 0.002824 0.265712 -0.0308522 S011 0.000 0.504 -0.235 -0.000 -0.504 0.235 -0.000474 0.266660 0.0144123 5012 0.000 0.504 -0.235 0.000 -0.504 0.235 -0.002697 0.271956 0.0136164 5013 0.000 0.614 -0.256 -0.000 -0.614 0.256 0.004435 0.271006 -0.0316185 BO1P 0.000 0.809 -0.363 0.000 -0.809 0.363 0.014173 0.066942 -0-0120996 3011 0.000 0.809 -0.363 -0.000 -0.809 0.363 0.000339 0.066990 0.0065667 B012 0.000 0.809 -0.363 -0.000 -0.809 0.363 0.000476 0.080336 0.0044018 B013 0.000 0.936 -0.387 0.000 -0.936 0.387 0.014206 0.080370 -0.0144629 T01P 0.000 0.722 -0.205 0.000 -0.722 0.205 -0.001414 0.869249 -0.060694

10 T011 0.000 0.404 -0.183 -0.000 -0.404 0.183 -0.007850 0.870541 0.03048811 T012 0.000 0.722 -0.205 -0.000 -0.722 0.205 -0.008385 0.877120 0.02957612 T013 0.000 0.722 -0.205 -0.000 -0.722 0.205 -0.001800 0.875818 -0.06154513 T02P 0.000 0.332 -0.183 -0.000 -0.332 0.183 -0.006006 0.961469 -0.01604714 T02Y 0.000 0.332 -0.183 -0.000 -0.332 0.183 -0.005319 0.968014 -0.01692515 01P 0.000 5.076 -4.484 0.000 -5.076 4.484 0.020311 0.265741 -0.23357916 01X 0.000 5.076 -4.484 -0.000 -5.076 4.464 -0.018278 0.273168 0.15490017 02? 0.000 5.076 -4.635 0.000 -5.076 4.635 0.024091 0.524983 -0.409697


NO) si IN 01 of O N 1n G0 in N -1 N N Cfi ri f') (n v' M m O M M O in 10 M M M (N Nri N OD N 0) .--I M d' N O) O N to i-I C' tD M N M V' M OiNri ul V` -' N 1" N' M O M 10 to N M m N 0) O d' to ri 01 O N 1o O O M to to N' CD to Cu O) IT) N ri N Cn N N 0 O) of to CO O a' N CO ri V' M OV'ON v to WT) 0) m d' M in n M .•-) N In C' N O if) N N .0 in 0) M in N -1 -1 M 0) ri to w 61 O iD N m 1019 N V' M M a N 0 m 0 O) N M to

N' N M ill c) 0) C)) N rf in T N N 0) to N 0 0 in In r1 0 In w Î io m N in r) N H r'i ID In C' tD O N 19 0 N M N M 10 0 U) N 0) 0 0 01 N to M01 In N I)) In s o O N N '--1 .i N N '-I r-I M M .-1 .-i M M "( -i M M r-1 .-1 M V. Cl N V' r)' N N '0' If) N N In In N N 1l') to M N If) to M M u) rl rf NN M N ' 1 O C J O O o 0 0 0 P O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 tl O 0 0 9 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 O O

0 0 0 C) CJ 0 0 C) 0 0 0 0 0 QC) 0 0 0 0 0 0 0 0 0 0 0 0 0 C)C) 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O M0I I I I I I I I I I I I I I I I i I I 1 1 11 I I 1 I I F

M O m in C- v' N o r1 V' tD to N N H N 0) m NH\D M N O N V' M N N' W.-i CD In o .-1 .-i 7'W OMN V'N I' N in o to Cl) N U) N' m M N riN (14 ID Io O:N a' N N tD ON 1-i N M V'.-i Ol M rl C) M to In r- M N V' OD C% N .-I CT r1 N r( -I i' N In ,i R' In N Cu) N O N r-1 OMM N N In o3NN M (3) I5'' V' Cr) ri M to C) (A 01 rl rl '4'U) N to D) 0)N M ID O M a• OD N M tD MO to in In N ))N N to In In r- f"- N M'D m N tD M N ID 00]If) m (D M iC N v'N N.N' N' C' N' (3) 0) N N W m in In 0) IJ) to to M •Î P m to tD N ri m N M V I0 N M N N M 11 M M to rd m to If) N M ID OMM '-i N u) 10 U) 0) O O N N M M ID I•D N N in 131 0 0 N N (1) M rf --( I-I ri N N m m N' V U) In N N 0) M 0) 0) O O m m ON M N N CD OD to m NIo WID O) D)00`-t ri ri r-i rl rl.-i ri ri ri rl ci N N N N N N MM MM 1 M C Cc Nln ul to l!)NtD tO tD tD tD IDNNNN000

0 0 0 CD CJ C] 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C) 0 Q 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

V in ,i N t.: 1-- N O) ri iO Cl) O N CO in V' 6) O ri ri N M O ri M M In r- V' dl 0 .-t 09 0 V' M 10 M C% t0 0) U) (N O) N O t0 N N N O to O) In O NID MM (Y)O i) N I, O AD O N' D) o' N N' M N M O NW N N N to O O to M M to to N V' in m V' 6100) 0 O) N N N 0) V' M .-1 N O rI in NNCD )C If) I+I I'^ i'D C) r-. O N' o ri N M O M to w O N IS) N tD 0) r•I to N in M .-I O (V N to N N O V' In rI N M U) v' N N m m ri U) co tD C') IN M e-(NNN 10 f- CS N N r-I .-I N ri N CD N O In to N O V' N M O Cu) ID to r-t O N 0 V'tDr-i ri H c' If1 O N N M O ri to In N O N ID ri N N V'N r-1 (N O e.-I C) O ri .-i 0 0 0 0 0 0 0 0 0 0 tl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 o N0 0 0 0 0 CJ 0 0 0 0 0 0 0 0 0 0 0 0 P O 0 0 O 0 0 0 0 0 tl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 O 0 0 0 0 0

0 0 0 0 0 0 CJ 0 0 0 0 0 0 (D 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0I i I I I I 11 I I I 1 I I I I I I I I I I I I 1 t 1 I

to r- N N i' 0) mI ID V' v' v' N MM M M rir-I e-I V' mm m O) 0)0)01,-I rI rl.i O to U) I) 0) (9 M M to O) 010) ri to CD tD O m to (0 N to to IDMao W1D101IS)to to ,IIDlflCDu-I10(1IDC)) In to to NMMMinNN NOMMMIONIN IN a'OOOIN N' V• d'NN NNO0)N0)IN in in to

ri ri rl N r{ ri ri ri N ri r- Cu) -1 .-I r-I ri ri rf ri r-1 M M M M ri W 1••1 rl O O O ri O O O rl rl ri rltD V V' 'I' v' I'1 M M V' N N N (N

a' Q V• 0 0 C) C') CJ 0 0 0 O o 0 C) 0 0 0 0 0 0 0 0 0 0 0 0 0 C) 0 0 0 0 0 0 tl 0 0 0 0 0 C) 0 0 0 0 0 O 0 0 0 0 0 0 0 0

CO N (NI to c) o L.) In O) v' v' d' CO Cu) N NNN NN W IM M M CO N N N N CU m to N (310) D) W co 0) m m 0) 0) 01 N' N N N N O N 0 Ciro a) cmN O) 0) II' N' 1't N NI M M M m V' O' V' M rI rI .-I M M W m0)O)0) OI IO N N C' C iO In In N Cu) N N m to to in N ri 1-4 rI CO M ri M O N' v'NO UUCU 07000 N OOO NN N N O) v' eY d'MMMM V' V'v' V' W V' V'v' W V' V' V' W U)to In l0 M MMtnM M M Q' ID Mlo OIf)u')N

Ul IP I)l c) C• -I o 0 o Q 0 a 0 o 0 0 0 0 0 o 0 a o (D 0 o 0 o O o o 0 0 0 0 0 o P 0 o o 0 0 o o 0 0 0 i)1 1 1 1 1 1 1 1 I I I I I 1 I I 1 1 1 1 I k I I 1 1 I I I 1 l I 1 I 1 I 1 I I 1 I I 1 I I I I I 1 I 1 I I I I I

o C:) 0 0 C) C) C D 0 0 0 C) O 0 0 0 0 O 0 0 0 Q o o 0 0 0 0 0 0 0 0 0 0 on 000 O 0 0 0 0 Q 0 0 0 0 0 O 0 0 0 0 0 0O C) O C' O CJ CD CJ O O O O 0 O C) O 0 0 on O O O 0 O O O O O O O O O O O O O 0 O O 0 O 0 Q O O O C. O O O O O O O OD O 9 C: 9CJ C] O O P O O O O O O O O O O Q 0 0 0 0 0 0 0 0 Q O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9 0 0 0 0 0 0 0

0 0 0 0 C.) CJ C) 0 0 0 0 0 0 O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C) C) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0I I I I I I I I I i 1 1 1 1 1 I 1 I I I 1 1 I I

LA NN r- F'- m to N CDC v' - N M M (n 0) ri N rI d m m m O) O) 0) 0) rI r1 ri ri Io tO In In 0) M M M U) O% m at ri ID ID to o co ID co c4 to w IDM m ILL C) ')L CO tD ID ri to to ID .-I (D ID tD O) In to to N M M Mtn r- N N O M M M to N N N b' 0 C7 0 N N C' V' N N N N 0 M N () N to If) it)If)v'v' N' c r1 Cl M cr MMM v'N NN N.-I r-i.-I.-i ri r-I r-1 e-I rI rI rI N.-1 rl ri rf.-I,i ri.-F MMMM u'i r1 rI ri O 00r-I000"I r-i.i ri

N' C' v' o n CJ O O O 0 0 0 0 0 0 Q O O O O 0 0 O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O O 0 0 0I I I I I i I I 1 I I I I 1 1 I t 1 I 1 1 I I i I I I I I 1 I 1 I 1 1 1 I I I I 1 1 I 1 I 1 I I S) I 1 I I I 1

ID N (it 0. O1 1f) Ii) In Cr, v' v' uI' W N N N N N N N m M M (n co N N N N O) CO m N 0) 0) 0) mmm co M at IT O) tl' N (N N N O N O O In a) c,4N m( c 'I: N CV N N M M M co C' V< N' M l--I ri ri M W m (X) Cl 0) () 0) In N N N d' M in In N N N N m to to t0 N ri ri „I m m r-I M 0 'a' V' cO O O Cn (C C] CJ O h1 O O C) N N N N 0) Cl' V' V' In m M M V'C V' 4' to N' v rr to V' V' Ni' to In o In CD M M M In M M M V' tD M ID OD to In N

U) I U) O C) .i 'I r1 ri .-I -i rI ri O O O Q 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C) 0 O 0 0 0 0 0 0 0

0 000 C I n C) O C)0 O O O 0000 O O 0Q 0n 000 C)0 0 0 0000000 0 0 0 O O 0 0 0 000000 000000 0 0 0 <J 0 0 0 0 Q O O O 0 0 O O 0 0 0 O O 0 O O O O 0 O 0 O 0 0 O O 0 0 0 O 0 0 O CJ 0 0 0 0 0 0 O 0 O O 0 0 0 (a0 0 0 0 I-) C] C) O 0 0 0 0 0 99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O 0 0 0 p 0 0 0 0 0 f ♦

C)O O O 0 U 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Q 0 0 0 0 0 G. 0 0 0 0 0 0 0 4)

C)

W

11r-I N M U) ri N M V).-i N M (n "IN M U) ,a N M U)r•I N M to -A N M f/1 r-. N M m N N M U)NN M w 1-1 N M m ,-I N M v)}r U) b'NMN)v NN IN I N V' V• V' V'LO In In to Io to IDPN N N V' V' V' V•ininto I n I D mW W0 0 0 0 C) C] U [] Ono 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 ri ^ 'r4

J121 )L) NO) m W W D)fD W W fsl [A CD W 0)tQ W MU)U](I)U) VJ V10U)1 V)U)U)i 0Di U) N NU 7m U)(RU)m W Wf., +)'-I

m ti) O Cjt') V• In CD fA W 61 0 N M It to t0 N 0) 0) O r-1 N M V' U) CO N m M O ri N M v' In LO N ID O) O r-I N M V' in tD N CO C) 0 r-I N M i0rir-iNI-IN N IN NNN N M M MMMMMMMM N''1' ' V V'v' V' V'N in If) U'Itn InO to u1 1n Io CDCD'DCDIDIDIDCDIDCO NNNN

OCi

74 M1BX 0.000 0.772 -0.156 -0.000 -0.772 0.156 0.000408 0.073993 0.00312575 N2AS 0.000 0.187 -0.059 0.000 -0.187 0.059 0.0110798 0.070385 -0.03171876 1'92AI C.000 0.187 -0.059 0.000 -0.187 0.059 0.003785 0.070385 -0.02523177 1'1202 0.030 0.187 -0.059 C.003 -0.197 0.C5.9 0.003806 0.076966 -0.027556

'i9 :•'3S C. 0.075 -0.021 -0.300 -0.375 3.021 0.001021 0.267882 -0.0090608C SBJS :1.000 0.000 0.000 16.829 16.617 -1-26.955 0.000003 0.000000 0.00000081 SB 0.000 0.000 0.000 -16.894 19.387 105.801 0.000000 0.000000 0.00000082 SB12 0.000 C.000 0.000 17.224 20.801 107.441 0.000000 0.000000 0.00000083 S313 0.000 0.000 3.000 -17.159 16.820 -128.715 0.000000 0.000000 0.000000

`** LOAD CASE NO. 4 (-(1 (LOAD CASE D1 BROKEN SHIELD) - Nurwer of iterations in SAPS = 10*** JOINT LOADS AND MEMBER FORCES ON JOINTS

IT. JT. EXTERNAL LOADS ON JOINTS (kip) MEMBER FORCES ON JOINTS (kip) JOINT DISPLACEMENTS (ft)

NO. LABEL X-DIR Y-DIR Z-DIR X-DIR Y-DIR Z-DIR X-DIR Y-DIR Z-DIR---------------------------------------------------------------------------------------------------------

1 SOLP 0.000 0.108 -0.387 -0.000 -0.108 0.387 0.025083 0.052435 -0.0171372 5011 0.000 0.108 -0.387 -0.000 -0.108 0.387 0.016662 0.053790 -0.0057663 S012 0.000 0.108 -0.387 0.000 -0.108 0.387 0.015636 0.062735 0.0007574 $013 0.000 0.124 -0.408 0.000 -0.124 0.408 0.024946 0.061491 -0.0104945 BOIP 0.000 0.174 -0.599 -0.000 -0.174 0.599 0.001031 0.001793 -0.0081666 B011 O.DDO 0.174 -0.599 -0.000 -0.174 0.599 -0.005701 0.001877 -0.0010447 B012 0.000 0.174 -0.599 -0.000 -0.174 0.599 -0.005611 0.008662 0.0028618 B013 0.000 0.191 -0.623 -0.000 -0.191 0.623 0.001099 0.008586 -0.0042829 T01P 0.000 0.118 -0.325 0.000 -0.118 0.325 0.133414 0.189092 -0.032456

10 T011 0.000 0.087 -0.303 0.000 -0.087 0.303 0.107836 0.190418 -0.01086511 T012 0.000 0.118 -0.325 0.000 -0.118 0.325 0.107109 0.216615 0.00603612 T013 0.000 0.118 -0.325 -0.000 -0.118 0.325 0.132759 0.215743 -0.01565713 T02P 0.000 0.071 -0.301 0.000 -0.071 0.301 0.141057 0.210935 -0.02212614 T02Y 0.000 0.071 -0.301 0.000 -0.071 0.301 0.142276 0.238103 -0.00532415 01P 0.000 1.342 -7.419 D.000 -1.342 7.419 0.054081 0.052895 -0.107484

16 OIX 0.000 1.342 -7.419 0.000 -1.342 7.419 -0.013519 0.062569 -0.011652

17 02P 0.000 1.342 -7.668 0.000 -1.342 7.668 0.128677 0.116310 -0.172563

18 02X 0.000 1.342 -7.668 0.000 -1.342 7.668 -0.009724 0.125924 -0.003498

19 039 0.000 1.346 -7.424 0.000 -1.346 7.424 0.213078 0.198553 -0.126864

20 03X 0.000 1.346 -7.424 0.000 -1.346 7.424 0.030715 0.207470 0.02091221 04P 3.780 0.123 -0.450 -3.780 -0.123 0.450 0.194568 0.224686 -0.05470122 04X 0.000 0.220 -0.812 0.000 -0.220 0.812 0.090636 0.224294 0.02434623 B02S 0.000 0.220 -0.607 0.000 -0.220 0.607 0.004969 0.009380 -0.01068324 5021 0.000 0.220 -0.607 0.000 -0.220 0.607 -0.003761 0.008274 -0.001601

25 8022 0.000 0.220 -0.607 -0.000 -0.220 0.607 -0.003237 0.016533 0.00312026 3023 0.000 0.255 -0.655 -0.000 -0.255 0.655 0.003157 0.016715 -0.005954

27 B03S 0.000 0.222 -0.600 0.000 -0.222 0.600 0.008250 0.017653 -0.013478

28 B031 0.000 0.222 -0.600 0.000 -0.222 0.600 -0.000146 0.016822 -0.002382

29 B032 0.000 0.222 -0.600 0.000 -0.222 0.600 0.000181 0.025139 0.003229

30 B033 0.000 0.257 -0.648 -0.000 -0.257 0.648 0.006998 0.025230 -0.007818

31 B04S 0.000 0.159 -0.434 0.000 -0.159 0.434 0.013372 0.029264 -0.015465

32 3041 D.000 0.159 -0.434 0.000 -0.159 0.434 0.004910 0.028605 -0.003449

33 B042 0.000 D.159 -0.434 -0.000 -0.159 0.434 0.005192 0.037136 0.002745

34 B043 0.000 0.185 -0.470 -0.000 -0.185 0.470 0.012419 0.037178 -0.00917635 B05S 0.000 0.090 -0.249 0.000 -0.090 0.249 0.016880 0.036566 -0_016262

36 B051 0.000 0.090 -0.249 D.000 -0.090 0.249 0.008226 0.036125 -0.004159

37 B052 0.000 0.090 -0.249 0.000 -0.090 0.249 0.008318 0.044924 0.002245

38 B053 0.000 0.106 -0.272 -0.000 -0.106 0.272 0.016046 0.044852 -0.009741

39 B06S 0.000 0.082 -0.228 0.000 -0.082 0.228 D.021029 0.044847 -0.016662


40 B061 0.000 0.082 -0.228 0.000 -0.082 0.228 0.011376 0.043249 -0.00486341 B062 0.000 G.082 -0.228 0.000 -0.082 0.228 0.012176 0.052700 0.00159642 B063 0.000 0.098 -0.249 0.000 -0.098 0.249 0.019581 0.053014 -0.02007313 5325 0.000 0'.107 -0.296 0.000 -0.107 0.296 0.032742 0.0665969 -0.019542

1 S02_ Cy

p0

D:45 5022 0.000 0.107 -0.29c 2.073 -0.107 0.2 6 0.023236 0.'0723E3

001 3C.001837

16 5023 3.0'00 0.128 -0.318 0.000 -0.129 0.318 0.032035 0.075684 -0.01150547 S03S 0.000 0.103 -0.217 0.000 -0.103 0.217 0.043666 0.078351 -0.02194048 S031 0.000 0•.103 -0.211 0.000 -0.103 0.217 0.030776 0.078910 -0.00646149 S032 0.0CC 0.103 -0.217 0.000 -0.103 0.217 0.029626 0.091813 0.00307250 S033 0.000 0.226 -0.241 0.000 -0.126 0.241 0.041521 0.089336 -0.01240351 S04S 0.000 0.099 -0.206 0.000 -0.099 0.206 0.055054 0.096803 -0.02441852 5041 0.000 0.099 -0.206 0.000 -0.099 0.206 0.039725 0.093516 -0.00702653 S042 0.000 O.D99 -0.206 0.000 -0.099 0.206 0.040950 0.108454 0.00418954 S043 0.000 0.122 -0.230 0.000 -0.122 0.230 0.053727 0.109744 -0.01321755 S05S 0.000 0.114 -0.500 -0.000 -0.114 0.500 0.068212 0.112740 -0.02645256 5051 0.000 0.114 -0.500 0.000 -0.114 0.500 0.052374 0.113819 -0.00768157 S052 0.000 0.114 -0.500 0.000 -0.114 0.500 0.051414 0.129738 0.00484058 S053 0.000 0.135 -0.522 -0.000 -0.135 0.522 0.067225 0.128577 -0,01387259 S06S 0.000 0.079 -0.245 0.000 -0.079 0.245 0.079425 0.131545 -0.02787460 S061 0.000 0.079 -0.245 0.000 -0.079 0.245 0.060961 0.127167 -0.00828361 5062 0.000 0.079 -0.245 0.000 -0.079 0.245 0.063791 0.144383 0.00513562 S063 O.ODO 0.101 -0.267 0.000 -0.101 0.267 0.081004 0.148420 -0.01438663 S07S 0.000 0.067 -0.126 0.000 -0.067 0.126 0.098073 0.148207 -0.02983764 S071 0.000 0.067 -0.126 0.000 -0.067 0.126 0.077029 0.149415 -0.00917165 8072 0.000 0.067 -0.126 0.000 -0.067 0.126 0.075243 0.170550 0.00592266 S073 0.000 0.090 -0.150 0.000 -0.090 0.150 0.095198 0.167299 -0.01488467 5085 0.000 0.098 -0.148 0.000 -0.098 0.148 0.114247 0.170623 -0.03141468 S081 0.000 0.067 -0.126 0.000 -0.067 0.126 0.090988 0.167560 -0.01006569 S082 0.000 0.098 -0.148 0.000 -0.098 0.148 0.091670 0.191389 0.00625170 5083 0.000 0.121 -0.172 0.000 -0.121 0.172 0.114544 0.193388 -0.01530071 M1AS 0.000 0.117 -0.257 -0.000 -0.117 0.257 -0.002421 0.001761 -0.00407972 M1AY 0.000 0.117 -0.257 0.000 -0.117 0.257 -0.002185 0.008550 -0.00066673 M18S 0.000 0.166 -0.257 -0.000 -0.166 0.257 0.001065 0.005158 -0.00531374 MIBX 0.000 0.166 -0.257 0.000 -0.166 0.257 -0.005668 0.005396 0.00056775 M2AS 0.000 0.040 -0.097 0.000 -0.040 0.097 -0.000624 0.003519 -0.03689776 M2AI 0.000 0.040 -0.097 0.000 -0.040 0.097 -0.003980 0.003509 -0.03441677 M2A2 0.000 0.040 -0.097 -0.000 -0.040 0.097 -0.003979 0.006925 -0.03226878 M2A3 0.000 0.040 -0.097 -0.000 -0.040 0.097 -0.000642 0.006931 -0.03487279 M3S 0.000 0.016 -0.034 0.000 -0.016 0.034 0.020553 0.057391 -0.00904880 SB1S 0.000 0.000 0.000 8.600 8.178 -53.772 0.000000 0.000000 0.00000081 SB11 0.000 0.000 0.000 -1.049 -0.552 0.625 0.000000 0.000000 0.00000082 SB12 0.000 0.000 0.000 2.147 3.359 19.222 0.000000 0.000000 0.00000083 SB13 0.000 0.000 0.000 -5.918 5.924 -35.421 0.000000 0.000000 0.000000

*** LOAD CASE NO. 5 H2 (LOAD CASE D2 BROKEN CONDUCTOR) - Number of iterations in SAPS = 10*** JOINT LOADS AND MEMBER FORCES ON JOINTS

JT. JT. EXTERNAL LOADS ON JOINTS (kip) MEMBER FORCES ON JOINTS (kip) JOINT DISPLACEMENTS (ft)NO. LABEL X-DIR Y-DIR 2-DIR X-DIR Y-DIR Z-DIR X-DIR Y-DIR Z-DIR

---------------------------------------------------------------------------------------------------------1 SO1P 0.000 0.108 -0.387 0.000 -0.108 0.387 0.005559 0.098131 -0.0240652 5011 0.000 0.108 -0.367 0.000 -0.108 0.387 0.058268 0.099760 -0.0123893 $012 0.000 0.108 -0.387 0.000 -0.108 0.387 0.057408 0.047325 0.0033314 S013 0.000 0.124 -0.408 0.000 -0.124 0.408 0.005690 0.045913 -0.0078215 801P 0.000 0.174 -0.599 -0.000 -0.174 0.599 -0.066736 0.065435 -0.013277


6 BO1l 0.00D 0.174 -0.599 0.000 -0.174 0.599 0.007406 0.065639 -0.0102087 8012 0.000 0.174 -0.599 0.390 -0.174 0.599 0.007652 -0.008473 0.0048738 BC13 0.000 0.191 -0.623 -0.000 -0.191 0.623 -0.066441 -0.008587 0.0027009 ^01P 0.003 0.118 -0.325 0.(:cc -0.1.1.8 0,325 0.:78157 0.296115 -0.045598

I0 TO!-_ .11 60 3. 3 2 7 -0.283 0.000 -0.09: 0.303 .21 5E 0.291830 -0.016.'0711 T012 8.00.0• 0.118 -0.325 0.000 0.325 0,292104 0.181471 0.01434412 T013 0.000 0.118 -0.325 0.300 -0.118 0.325 0.178584 0.180423 -0.01297113 702P 0.000 0.071 -0.301 0.000 -0.071 0.301 0.271553 0.329170 -0.03142414 702? 0.030 0.071 -0.301 0.000 -0.071 0.301 0.273725 0.210781 -0.00018115 DIP 0.000 1.342 -7.419 -0.000 -1.342 7.419 -0,163156 0.067213 -0.11018416 Dix 0.000 1.342 -7.419 0-000 -1.342 7.419 0.225733 0.078587 -0.01301417 02P 0.000 1.342 -7.668 -0.000 -1.342 7.668 -0.220173 0.133724 -0.18379218 02X 0.000 1.342 -7.668 0.000 -1.342 7.668 0.453331 0.147634 0.00381519 03P 0.000 1.346 -7.424 0.000 -1.346 7.424 -0.163572 0.231111 -0.15720520 03x 7.500 0.698 -4.193 -7.500 -0.698 4.193 0.667535 0.246407 0.06478121 04P 0.000 0.220 -0.812 0.000 -0.220 0.812 0.055654 0.268207 -0.07149722 04X 0.000 0.220 -0.812 0.000 -0.220 0.812 0.483921 0.271750 0.03675723 BD2S 0.000 0.220 -0.607 -0.000 -0.220 0.607 -0.055424 0.068202 -0.01756024 B021 0.000 0.220 -0.607 -0.000 -0.220 0.607 0.014557 0.069782 -0.01090025 B022 0.000 0.220 -0.607 0.000 -0.220 0.607 0.015181 -0.001828 0.00532826 B023 0.000 0.255 -0.655 -0.000 -0.255 0.655 -0.051712 -0.002078 -0.00067427 B03S 0.000 0.222 -0.600 -0.000 -0.222 0.600 -0.048249 0.072627 -0.02141828 8031 0.000 0.222 -0.600 0.000 -0.222 0.600 0.022237 0.071175 -0.01074929 8032 0.000 0.222 -0.600 0.000 -0.222 0.600 0.022806 0.007627 0.00563330 B033 0.000 0.257 -0.648 0.000 -0.257 0.648 -0.044423 0.007284 -0.00232631 B04S 0.000 0.159 -0.434 0.000 -0.159 0.434 -0.036138 0.079412 -0.02445332 8041 0.000 0.159 -0.434 0.000 -0.159 0.434 0.033118 0.078720 -0.01116033 B042 0-000 0.159 -0.434 0.000 -0.159 0.434 0.033627 0.020505 0.00528234 B043 0.000 0.185 -0.470 -0.000 -0.185 0.470 -0-034128 0.020116 -0.00394035 B05S 0.000 0.090 -0.249 0.000 -0.090 0.249 -0.020852 0.085113 -0.02435236 8051 0.000 0.090 -0.249 0.000 -0.090 0.249 0.040522 0.084722 -0.01152537 BD52 0.000 0.090 -0.249 0.000 -0.090 0.249 0.040851 0.028522 0.00482338 B053 0.000 D.106 -0.272 0.000 -0.106 0.272 -0.022835 0.027966 -0.00513339 B06S 0.000 0.082 -0.228 0.000 -0.082 0.228 -0.008402 0.092243 -0.02424840 B061 0.000 0.082 -0.228 0.000 -0.082 0.228 0.047853 0.090349 -0.01187241 BD62 0.000 0.082 -0.228 0.000 -0.082 0.228 0.049028 0.036786 0.00416942 B063 0.000 0.098 -0.249 0.000 -0.098 0.249 -0.009250 0.036347 -0.00650643 S02S 0.000 0.107 -0.296 -0.000 -0.107 0.296 0.018398 0.114549 -0.02707644 S021 0.000 0.107 -0.296 -0.000 -0.107 0.296 0.074121 0.110672 -0.01316645 5022 0.000 0.107 -0.296 -0.000 -0.107 0.296 0.077440 0.054962 0.00521346 S023 D.000 0.128 -0.318 -0.000 -0.128 0.318 0.017712 0.057748 -0.00853447 S03S 0.000 0.103 -0.217 -0.000 -0.103 0.217 0.036469 0.132470 -0.030294

48 S031 0.000 0.103 -0.217 -0.000 -0.103 0.217 0.099908 0.132687 -0.013664

49 S032 0.000 0.103 -0.217 -0.000 -0.103 0.217 0.099461 0.070942 0.00722150 5033 0.000 0.126 -0.241 -0.000 -0.126 0.241 0.034608 0.067359 -0-00902051 S04S 0.000 0.099 -0-206 0.000 -0.099 0.206 0.056313 0.156763 -0.03360052 S041 0.000 0.099 -0.206 0.000 -0.099 0.206 0.125276 0.153297 -0.014761

53 S042 0.000 0.099 -0.206 0.000 -0.099 0.206 0.127501 0.084372 0.00925554 S043 0.000 0.122 -0.230 0.000 -0.122 0"230 0.055014 0.084523 -0.00954755 5055 0.000 0.114 -0.500 0.000 -0.114 0.500 0.078444 0.178747 -0.03624356 S051 0.000 0.114 -0.500 0.000 -0.114 0.500 0.155891 0.180296 -0.01569357 S052 0.000 0.114 -0.500 0.000 -0.114 0.500 0.155474 0.102942 0.01075658 5053 0.000 0.135 -0.522 0.000 -0.135 0.522 0.077972 0.101273 -0.01018059 S06S 0.000 0.079 -0.245 -0.000 -0.079 0.245 0.096951 0.202303 -0.03819360 5061 0.000 0.079 -0.245 -0.000 -0.079 0.245 0.180982 0.198420 -0.01630161 S062 0.000 0.079 -0.245 -0.000 -0.079 0.245 0.184976 0.117212 0.011558


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RECOMMENDATIONS

In support of our resultant calculations, we conclude that the transmission towerrequires minor modification in order to be capable of sustaining the addition of theproposed OCS equipment as detailed in Section 5.0.

As noted in Section 6.0, the tower without the proposed OCS equipment, shows verylittle overstressing. The addition of the proposed OCS equipment increased theamount of overstressing due to bearing at the connections between the bottomdiagonals and the tower body from I % to 12 %. Remediation for this overstressingwould involve replacing the 518" dia. bolts with 314" dia. bolts.

Specifically excluded from this report is a full structural analysis of the foundation. Inorder to conduct an accurate foundation/footing analysis detailed as-built drawings ofthe foundation including size, reinforcement and base anchorage would be required.In addition to the drawings, complete soil report detailing allowable soil bearing andlateral pressures and soil cohesion is required.

Recommendations for equipment installation are as follows:

Antenna mounts should transfer load as close as possible to the legs nearjoints, i.e., where diagonal members meet the tower leg. This approachis taken to prevent the introduction of bending to either leg or diagonalmembers.

Coaxial cable should be routed up a leg inside the tower in order to reduce theincreased sail area.

It is advised that, at the time of construction, a routine inspection be performed on thetower to closer investigate the existing tower condition.

This office shall await further instruction before proceeding with design for newequipment placement.

Prepared By: Reviewed & Approved By:

erryyrtfield --,_j Michael L. Bohlinger, PEKM Consulting Engineers, Inc. NY License No. 075700

7.1

FIELD PHOTOGRAPHS

8.1

EXHIBIT F

TO ®f CarRE NBURQH

320 Tarrytown Road, P. O. Box 205, EImsf'ord, New York 10523

Application Number . . . . . . 98-00029719Property Address . . . . . . SECOR ROAD

Date

Landkey Description. . . 26 -05 -3000-0 -12 -1Tenant nbr, name OMNIPOINT COMMUNICATIONSApplication description NON-RESIDENTIAL ANTENNA ADD/ALT (COMM.)Property Use . . . . . . . .Property Zoning . . . . . 1 FAM RES DISTRICTApplication valuation . . . . 56000

1

Owner------------------------

CONSOLIDATED EDISON CO TAXDEPT4 IRVING PL RM 206-SNEW YORK CITY NY 10003

Contractor

HIGHLAND CONSTRUCTION ASSOC.110 W CROOKED HILL ROADPEARL RIVER NY 10965(914) 620-1468

---------------- --- Work Description. Information -----------_---_------CELLULAR ANTENNA 3EQUIPMENT BLDG 1

-------------------------- Structure Information -------------------------Construction Type . . . . . NOT APPLICABLEOccupancy Type . . . . . . NOT APPLICABLE

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

Permit . . . BUILDING PERMITAdditional desc . .Permit Fee . . . . 392:00Issue Date . . . . 2/18/99Expiration Date . 8/20/99

Valuation 56000

----------------------------------------------------------------------------Special Notes and CommentsSECOR ROADCOMM ADD=3 ANTENNA + EQUIPMENT BLDGINSPECTOR ASSIGNED. RICHARD FON ***993-1566***

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

Other Fees . . . . . . . . . BUILDING APPLICATION FEE

Fee summary Charged Paid Credited----------------- ---------- ----------- ----------Permit Fee Total 392.00 392.00 .00Other Fee Total 40.00 40.00 .00Grand Total . 432.00 432 .00 .00

40.00

TOWN OF GRE,,aBURGH320 TARRYTOWN ROAD

ELMSFORD NY 10523

DATE: 2/18/99 RECEIPT #: 0000003100TIME: 11:42:47 CASHIER: VDB

APPLICATION NBR: 98- 29719REFERENCE: CON ED-SECOR RD ROW - OCI-REAL ESTATE MG

ITEM DESCRIPTION PAID----------------------------------------

PERMIT FEES 392.00

TOTAL AMOUNT PAID: 392.00PAYMENT TYPE:CHECK NBR:

CHECK000004500

'I WX Of GR.]IMMN j3tIWII ,g33E3PARTi 3ff:NT OP 3[3UXr.MXN'OS

320 Tarrytown Road, P. O. Box 205, Elmsford, New York 10523

C E R T I F I CAT E O F O C C U P A N C Y,

P E R M A N E N T

Issue Date . . . . . . 2/04/00

Parcel Number . . . . . 26 -Q5 -3000-0 -12 -1Property Address . . . SECOR ROAD

HARTSDALE NY 10530Subdivision Name . . . UNKNOWNLegal Description . . . 12A SH 29-43-44-49 -52/30000/1

7 TO 21Property Zoning . . . . R-30 ONE FAM RES DIST

Owner . . . . . . . . . CONSOLIDATED EDISON CO TAX

Contractor . . . . . HIGHLAND CONSTRUCTION ASSOC.914 620-1468

Application number . . 98-00029719 000 000Description of Work . . NON-RESIDENTIAL ANTENNA ADD/ALT (COMM.)Construction type . . . NOT APPLICABLEOccupancy type . . . . NOT APPLICABLEFlood Zone . . . . . .Special conditions

COMM.ADD.(THREE ANTENNAS AND EQUIPMENT BUILDING)TENANT: OMNIPOINT COMMUNICATIONS

VOID UNLESS SIGtEO BY BUILDING OFFICIAL

Documents

EXHIBIT E - documents.dps.ny.gov