1934-ORIGINAL-COE-DESIGN-DRAWINGS.pdf

PG.NO. ORIGINAL FILE#

G-001

3 1A

4 SHEET2

5 SHEET3

6 SHEET3A

7 SHEET4

8 SHEET4A

9 SHEET5

10 SHEETS

11 SHEET?

12 SHEETB

13 SHEET9

14 SHEET 10

15 SHEET 11

16 SHEET 11A

17 SHEET 11B

18 SHEET 11C

19 SHEET12

20 SHEET 13

21 SHEET 13A

22 SHEET 14

23 SHEET 15

24 452 E-14-1

25 436 E-14-1

SHEET TITLE

COVER SHEET AND INDEX CCC-RRB-G001.DGN

ORIGINAL GENERAL PLAN AND ELEVATION

AS-BUILT GENERAL PLAN AND ELEVATION

TOPOGRAPHY AND BORINGS

MAIN PIERS B AND C

MAIN PIERS B AND C

PIERS A AND D

PILES UNDER ABUTMENTS A AND D

LIFT SPAN STRESS SHEET

TOWER STRESS SHEET

CROSS SECTION OF LIFT SPAN

LIFT SPAN DETAILS

COUNTERWEIGHTS

TOP OF IRON

HOUSES

REVISIONS TO HOUSES

REVISIONS TO HOUSES

HOUSES

SPAN LOCKS AND RAIL LOCKS

MACHINERY

MACHINERY (CHANGE ORDER No 1)

SHEAVES

TOWER BASE

PROPOSED MOD. FOR PILE FOUNDATION

STEEL SHEETING CUT-OFF LEFT IN PLACE

NEW ENGLAND DISTRICT

CORPS OF ENGINEERS

CONCORD.MASSACHUSETTS

VERTICAL LIFT RAILROAD BRIDGE

OVER CAPE COD CANAL

AT BUZZARDS BAY, MASSACHUSETTS

1934-ORIGINAL-DESIGN-DRAWINGS.PDF

BY: DSH DATE 12/12/2012

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51:CTJON T/iR.U SPAN

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Operator's Eievatoo

128'0" Elev. 08.0__,~=4::4=1'::0:::"=:Jil\._ __ ii Sudo:ce within this area \ _to be graded to Elev. 106,0 r· ., ' c-

550'·0" Cen+er+oCenfer of Piers

• VI $

Main Coun-ferweiqh-f' -- Operators Hous-e -~~--·

Eiev.l /4.062 Base of Roil EleY. 109.0 Top of Fenders

McK1,y1, MeAO AND WH1Te·, Operators Elevo+or

\--L... ______ _;,_ ___ ~--------------------------:---:'--,,-----+-----------,---,---,,;__-•:---:-~---.,.'-------'-'---'---'---w_,~-,---'-_,__---=,•'c'-,_-___ '_·_• JP):...-;;:;.2:"..:.V,.:..1/S:...::£..:..P...,_f-,A.;;P."-':,;~.;;/t.-'',~j..:..'$."°_'3-''f--, __ . ,...it•· 'i" .;. ;}'

ARCHITECTS -- . -

IOI PARK .AVE.. Ne'li(Yo~"· 'N.Y ,_ :;

''. ;:,::,::~.-~'...:..!..it...' -hh•·--e ,_

~/.;:~L:::. ":'.: ···:;·_7\) ::~;•:jf~ .. j··\ .. · · Jf°:··;; ... ~~~'

Counterweiqht Ropes

Opera+oi-S House Main Covnferweiqn+ Operators l':leva+or-.n1-----41

, o· : .Z,3-

REAR ELEVATION OF TOWER

I, 8UZZAk?05 BAY .5T,4T/0Jv

_______f Transformer H ou:se

.SECTION THRU 5PAN

,? .li'Q1//"ocral Ca Cc,.,6/es

Gro i

.? ZJc,c/rs/c,,y &,.oe.s eo6h .s/de

Operator's Elevator ~ n ~~~w . . ~

Elev. 106.!5

Elev. 2330'

Auxiliary Counte,·weiqht

Main Couoterweiqht

Elev.ll4.0'2Baseof Raif l:lev. 109.0 TopoF Fenders

44 o· E.lev. 58.o~~==I==~

Elev. 239. O'

Auxiliary Counterweight

Moin Gounterweiqht' Operators House .

EleV.1l4,062f>oseof Roil~ Elev. 109.0 Top of Fend"r.s

Operators Elevator

E.lev. 73.0 .63.0

4 '~o" i:::::.::::::::i:===~.JE I ev. 38. O

. 550'-o"' _Center t,,oc..,C,,,e"'-'n"'fe"'-r-'o'-'f_p'-"';e"-r"'s'----------------------+----- 1ea'. o"

,....J.4-1..,;,./_,E=-'I ev 86.5

!---±-c-,!,--..h·lev. 77. o

,:_q,6k far ,Yav.-go/;on L;j,-6.'~ ,:,n b)"/ .5_,<;<?,,,, .Sa-nu: a-~ q//'7&- .5.,-17'"~ co.hie far /Vov,gohi?n Lj,.-Y6 o,ry L///" ..5_,cqn /o ,6e carr/tf>CT .,.;,,, .sq,.-7-n!' r/ng-s w.-.i'h a ./:;r/i7ge i::o.6/e,. and

/cq,oed .'o /ap chore,' o-/ r,! s,.-oan

Counterweigh+ Ropee, Operators Hou,ae - Main Counterw:::ight Operators !::leva+or-,1!"11------<I

'-. • ~ E/./M.o

\[:::_ f Co,,,crc-.'.:-

1 l..4nc.hara9e .:5

I REAR ELEVATION OF TOWER

t 14---_____ .,_ _____________ ..,,s,,o,.,o"-<-'o'-•_.,c"-'lea r Width . ..1Be,,,o..,_t_,_t,,o,,_,m'-'--,o.,.f__,_C.,_h'-'o.,.n_,.r'-'1"e'-[ -------------------<

Present +rock location

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C

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1-2

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Surface within this. area to be graded to Elev. 106.0 co

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V) E C

IQ

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1-- 7 OLD 5A5CULE R. R.. E,R.J DGE

--, 1

2 7f/:v.Yr,.,cnY Co=,Po-"Y

i. of B idqe

VEl2.TICAL LIFT ! R..R.. BRI DOE h C

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V

C:

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u

U. 5. G O Vern rn nt [s h D p s .. J f3UZZARD.5 BAY .57ATION

Pree,en+ +rock location

--:: i-----..:...:.._--:

t.._J .. ~ ~

Operotor's House -f1'1r'=--"'---~I'\ ~ w·1thon this area l;. to be graded to Elev 10 C

1: q,, E .x <: rJ) u..

E al

/Yo, e. :- ~,...his c/r-.,-wing J Sheet- I A, is a reprodqc_t/on "?r SI-Teer I of'_ -the oriqinal cotrf-racr draw1179s rev1sect fa ayree wtf-/J /he c.-lr<11Y~s required bl( t-ne Ame17dn,e✓-1ts to t.l!e 3pedrications .-,17c/ Change Ord<,-r No. 2 . .5/teef IA supersedes ::5/Teef I.

McK1M. Me:Ao ANO WHITE

ARCHIT!£CTS

10! PARI < AVE.: NEWYORK, 1'1.Y. .

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P.ECCMM.ENi)E.D E'>Y ~

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• ... v'~~~~~~- PARSON~. KLAPP, BR.1NC1-<E.RHOFF'& DouGLA5 Cm.JSUL TING ENGINEERS 142 MAIDEN LANE. New .,(oitK. N,Y.

loco-I-ion

WAR DEPARTMENT

CORPS OF ENGINEERS. U.S. ARMY

OFFICEOFDISTRICT ENGINEER, BOSTON, MASS.

VERTICAL LIFT RAILWAY BRIDGE

OVER CAPE COD CANAL

AT BUZZARD$ BAY, MASSACHUSETTS

GENERAL PLAN

AND ELEVATION

5cc,[e in Feet e•o;;,,,.•;;;o-•o;,,;;•0==-0=====,.a;;,.i===="'·=·====~"~·====i: ..

APPROVED --------

tv\Afl'CH 2 l, 1~35.

FILE426/2. E-/4-1

EL

2 3 HZ Ground S,.,tfoce •f1he and Medium 5cmd&Grove/ 112 Ground Surface- Medium 5ond .S-Grovel

HO GroundSurfoce,J-1ediumSond ond Gravel

MedilJrYl 3ol"ld ond Grovel 10S :~1- Medium ond Coor~e .Sond- Grovel 105 }jJ Med1Um 5ond and Gi-ave\

!ABUT

MediQni 5ond and GrGvel

Coarse Son.d Or">d GrC1vcl fine 5ond, Cloy and Gravel fine and Medium Sond

Coor:5e 5ond and Grovel

Medium and Coarse 5ond

ME!NT

Medivm Ond Coo1'"5e Sond, Gravd

Medium ood Coar.;.e Sond,Gravd

Fine ond Medium Sand. Gmvel

Fine 5ond, Clay and Gravel

Fine ond Medivrn Sond,Grovel

Fine and Medium Sond, Gravel e.a,ild,er

Rig 5 hlftl"ld three three times +o ovoid boulder(> a+ Elevs. 86.o, S!.O, e1.s.

8'0.5 ond SZ.O. fei- locot;on oF- c.hH·k, enquire a~ En9tneers OfFice.

100 itj~ Fine .Sand and Gl"cwel

Fine .Sand, Clay ond Grove!

Medium ond Coor-.sc 5ond-Gravel

Coari,o .5ond ond Grovel

75 ·;:> Medi!Jm and Coon;e Sond

70 :•;:·:; fine and Medium 5and

GS :jji Medium ,:md Coar-se 5ond

GD:~::: Medium 5ar"ld

100 t!; Cocirse .Sond and Gr-ove!

95 ::~: Coarse 5-ond

90 1~~ Medium end Coarse 5ond

85 .i'l Medivm ar1d Coor!!~ 5dnd -;-.• C eo :,-.: oar:;e .Sond

15 .:::~~ Medil,.Jm ..Sond

10 /:. Medium 5ond bS .:~:-:: Mediom 5ond

60 /\: fine .5ond

55 ~:t Med1tnn Sond S5 f~ Medium and Coorne5and

50 ~: Fi11e 5O,-,d, Cloy ond Grove! 50 -f·- Fine .Sand

~S '(/i fine and Medium 5011d 4S =/_ 'Fine Sand p E R. 40 :~J! Coor5e Sood and Gn:ivel •'----- 40 :\{ Fine Sond

;;s /~. Fine Sand --------so l=:.Z Medium Sand

25 ,::-_:- fine 5and

'ZD )/ Fine 5ond

Fine 5ond

Very Fine 5ond, -ti-oce of Cloy

Coar.-;,e 5ond ond Grovel

Medium Sanct and Gravel

✓C ER!.SON

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~:riil----+~~l.+-------"e::'---'i'-"'o~r_L=,rf 8rt'd9e

~ 6-' ' "S LocAT/ON or .80R//VtrS

7 8 GrotJnd Surface Medium 5ond a~d Grove!

ROAD

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10 II

TOPOGRAPHICAL MAP

CAPE COD CANAL VERTICAL LI FT R.R. BRIDGE

AT BUZZARDS BAY. MASS

Seo le in Fee+

•·=··===±·=·==±0======='='·=·====·=·=2=0=0====aat•~·~·====='400

11 I Gi-otmd.Surfoce Medium 5,:mdcmd6rove! Jll Ground 5urFac~ Medium .5and6-Gravel 110 '('ii; Medium Sand and Grovel Ground .5u!"foce Sand, Grave! and Cindl'ff F'i\l Ill Groond 5vrFoce Med.Send.Cinders Grovel so eo

Medi1,1m Sond. Co□se.S□nd and Grove!

Medium and roor.se.Sond and Grovel

Medio,..,,_and Coar..5e. Sand and Grover fine sand ond 6ravel fine 5ond

Coor.se Sand

Mediumond Coar-se Sond i:;.s -;,.·.\ Medium 5ond

GO:'::~~ /"\ediom Sond

S5 so

.5

Coarse 5ond firie 5ond

Fine Sand

Fine and Medium S□nd

Medium ond Coarse So nd ond Grov.e I

Medium 5ond

Medivm and Coor~e 5ond and 0rove/ e

Very fine 5ond with trace of Cloy fine 5ar>d ond Gravel wit'n trace of Clay Med(om and COar.se Sand and Grav~t fine .Sand

Medium ond Coorse ..'.Sand

S+r-oek b.oulder o+ E{ev, 56.8

105" ;\!, M!!dium and Coor5e ..Scmd ...

lllll '-'.•~ Medium ..Sand

Fine Sond ond Grovel

Fine ond Medium Sand &rove!

95 ~il Medium 5and,Coor5e.Sand, Grovel

9Q ~~~:Medium-Sand, Coor-.seSond, Urove\

85 .~: Medium Sand, Grovel es ~Ji; Me.di um and Coan,e. Sand· 6covel

MedivM Qnd Coor-.,e5and-Gn:lvel

Medium 5ond

8 ~~ Medium Sand, Grovel

75 ·.·.; Medium .Sond

10 :i:- Medium 5and,C-xrse 5-ond 70

65 ;;:;, fr'ne Sand, Medium 5ond •o:

65 :o:

60 t:: Medium .Sand Go ~:~ ~ -~ ss -?>~ Mixed 5ond, Gravel, Trace of Cfay .55 :o. • so~ Medium.Sand. Cooi"sc5ond, Gmvel 50 -$~:

45 ·rJ.~ Mixed~and, Grovel 45 •o;;

40~· Medium5ond.Coor.;e5and. Gravel -4o &.'.

... ------ ~ti;, 35 ~; Mhced .5and, Grovel ~S :9-.:

• ' -30 o0 Medium.Send, Coarse.Sand. Grovel 3o

Medium 5<.1r1d

Medium o.nd Coarse Sand

Fine 5ond

Coor~ Sonci ar-,d Grarv<:::d

M~dium and Coar-!3e .5ond

Medium Sand, C!oy, Grovel fir1e Sond, Cloy, Grovel

Medi11mm1J Coors~ .5o:rn;I - Grave!

Med11Jrn 5and~Grovc/ I Fine Sond - Gravel --------f Very Fine .Sond

2$ i• Mixed .Sand, Grovel. Trace of Clay

·zo b{ Fine Sond. Medium 5and. Gravel

:~;_. Medium ond Coar:;.e.Sond fine 5011d

·•· l5 ~f.- Med(um .Sond, Gf'ovel

JO ~o, Medium 5ond, Coa~Sond,Grovel o~-

5 ~~ Medium Sand, Coarse Sand, Grovel j-;-.

o .::r,. Medivm .Sand, Trace oF Clo>'

Mediurn 5ond Fine and Medium Sond Clay ona <9ravel Fine cind Medi,.,m 5ond c I O'f c,..,d e..-ave\

Medivm ond Coarse.Sa.-,d-Grovel

S"truck 601,Jldera+ Elev . .94.D

Sand Gravel a1,d Cinder Fill

,.=====:--========---l'-'O;;.Oi'~!!}\I: _C_.,,.·n_d-,e_r_F_l_ll-:----,:--------=oo"Tc conaf e,oHorri: Fine Sc:ind, Grovel nal~otom~FineSandon-:,Gn-.:,vet ·••• M · d "' f].-r--···-g5 !-t: ed1um en Coarse ~ionr-l 95 =q: Fine Sand, Mud, -5eo~WeedT11rf, Grovel

Very Fir-ie .Sand 90 1\1 Very Fine .SOnd

BS }\ Fine Sond

85 i~\: fi,..,e ond M ediurn .5ond anal Bot om; t'ne nd, ravel fine Sand, Mud, 5ea•Weed Turf

Fine Sand. Mud . .Sea~ Weed TurF ss {_:'- fine.Sand, Mud, croy cos ~;f Fine Sand ond Gn:wet ...

100 ~;. Medium5ondondGrovef

95 \~ Fine Sand ond Grovel e,o i,::· Medium Sond

Coor:;e Sond ond Grovel f04.5 • Ground Surlnce , Friie-5ond, Grovel 100 f'-1 J~i-..San Mid, vel M. .5. L. Elev. /t)t) •

95 ;::: Medium Sand

Medium5and

Fine 5and,Medium.5and, Gmve/ fine 5ond,Cloy,ond 6rovet

Fine Sand and Grovel

Fine 5ond ond Grovel fine .:Sondci~d Grovel

Fine 5and

Medwrn -Sand ond Grove\

Co1'.'ir-5e Sand and Grove!

Ct".lorse Sand and GravE!:l

Medi1.1m and Coarse Sond

'a'•?: ao ..,· ..

:o~: 75 ,_,,. .. Mixed ,Sand, Grovel eoi:'6 Mixed .5ond✓ Gravel, Boulder

75 Fine 5and

60 • M~dium 5and and "5ovlder 8£l ~ ~: fine Sand, Medium .7nnd. Grovel IA•or --~-- MENT - 'o.

~ 75 :;:;; Fine 5 and ~=~~-75 ·.J?.• fine Sond, Medivm Sond, Grovel 01

Fine !)and fine 5ond and Grovel

Medium!iond and Grovel

Fine :5and and Gravel

Mediurr, 5c:ind p

Coo roe 5ond or">d Gr-ave!

Medium and Coor~e .Sond

Medium 5and

Medium .Sand

Pine Sand, Clay and Grovel

Medi11m and Coarse5o:nd-Gr-ove!

Med1"1.1rn Sand and 0rovel

5-1-ruck bo1Jtdor ot Efev. 52.O

Fine, Me:diurn CJnd Coar5e 5ond and Grovel Fine Mecliorn oncf Coorse ..sand ond G.-ovd

Coorse Sond ond Grovel

Medium and Coor5e 5ond nn('.'.I Brave!

Medium and Copre-e Sond and '3rove/ E A.

0 -~6: 7 , :,0:-·

G .-o;

ffoe 5and. Gmvel

Mixed Sond, __ Gravel ··a

60 J'f, r-1Fxed Sand, Grovel %;· s ·_.o; JV!ixed .Sand, Gravel, Clay ,.

so "!·r/ Mb(ed .Sond, Gi-ave!. Cloy w \•'; Medi1Jm .Sand 65 ft"O, Fine 50,1d. Mediorn.Sond, Gr-ovel

GD·-.~~:, Very Fine Sand

.5 ~l(i Fine .Sand, Cloy,Grovel s •ft fine Sand, Grcwel. bculder

45 f•:ro Mixed .Sand, Grave!. Cloy Coorse.5ond, Grovel o:• 43.i -i Boulder

Coor:cie Sond ond Grovel

Medium Sand Ol'ld Gravel

Coo~e 5ond and Gravel

Fine Sond

40 ;::~· Mixed .Sond, Gravel C 40 .. 1. Coarse 5ond, Gravel, Boulder

-----.."35 ·b?, MediurnSond, (ooi-.9e5and, GroveJ--.os ;t: Fine Sand

Medium Sand

Very Fine 5and and Grave!

·•. s i.;.• Medium 5ond

0 ?.\'. f 1i1e Sand

5+ruek boulQ,er o+ E!e'r', 49.0

.3n _- '"! Medium Sand, Cooi-se Sand. Grovel ~ 2)·• Coorse .Sond, cloy, Grovel

25 $l Medium and Coar.se 5and, Grovel.Clay zs :.r,~·: MediurYi 5ond, Coarse .Sand zo1!ff; Mi,<"edSQnd,Grove\, Cloy zoi· Medium~Coar.seSond,Grovel,Clo:,t

1.5 r/i; Mix-edSand ,Gravel, C[Qy 15 f?.4i Medium e, Coorse Sand, Gravel a- ~

10 <,:~ Medium Sond, Coar-5e..5orid ,Grovel 10 ·,;•. Medium 5ond, Coarse Sand - • ~-5 ~.:_· FmeSand. Mediur-n 5=-i:nd, Gravel .5 • cl Fine 5or,ct, Jilediun-i 5ond, Gravel o _o_.-:· Mixed .Scind, Grovel o '.•';· Medium 5and

REV/SE.0 A.PR/.l., !.934.

Riq .shiF+ed +hr-ee +ime~ to ovofd boulders a+ E!evs. 80, 79, SO, 43.7ond4O, 70 /\ Ffne .Sotid W ·:1 fi'ne Sand, Medium 5ond, 6ravel

GS/\ Fine .Sond Medi{Jffl -5ond, Caarse5and, 6mvel

60 i;fi Fine and Medium .5ond Medium jand, Loor5e .5and, $rove!, CfG1y

.SS ,...,., Grovel 5 Med{vm Sand, Coarse Sand, Gravel, Cloy so~: Medivm Sand and Grovel Mix:ed Sond,Gravel

45 }\: Fine .Sand 4 Mixed S.1nd, Gi-ovel .,.

-40 1v Coor~e5and and Gravel frnc5ond, Medivm5and, Gravel

Ri9 shirted becovse of bot.1l,;l.:::r cit Elev. Bo

WAR DEPARTMENT

CORPS OF ENGINEERS, U.S. ARMY

OFFICE Of DISTRICT ENGINEER, BOSTON, MASS.

VERTICAL LIFT RAILWAY BRIDGE

OVER CAPE COD CANAL

AT BUZZARDS BAY, MASSACHUSE. TTS

TOPOGRAPHY

AND BORINGS

5coles .:i.s-sPown

APPROVE:Q_______ _ ___ dY1ML ------- LT. COL. COQPS OF f:NGINEER5

OCT. .9, 1933 DR.eC2 SH!::ET 2

FILE 426/3 E-/4-1

Z7-'0" cfoc. Liff Spqn 7ros.ses

Bearin-7 s/ab 4z•,4· y!J'i;;· .sef /'/,:,-sh ,w1!r/? J"b_.,o o/" _P/er b9 S6',,oer..rrr. Coflt'r

.SuAs-/r- Cd/7,r. _r/2q// provide .ITCeXT //7

,P~er fr,_p 4!0",4!0" K G"c;,lee/>· j-¥ bar:,@l'O'cfr:,.

henflnfietd f-oclear 9ronife and cjrllloqes

Ckuu,."A "Cancrefe oho- Elev. /0.3.0

I £lei< 63.o

' £/eV.38.0

.JZ!O"c. fo c. of

HALr SECTION BELOW COPI.N6

L __ _ I i rillo e~

11/ILr PLAN OF rER TOP r Tower Colvrnn;5

St;m oor e e-xcepr ror .s-ubmar/ne a:,b/c cl~c;': Gn1109e 9:o"x JO!,/'fab~ furnished by $vpsr.slrvcfvn,, Confrocfor and placed by .:Subsfrvcfvre Corrf.rocfor /) .5ee Sh /5 ror d&J'c1il.s I G8!0" ovf kod- of,mder.side of Cop/,,-

I I I I I I I I r---~--- I I ~\,9 ,u..,..........,,_µ. ....... ._. __ ~-----·-.l---,1--,1-i-1--i-,, -,-1-,-,-----,1--.-1--,l--,l--,--'l'l,-----;1--.-----_~

~ 1111 l l I I l I j -~ -T ~ I I I I I I I I I I

-1 l {.,,_ 1 1 : 1 1 1 1 1 1 1 •- J ZO-;f:'fbor.s x/8!0'/q@ G"cfrs. 1 1 J l I I I I I 1

9-/'fbor$xl.J'9"!q.@G'chs. I J ! : I I I I I I I -;:::.; - CtJf bars f'n rli!:!ld fb clear qn:1ni-le I 1 , I

I

., ._, 7-P=t-- ? Lap horizonf-o/ bars "?'bOrs@FtJ~Tr$. , • 2!//"o.s --ulred.

10 ·~ R ' - I - • .--,.

I '8''¥bor.s x /5!.0/9. asehow/1 ,-4-r .v4 rs x 8-0 I@! §~~ _ Sfaqqerlopsosshown.

ln f/a/F.5ech'c,n above G"Ct'r.s. orerdl!'c-t: i=--==i ,-_---: I I 11 i 11 L

I I !--11·· I ~

: : ~-... -1-1-1-.;..;..-r '--l [1f--t--t+--t-rfl-i--- J<'bors {benl)<§ Po'cfrs.

/ Class "s" Concrete ' I I I I

I HALF .5£CTION TliRU LONGE OF PIER HALr ELEVATION OF SJ/Jf OF PIER

--->--''---'£?~fribufinq .5(qb (5,:c No~<_;.) ____ _

HALF

NOTEJ:

Elev. /OG.75 j'!f, bors x 16'iq,(benf)@l'Oc~r.,;l?_j I l'====l;-;...c:;:ct;;:;'.,·. ":=..:::;:i•~' '..Ji~~_i=_~~'fe,_.-,c:...:;~o~:s:~2~5 f !]' l~ 2 Z Anchors Ji_"x-/;"x J!G"/anq in iill

DETAIL OF COPING

:!Jcale !?_ " ~ /~O"

/'re:;cnf .sorroce al' 0rovl7d of Pier/:,7

Elev.95.2S

I I"%! v. 63. 0

Elev..38.o each:;;fone. Anchors lef info -fop of' sfone c,f /eosf.:fffon</ covnkrsvnk, e-ancrefe <?ndlvrned vp af/eosf .;I.· = . I • {;s covrses ZLO"fhick, uron,re .Fac1nn "' ,. 2 ,0 .. 4 .0 , 7 DIOCXS approx. - X -

.A/I slones in .Some coi./f-~e· cramped fo:1,e~r wifh fwo

'>--++---<cramps q 16 x /<O"lq. lef info fop or sfone.,;- of lea.sf 4" and coonfersonA~

.SSO'O" c. fo c. of' P,ers 8ondC l&'O"ondet copinq

Mean .5eo Level Elev. 100. 0

44~0"

I

HALF 5£CT. THRU 'E BRIDGE HALF ELeY. Or END OF PIEIZ

Lop hors 40 diornefers.

01.Sfonce Tr~rnrbce of· C'or1i;refe t-c cenfer /the or'ovfer plane oF sfeel is Si" min

Jr base is eu,nJ: oe o Cbncre-1-e Caisson, a .,;lee/ cvrftnq edqe will be reqvired and ode9vore reinForcen,enf p.rov.1cled -Ford// sf'resses lncorred in sinki'nq. The Canfracf-or ~hall !Submif ror approval o con1plefe des;qn or fhe Calss,-,n.

If &ncrefe in Bose below Elev. 63.0 Is placed in -fhe dry in o Col'rerdon,, if .shall be rein-f'oreed wifh !lf'a oars, spaced JS" cfrs. in eaoh cfirecfion of Elev. 30.o ond;j-''<# b,::,r.s. spaced Po'Hrs. ,n each ~reef/on in -fhe -fop ana' 4 5/dS races. banf m corner.s.

If Concrefe ,;, 8ase .below Elev. 63.0 is placed vr>der 1<VOfer ;;-, +he CoFterdorn fhe d,i-nension.s shown fhus: £?!8209 .st,oll 9avern. The reinrorcinq in /he IO!O "fhi'ck Oisfribvfin9. .5lob :;hall bs /"a or.5@ G"cfr.5. ,n each d/recfion of Elev. 6.3.5 and F# .bors@/"O'cfr.s. 1n fhe TOP. and 4 sides, benf of corners. Re!nrarc-err1enf·. in fhe pier shal'f .,;-ha// e..rfend s 0@' inw fhis slab. • •

WAR DEPARTMENT

. CORPS OF ENGINEERS U. S ARMY

OFFICE; OF DISTRICT ENGINEER, BOSTON, MASS.

• •-r, '-'LAPP. ·E; i KERHOFF & DOUGLAS CONS • INS ENGilNE£R5. •

/?EV/SE.CJ APRIL., /.934. 142 .. MAIDE~ LANE, • NEW YORK, N.Y. _

VERTICAL LIFT .RAILWAY BRIDGE

\ •• OVER CAPE COD CANAL

AT BUZZARDS BAY, MASSACHUSETTS

MAIN PIERS

···--· BANDC

.Scale..in Feet t!,8c=,e"Gd+,,,,.•==e"o===:csss=c=""'"s·E~"'==~'6~===,,,go~=====· 32 ancras ~y;Jfl

APPROVED ~~

- LT. COL. CORPS-0£ ENGINEERS

NOV. I, j933 i)rt 202: SHEET 3

FILE 42614 E-14-1

¾'if bars- lZ"cfr,,.

bend in field fa clear -qronite and qn1/oqes.

f';Jbars-lZ"cfrs.J .sfroiqhf-

Bearinq Slob 4e"x4"x 3'6" ,5ef Flu.sh wifh fop of pier by .S,,persfrvcf,,,re C'onfraclor.

5vb~;frvcful'>!! Conrrocfor .,;/,all provide recess in pier fop 4!0"x 4'0',r 6" deep. z7:o"c.fo c. Liff 5pan 71-usses

. J_

6'-10" .

~~~~--!:::::=--r-f.L.r--;;===I=,-=-=-=-=;-- l

~ -=·· i ---=--P.----.--'-------, ! ~ -+---+---- Fl I . ~ I I ---- , LJ. CV) I I //'·

+ L ______ . ---- J ~,,,,,...,.,,,..,.

6!6" --.... ~ . ,___,~_.., ......_ .-,;~

1--~ ----- ----~ --..__,__.y__J__J.-._.L____.L_._.L.l====-=-=--=-=-=-~--#-"c:--=--,=-·-

-1-

Al -----7, --------- n------- - -=;-=r= - --. - - ,---- ---------------

3-l-';Jhars (benf) in Taceof copinq a!fernafe will, /on"t,,,..I J'i;bar, -/Z''cfr.s.lS;O}onq 7 /.;)l " " 9- G " ----+ 3-}"Jbar..s -JZ'i:frs. G'G"/anq sfraiqhl-}

-spaced a/f. wifh lonqer bars -

PLAN V/l"W- .scale

§!O"

No-re::

Pier"B" is shown. -1- Pier"C "isoppos·,te hand because of duct.

.33'0" c.fo c. aJc Tovver Cclvmn,;

11 3z:o" c fa C. f 6rilla~e.s I I

6ril!oqe 9!0" x IO'G" -fo be j I I furnished by+heSvoersfrvcfure C:.-5yrnmefricalobauf ~ excepf -for Confroc-for and ,:,laced by fhe submor1ne coble due+ Sobsfrucfure Confrocfor. 1 • See SHEer /5 tbrdefoi/s. - j I

- • -li+I +------"'Gc,,8c.._' O"----' .. ""'""--'f--'f;'=o'-'1 ~"'!'-'f___.o~f'----"'un"d."-e"'r'---'s""i"'d,"'e--"o"-f---'C"'o"',o""in"'"'-~---------"'!

~----'3,,.2~!70" c. foe._ of Grilleiqes 33:0 ... c. foe. oF "lower Colvrnn.s

8poce ovfh'ned ./-a be Finished -fo provide seof For 1.ock Mochinery ond .Sfr/nqer Shoes 1Nhich ore ftJ be s6'f by .Svpersfrvcfvre ConfrocltJr.

,. al'!Jbar~ -lt:"cfr,,.. eochway -r--r-o- .......... ..._,............-.

~1-- llll·lllli

HALr .SfCTION l3ELOW COP!t/G HALI'" PLAN or PIER TOP elev. ,oe.75 . . , ;J"f. ars IZ'cfr~~8<6"/q.(~enf'i. •t

-~=-~~-f=rf"~r-=e,~r.~etJ'.V.:..!. l~OJfS.~. 2!r!5~ ""'ml !oi 3• r . . h, y-HH-c=---illl

DfTAIL Or COPIN6 .5cole -f!"-110·

[1J

2 Z Ancbors lfx i"x 1:G" /onq in each sfon,J. Anchors /ef info fop or sfone of leosf .5",:,no' cavn:fersvnk, concrefe end upfvrnedof /eosf.3~

. , _ - • J 5 courses Z,!O"fhick aronrre roc1n9/blocks approx. z,!o"x4'o"

All sfones in same course cn,mped -foqefh"r wif,I;, fwo

:::;:o~;t,.,~ cramps l;f''? x 1:0"/q. /ef inlo fop or sf,,ne.s of /eosf 4• and counfersvnk.

l.lJJlll 1111 ' ~~ L '"' l,a-J-+ bars - 6 'i::fr.s. IIJ'O"/g.

.35-J¥bors -G"cfrs. /3'!1.lg.

Cuf bars In field fa clear qranife.

I It • ,1 I I I I I I I

I i I I I l.1 i1 I I I I I I I

J. .I I I I I I l 11 I I I I I I I

\ -:;- • /9-J/?bars-6cfrs. t!'O"JqoYen_ucf, j -+i . ~lophoriranfol bars iJ~bors-lZ drs. --,- 1 !dit: I I

£:!las req.uired.Sfaqq, r t"LJ¥bors-J5'0'lq. os shown f-..---l -t- -r- __ lops tJ.s shown .

. in HALF SECTION above. - 1 J =ti ,_.=

~~bars-/Z"cfrs. (benf) _ 1 ~t..fi

I r

----I - --- .

I,±'.,, _ _-~,,..,~-,., __ ~..,,f "~Dowels

/E'cfr.s. 9'0"/q.

I l I I

I i I I I I I l I I I I I I .. I.. · I I r.l · •. · -

- t-~_ ---t--i,c-i._ (I· -·.I-:'-, .. , I • • •• ;·:..· H .-+;~:_ -·

· m·, - · -• .. m· -'· rTI:/ -I I . l: '.I I . I .

I I I 'I -, • I I " I I I I I ltM ;-;H ·;t.

I' I

'I I -, • f I' I :

I I I I I I

I

- - ~ -t+-1- t-t+--++-1---<- - t-rn 'r'h rFJ l t •. : I, -1 • I I• I I I "I I I. I I I I

I I I

1--1--'7 -

Ill;;; >;;;;;; b k:, "-'

I 7 I I I I i ~ r-cf I I

I I I I I I I I

3'.4' 3'0 3<0" 3'5" .S'O' 3!0" 3c5• 3'0' 3:0• 3'5" 3:0" 3'0" 3!5" 3'0" 3'0' 3,5· 3'-0" 3'0" 3:5• 3:o' 3'd' 3:5• S'O :,:0·13:5· 3'0' 3:0· 3'4'

88"0"

HALF" 5LCT/O/Y THRU LOt/6. f. or PIER HALF ELEVATION or .5IDE or PIE/2

/VOTJ:S:-

1.op bars 40 cfta,nefers.

Olsfance from ;l"'c,ce_ol' Concrefe fo cenfer /ine or oufer pion" or sfeel is .3#. "min_

.r

·l

Nore.· ReV/sed-Au.9- 3/, /934 - /i'e/r,,farc..-nea:/- OCTr.., 1n ?',porfaundaf1o.r,, base e/hninored.

.See /sr /nd. o'afed Aug. 2.5; /.934 .FJ/e 1~4 CCC.

27.3

Presenf surl'oce of eround of Pier 8-;z

Elev. 75.0

5SO'O" c.fo c. cf Piers 8 and C

E '';1.'hg_e~v._;5.9.~.0rL..........Ul.t::::q:;:; ----..~rt~ ~ ......._........: • ...,...., h -'-- ..,, rn ~ 1-·r_, r r ~. ·r1-r

: :",·: r-T 1·111

!:le ss. 0 . , i - . • ; , ,, 11 , 1

11 , 1 1 11 I I 1 1 --~"'-·--·~·-.1:tt---1 - •• !1-i--:- -;, . - - t-:-- H-H+-+t+--+++-,1+r1-i+t-i-+.;---/l

' j : ' I I

' ·.,;. _. • 'i !', ·ly

;;,J

/3offorr,.of Canal elev. 56.0 -,,,,.,,;;;,;;,,;;,;;,.;;.mm=,,,,.,,.,""1

I> ' ' BoHam edqeof ~ '•: . £! ~ sh

Elev.

~e+ pilin9 .. ' l --

45.0 I

J' • . • ,·i ,,, 1·: ' . --

3!4" 3!0' .3'&" 3:8•'_.3,i,3" j<,:f'I 3'8" 3c3 Elev. 40.0

HALF 5ECT. THRU f 8RID6e HALr eLEV. OF END Or PIER

RECOMMENDED e,y: L?n A /_ /7 / ---_ __c; .L. :_/_ff,_~_a __

PARSONS, KLAPP, E'>R,NCKERHOFF €, DouGLA5

CON$U\..TING ENGINEER6

14?. MAIDEN LANe., , Ne.vv YoRK, N.Y.

WAR DEPARTMENT

CORPS OF ENGINEERS. U.S. ARMY

OFFICE OF DISTRICT ENGINEER, BOSTON, MASS.

VERTICAL LIFT RAILWAY BRIDGE

OVER CAPE COD CANAL

AT BUZZARDS BAY. MASSACHUSETTS

MAIN PIERS

BANDC

.Scale in fee+ E•=="=<=+=<=~a=±c=="::;'5=;,F.s;i';';':::';:,==-'1=G====<•="=====>3'

APPROVED I!' ...f'.'... '£IL".''-.____,.. ___ - - - -

OF-ENGINEERS

-DR &Olt - SHEET 3A

FILE 426/.5 E-14-l

Yq.

'19-

Nole: If' .side walls ore Mr poured monokfhic w1i'h rmnf wad leave recess 9' deep In front wall os shown fr.s

• I.I) ., fheir

I~

Svpersfrucfu= Svbsfrucfum-

19' O"

~5-/?8or.s-/o:o7q. fben,'J I il

I • I I I I

~~;,.YI I I I .

~ ~-L- I l ~-/ i..E. ~

''r1 ~

1 I '1),1 s

I I --!l lj

(j, I I ·" -1: ., I I l

~-l---. --i I j • t i l- "' ~ ' . ~ -I

I t ! 1,,- Cot bad< qronife h,s,.-:,der:5"

I I ro clear anchor bolf.s. I ~-----;, i . .I ---f+- . -.7v. Ouflti?e ~r beorin9slob abov~

I I . . ·tm.· ' :q,- ! .: ~ L ----' J.

I I 7 .

~:r:.t7

I

Section A-A

1'6' IZ'6" .5.!.o• S'O" 0)

I /4 •./1' .fJar.s -Z0'G '.19- (8enf) I I fl S'f. , "33 _<

I I 4 'Bar.> • /6·0 tJ - ~ .' I I I r- '7"17.!r ct-

I

1!?'17"

Cj

-7

I f-T lvj

11 I ~u:~-J.''¢>hr.> , ~-''?"lg; 1-'o·cc1r.s I I) 9-.$ I &rs " 7-01y /-<Jcfr.< 4 I -<j>

I 1 I I I . . - '-- S~ced .:r/T. w;rl, kr.s 4- ! 4

/n Secr/oa 88. ' . I I

I J l' I - - - -- ------- I

I I I I

_I

HALF PLAN

IZ"G" /!(:,'

I

I 3_P..l ' JI G-4 ., 8ar.s-4Z·6 lang

(benf Z"G'info side wall.,, ofend.s)@/!0cf.

G-}'¥ 8ors -43'-G 'i'q.@l-oclrs.

(benf l'O' ink copinq of each end)

38-.jp ,5or.s-9:0i9.(benf)@l'Ocfr,y, 3-.j¥-8ors-4I:6"1q.

mfo/ or G3-;f''fE!ars-7'G"/q. 1 @l'O"cfrs. oroundperim,s,fer >---~--JI or copin9. {

Gronife --r--'---, j

.-r

I ---....,==~~~l-.--J / 14-J-¥tJor,y-JT-Oi'9- &/'Ocfr.5.

~ j \ i.--z-J",f, 17ars-/OCO" (benf info cop1'nq of each end or bar) l"Z t3-J"tllars-ZG'6"/q.

@/!0'cfrs. horiz..

in each end oF base

:I: I--~~ .34-#.¥.501:5- ") J4'07q.@l-'ocfrs .

i) Jr

1 45·,l "f.Bar.s -?l'G'/q.

L_ @/.'O"cfrs.

I 5ection e,- e, 128'0' -fc i Main Pier

Elev. 113.00 -z.:: I 1 .

-4-,f-'¥.8ar.r-ZO'G79'.(/3,!nl-) / I I ~btd. < DJ,proYided t-ffo/e ~r condvJrs £.side or llprVh

.5feef beorinq slobs and anchor bolfs -rvrni~hed by Conrracfor and placed by Cc,nfrocfor. Anchor bolrs fibul: A, 6'0" Ian,:; ·fr,r Abuf See Sheet IS ror de'fc/ls.

;_,.:,, l'onq /"or Ir-. .33!0"c~c Tower..5ron ,;~ J'uh.H'r. Conlr and ,filled b!f Su)¥"1fsrr.

Trt.1.:;,5t!!'S. or'4 /i? a/ace . 1 I Contr. e7.rf'8r co.ndul'1'$

.o I . • '-- .3-J''ff3,,r.,-. 7!o" (9- ror , - ' I •

I'--. I I f .&;,,a',;-, he/cl os re9d.

• I llbrrh .4k/ en/fl'. I I ,Elev. IOE,.50 ·- ,.=~ ii I blrs ,;, Sec. B8, r- -- r- I I 1l [[ 6 .,:,_;,, . - •. .. r ~ _r,.,,..."'.,. -,;;. wd/J Ii !I I 1~Elev. l05.00 -

Ii - If -4 :8ars-9·07q.@/-0 c-;r.s:

If i 1i I 1, /.OJY,,Bar.s-7:019- @/~"crr.s. , '1 ~I

1, '1 I ill I :, 1A 'i li Concrere c,-fiove .E/e,-, /0.S A 'i i " I '1 I II robe cb.ss ;A,, II lh

:1 I ii 11 ii II I Meon 5eo Level Elev.

i 11---·---·-·-·-·-

~ !; : Co.ncre.le be.f-Ween EIBvs. 8G.5 a-nd /03 ' 11 I .

I Ji i 1 ro .6e c-bss ':B n I I 1!

I IJ I I I 11, I 11 I -

ii ·j I Ji I I l~ I .iL 4, I .li ,.i6.8o , ,, f. • - I .-fJev. 95.0 /4•;, rs@ l-0 c r.s.

~ lenqrh variable. Ct;f fa fif granife i i I

Ir-tic. /0·,t>/>Bar.s-fT:'?'lonq (8enf) l I I I I I I \ opprcx. 1-0 errs. ' I I I I I I I I I I I I I I I I I I I I I • I I I I I I I I I I I I I I

'"Elev. 8G.5 -- ----- ---------

JOO.

z,o· 4!.0"

- -- -- -----· ,----- 2!07' .3, :.o,, 4'-0N z!o" 4-ziLo" z!o" I, /3-f"<I Dowe/s-G'O'/q. @/-'O'clr.s

Conc-re/e /n ba_.se ro be cbss C''

76-:f:, 8ar.s-S'G"lonq (benf) @G"cfrs.

.38-J,¥ 5ors-lO'o"Jq.

<iP l'O''cfrs.

IZ-I? 8ars-.39'01/q.

@l'O'cfrs. Hookedofeoch,s,nd

D

19-f"'! !>ors. Sir. o.s. Face} as show-n /g-J·.; EJar.s. Sfr. l.s. face eq.val spaces

/'I#> Bors in each f'ace, os .shown in .5ec. A A

,.Elev. 77. 0 \--------------+------------¥ Elev. 77. 0 IZ-'o" ;oco•

Half 5ec-rion c-c

46CO"

HALF FRONT ELEVATION 51DE ELEVATION

REVISEO APRIL, 19.:14.

t"f/Jars -4'6"lq.(benf) @ 6" cfrs. Tofol of-

BG re9·d ror -/'wo wal/.5'.

.Section D -D

Hor.cs:

lop bars 40 diornefer.s.

/)1.sfonce f'r,:;,,n !'ace of' concrefe lo ii!. oufer plane

<Jr Sfee/ h 4J' In base, Z'j' in cro.s.s -f,;, and 3{' ,./.se where.

Confrocfor shall svbm,f scheo'we o.F pcun°;,9 and locoflon of' consfrucf1on ;'o,nl-$ /'or ihe opproll'al of' fhe Engineer.

ror clef.ails of Anchoring 6ron ife see .5H.:£T .3 .

E5TIMATED QuANTJTIES IN Two Ae,UTMENT.5

Gronife cv. yd.s:.

Concrefe 80.ses

Wolfs Tofo/ cv. yd.s.

Reinf'orcinq.5feef indvdti?q bo.ses lbs.

1$-.f"F .5or.s@/-'7'i::/rs,(benr) 5pa-ced Nith verfkal bars, B" .Section F-F

APPR.OV

___ ,@-'2[,f,,j\_~~__)...~_.::-Lili-~~t:, ¥- PARSO~_PR, BRlNC~ER.HOFF 8 DOUGLAS

CONSULTING ENGINEERS

142 MAIDEN LANE NEW YoRK. N. Y.

WAR. DEPARTMENT

CORPS OF ENGINEERS, U.S.ARMY

O.FFICEOFDISTRICT ENGINEER, BOSTON, MASS.

VERTICAL LIFT RAILWAY BRIDGE

OVER CAPE COD CANAL

AT BUZZARDS BAY, MASSACHUSETTS

ABUTMENTS

AANDD

.Scale in Fee+ "4=='3"=''="=-='="'o"'====c±c4===='-'6"'====-••=·====''6

APPROVED ________________ tf.ZIOav(_ ____ _

~LT.. COL. C0!:2.PS OF ENGINEERS

OCT. 9, 19.33 0 Ft. 20~ .SHEET 4 FILE426f6 E.-14-1

Elev. 8o.5"z

\., I \.. _, "-.L .. .' '_.I .......... ....... - I

--~-+---=F-----f---1---f-lRLF PL.AN THHOVuH W,FF.:/;Zl4M

,5,,ow-wu fl~Es

ABUTMENT D

f-lALF PL.AN AT ELEY. -8/ ..;m>,VINu .,,f'.;/NrOHCEMENT

: 1 1 1 : 1, 7 1t'1, 1, t1 rf 7 ri1 - ·1 r, h rt1 r, 1

1, 1 1 t1 rt1 r t_ 1

:!7 rt1

I I I I I I I I ' • I I I I 1 • I I I I I I • I I I I I I • i ', . : I I I I I I I ' I I I I . I I ' : I I I I I I

Elev. 77. (l_z__ --L---tl -t. -t1---j17•71 __ H-· t-1 _ 71-H1----t+t----t1 tt' --+I++' --H·-i1H•H1+tl--+++I --,'f+,',--1'++1--+1 ++' _ _,1f-h,f---+I ++' --+' ++/ _, '1"5 23~0 long ; 0o··c1rs. ,, " . , .. " r:-, ,-, ~ ~ ,,,.. ', ,~, ,~, ' L./ ' l->'-'1 I_.,,, '- _, '• I \. L-' ' / vi/·,_

I

' ,, .. , ,- .. ,· ' ,~ '\ ' ' 17 '- / ·, , ' i..,· '· _,· ', ., ', , ' ,' ' r ' _, ..

" I \ L./ ' .., '/ ', _, I ' I ' • ' ' • ' -'.

I ·, , r, ,·, , . ... I ·, ,· ' \ _/ ·.,_ , ,, '· , '· ./ '- j

~) ( ') r------ ( --, '· ,--- It---, ,-t--- I ·, 1::z: ' ,' '· I " >-'. '- "' '· I r------ --------

N I", ~, ( -, ,, ·, / I C--, ,, r, / '.

I. f<J----.... ( j '-I--' ' I--' '- .,,- " r----• '--r----..., ---------- ( "' ~1 f--- (-. I"-\ , r, '----.... ~ ' ,• \ ., I ', , ,c' l -) \_

' r-------

/ 06" .:J'tJ" 3'0" 2'9'" .?'9" 3°0" z,9· - . - -•- -------

23'0'"

IIRLI'" fzHN MROVdH CorFE:RORM

.5MOWIN6 /}LE5

ABUTMENT A

'Ill Ci, !i 11:i ~ --f_j

----' 1---- 1'"\

~ ' <:::, -· .If") ~ ,· I"\

0) ..

I I -- -- - N")_ e-L r r---.

'- L-'

ll) ' iri <::i ..

' ~ ~ • 1'"\

" ~ \D ~ •I '<.i

\ ~r

,?"9" F6. h'a Ir J'/q17 ta'e,,f/c-a/ wi al Elev. 8/ 1s

,'/2- /1/Julmenl LJ rr~- Re-bend bc?r.s- mqrk 84 a.r .s:l.,awl?. .5,o,:;,ce and lap wifh :1··,,. b<?r:s 21°6";;, fop c?nd bolfom or /Jase ' I

(of---+=1~.~~

I I t- , _r ___ t=I I ,--fl7-fl f1-:1I l ! -rlr; I I

I I I I I • I I I

I

I I I I I • I I I

1 , I I I I • I I • I • I

I I I I I I I II I I

I I I I I I I I I

I

,!J,7ffer all ~/e5 1n ll-onf row c,:, mvcn as Caf"rerd,:;m brac105 will perm,/ vp fo ,:;;, Nd.I". J,.,.ffer of" /:4, RE~:~~~:LL_~d.<O<J£?£..L __

WAR DEPARTMENT

CORPS OF ENGINEERS. U.S. ARMY

OFFICE OF DISTRICT ENGINE.ER. BOSTON, MASS.

VERTICAL LIFT RAILWAY BRIDGE

OVER CAPE. COD CANAL

AT BUZZARDS BAY. MASSACHUSETTS

PILES UNDER ABUTMENTS A & D

APPROV

.Scale in Feet

¼i-9~.'fl==- -- -- I • - -------

PA~.SONS LAPP, 8RJNCK£RHOF'F:6 DoucLA:S C0Nsu1..TJNG ENG 1tJ~Jl'RS

01234- 8 l2 16 20

APPROVl!P ------~ENGINE~RS

142 MAIDEN LANe: NEW YoA.1< 1 J'J.Y. APRIL 13,1934 Si-ITT 4A

FILE. 426/7 E-14-1

All Boffon-o Laferals .Silicon 5feel 21,8xGx¾" 2/§13xGx/i." 21;8xGxf" Z.L,8xGxl" Z.f§GxGx.i;"

15.12°g,; 10.5 •·nt. 14.ZZ"qc 9.1 •·nJ-.

ZL<GxGxic"

11.50'\'jr. 7.4°"nt.

ZLs8 X G:,: f!"

2l.44'qr. 14.B""nt.

s. R. •19.e ~r. 12. z•nt.

2Ls8xGx ~ ..

21.44 °qr. 14.8 •"nt.

5.Q,• 18.0'/i, 14.8°,;f

19.88'tjr. 13.7°"nt. 18 . .'IO'qr. 12.G "nt. 16.72'qr. ll.5°"nt.

.9.Q. • 151 !jc 13.0"ot. 5.R,14.8g, 122"nt. S.R.• /3.!J'/jr. 11.0"iit S.R.• I/. 9'!jr. 9.9"nt. S.Rc /Q4 "qr. B.8°iit.

2LsG,rGx[G" 12.8G"gc 8.2°·"nt.

5.12.- 9Z'ljr. 7.9°11}. ,., s.: •"t 5.><." lJ.2 ..,r. 7.0 n.

-~- ·---- ~-::Jl!~-!!_inccco_n_fo_c_f""70c=~-- 1:oF Truss -----,,ac.,,.---.L_=

-..f'u-: / ,v1- A I //

<t: 5Tri nqer

\.9 --

', 't! ' • .... in 4.-: '~ '!,-3:1/ \j '-<~ o/~/ \j ~---,___ -----'='----- ------""---__ v ___ .....:""-'-- -----'""'----fol' Truss l:':>OTTOM LATERALS AND 5Tl2INGER.

Loiero/.s /o .be rlv-m'ed h .,.-/rinqers a/ eYery 1/Jler.rcc?'ion.

us

BRACING

UG U7 U8 us

T : {All lop Late_rofs 4L-" Sx3x ;t" .:'}//icon .Sfe.e/ i ~ . I~ :1,~ "" 87

_L 7iePJs. 3Ox-/t" D. Lac. zixJ"

TOP LATEl2AL BRACING

Il UB' U7' UG'

US'

4Ls3ir3xl" 9 ?O""r. G.20"nt

.!.. . .J./:. ~ aG r· 1.ee. u

II Mernbers D L ~·-- , .. .. L'2, 1( 7:f

• ?ls.15x"" if "I ,)?ivef.

eachL.

4Ls 3-i.x 3x §" ' 9.i:O'lji: G.ZO'/if.

l 0 f!j6_8r r 1.8?.~ v

O.eAD LoAo R£/ICT✓0N .nr Po" /040 '<_per truss.

Re..-,cr/ON or t/PPL.e Gv✓D£ U2

U4 U3

U4' U.3' uz! D li'o,,;eR {J'pan t/p) • /35"

UI U I'

uo

UO'

~ ~1- ml~ ~\C(l ,:_\CII ~l~ ~"' -:.,\qJ

N~ 0 ~I~ [() lO <o 0 -I<) -_____ t:- I ---~

\l) <-- (l) -·

\.9 (Q cc ., <') If) \l) <J) <ll <ll <.!)

<O U)

'<I' 'II ' I

ILL.JI

¼- Civ10£ ROJ..L.£R ~• i':Il

: L' ' I

Bose of R. ii

R£Acr✓ONS AT Lo:~ {Jp,,n 1./p)

Lore=/ 6v,ae esk ,i

Lon9/l"ud/i10/ 6vide~====-=-=-~===*========t=-======f=-:..======t=-~=====t=======:j~======jj~=======1~=-=====~~==-=====+~=====-=t~'.::::'.~~~==+=======t::::::=-:.:====+::==.:..:===~f:':==:;:;;===~==:...:.:===~~=--=====:::J I~ Lje' L 7' LiG'

' 11 /"/,1:S end onl,:r I I • "-' ,\l, Kl

I

I I I I I I, '1 as'qhove

' ' 'r

I I I I I I

8ose(>fRa,1

5WAY FRAME AT UZ L2

AND AT U4L4

U') (\J

Base of Roil I----~~---

5WAY FRAME UGLG

AND AT U<5 L8. Carl,on Sh::e/ r--~l

- 483'- 6" <L, _ _J, ISO~_per/rv.,-.,-,n'LO LI L2 L,3 L4 LIS Lio L17 LB Lf-3 'cc.'c'c_---'='"'-',--='--------L+l5_• _____ L-l[-4_• _____ L-l,-:3_• __ t_rl·_-·1J- LI'-·- L,I' LO' l:

'<ii I .'30'.3'' ~nel.s @ .30'- z,1~"--~~- I ~ I I ~ 1 j~ G~I • '.o" ----+---------f--------f---------l---------1-c=--;'-'· Live Bear1nqs 544'-o" Grad"\• Vertical Curve ----- ·1 "S•• ----- -----+---

" :).iit i ~

Carbon .5:teel I ! I

I I i_.. 1= of 5heavee, ' 17.. 23" • 23" -------~1---_11_,~_·· • ·---------tf' __ f!-o~" , II T" I ... : z'3" ---- I ~~,~~ l-1z_,_xe_d~,6=n=d-==lf'=Z.=3z=====t=.:..====--{-~!"----+- _ __J_£_8_3_"_ ~ ·1.. f ,~ - I f S_32___ + f 6~2 -b----fz.~ ___ "_cx._~"v,s,417)/70' "' _ f t ,r -} r Vertical Moment Vertical 5heor

Rope Load 7770000 '" 1276000""

LIFTING GIQDER. Csiliconl

Re,1cr10N AT Lo- ,N "'"''-' Pc.e sNo.£ OFF.SET DIAGRAM FOR. E>OTTOM CHOR.D Girder Load - I 10000 - 20000 ,., d L d ~Jpon LJ°,";'",) ) _,. Raise 5tr·1nqere 6" ot L2, L4, LG, L5. Total 71&60000 1256000

,_,,,,,, oc, ,Spqn 4'nuo/ooce - .S Lateral Bending in topflor;,qe Web Area reqc!@14000•/□• 0 89.7°'q, Live Loc,d . 925 duetotemperot1Jre - 114000" Use 120x¾" ~ 90.0°"gr.

/n;,pc,c/ 83 Net 5ection Mad1Jlue -Vertical Bending• 5140

/0/a/ _ 1013 Net .Section Modulue, - Horizontal Bending, 15 2 Laiero/ J.11/nd /loriz.=1.~•'" Yerf. :/~o ~ 7i ~ Mox. Bendinq in top flanqe Vertical Moment - /7900 "/a" L.L.Lareroi • ± v

-1 , ~

- /Vore.· l#i'/2 .r_p.:v7 cbw/J ond 170 //ve /c>7o'. r/Je /'/>7asrerse cearer//7!1 I Mox. Bending in top flange liorizontol Momen-l- - 7500 •; a• device wi/l re.n:S-7' ?fie T/"o.nsve-r..re NN?d hod or e.oc.h end ft = 25"\00 ~/u11

Lol?qi/.Mnd " ~I.SO ± lJ ,1;Rer.t3or,,ig-. Allovved 24000 x 1.10 = 2G400"/c" 'lroc//01? " ± 1.50 r 2

Dead Live Impact To+ol d • 2.8G'

.STR\ NGEl2. C5ilican) .Sheer Moment 11500 ~ 81000 ...

.95100 625000 .92400 G08000

199000 1314000

Flonqe S+ress ~ 4GOOO o 5.12eqd@22000= 20.9°"Ne+ Web@ l4000 J4.2°" Gr.

INTERMEDIATE

5hear Moment

FLOOR.BE.AM (Silicon) ...

51:oc,-10N: - Gr.

Web Pl. 48 x t • 24.0

Net"" Dead 27700 ~ 210000 •~ Live 1302 o O 1335000 ln1pacf- I IGOOO 1190000 Toto I 27.38 00 2795000 d • 3.86' Flonqe Stress = 726000 _, , S. R.eq.d @ 22 ooo - 32.9 ° Net Web@ l4000 =- 19.5 (I'Gr.

Flonqe:

i:kor~Web 2LS8'Jo:Gx:,¾" lCov.PI. 13x,&" !Cov.PI 13x!"

4.00 3.00

19.88 15.38

8.94 7.56

8.13 G.88

40.95 32.82

EMO FLOOR.BEAM C Silicon) Sheor Moment SECTION: - Gr: 0

" Net tl" Dead uve Impact Toto!

20800,. 190000 ·~ Web Pl. 45x½" = 24.0 109500 1120000 105700 1080000 236000 2390000 d, -3.81'

Flonqe stress - 628000'" 5.Reqd @22000 = 28.5 ""Net.

Web@l4000 ~ IG.9°"6r.

Flonqe:

'tor-8Web 2l5 8x6x. !"

2Cov.PI. l3X/,:

4.00 19.88 13.00 36.88

3.00 15.38 11.00 29 . .38

Cov. Pis. Top and Bottom Lengths 16 'O" o.-,d full lenq-\h_

UBE SECTION: Comp.Flq. Comp.Flo. Tension Fig. Tension Flq.

Gross Area Net Are□ Gross Area Net Area

8Web (120 ~ ¾") 11.25"" 11.25°" 11.25°' 1/.25""

JL,

2Ls 8x8 x¾" 22.88 15.95 22.88 II. 44 2 Flq. Pie. 16x ¾" 24.00 24.00 24.00 I7.25 Top Flq. C. f. 3G x -/;" 18.00 7.50 Top Flq. 2~4x 3x!" 6.50 5.38 Bott. Flq. C.P. 2Gx½" 13. 00 8.90 E'>ott.Flq. 21? 4x3i:, xi,;" 7.00 7.00

78.1.3 1;;7,10 82.G.3 52.82

5fruf Cnv.PI. .32 x '"] 4Ls4x4-x¾"

U0 -rl-r+. =-===-2-Pl._s_. 3_4_x=,9=,;·=i'=._---+._-__, ~z'-1--,.r'.l.c,-l-\:\ li=e~L•~4e:a-,,,,.-x ""-alax=g='" '="",ifu,,,,,,I 1 1----- 1 1'

LIFTING i GJJ<.DER.

Bo.seof Roil

LO _ _,__-END FL OR.BERM

.SEcnoN: Web 39xi 19.s""Gr.

Cov. Pis. Top and E,ottom Lenqth.,: .'r-2o~o"lg., /f,"- IS'O"lg . '-+~--------'-------..LW

27-' o" c .~ c. F TJ-usses

~criJ Web c.;. 3.25 2. 44- 0 "Nef I9. 4G 2L5 8x6xl," - 22.96

26.21 °'Gr 21. 90 °"Net

ToP CHOR.OS

Uo U i:! Uz. U4- ' U4 UG '

DEAD LOAD 625G 1446 C 1858 C

LIVE. LOAD 534- C IIG3 C i 14GS C

IMPACT 49 C 107 C 135 C

D. I._.-, I.. L.. + !.

1235 C 271G C .3466 C

D,L.+L.L.+I. + REVS,

WIND TOR. C IG~ 331 445

L.L. LATEQAL

TRACTION

DESIGN 5TRE.S$ l235C 271G C .3468 C

BENDING MOMENT

1/r '27.4 2G8 28.1

AlloWABLE UN1T 5TRESS

13.13 C 19.G7C 19.G4C

5.ECTION AREA R~QUIRE.D

94.0 °" gr. 138.1 "" gr. l7G.6 °qr:

lC.P. 37x~" lC.P. .:37x!" tC.P .:38x I"

ZL>4 x4, r,;" 2Ls4x4x ½" 2Ls4x4x~" 2Ls8 x8x ~" 2L~8x8x I" ZLs8x8ic I"

.SECTION USED 2 Pis. 34,,f 2Pb.34x ~" 2 Pb. 34 x ¼ n

2Pls . .34,¾"

AREA I 6i:,_a.ss 121.35"" 138.25g" 178.36 °"

OF ..SECTION I NET

~f':CT!ON MODULUS

MATE~IAL Carbon SH icon Silicon

I

BOTTOM CHORDS

.. ------ ----- . . -- -=-r U6 Ue Ua Ue' Lo Lr ' Li Lz 2080 C 2145 C 0 1091 T

0 884 T !Gil C 165! C

0 81 T 148 C 152 C

0 205<; T

363.9 C .3.948 C

Sil .524 103 503 46 218

150 145 299 T 2921". T

3839 C 3948 C 299 C

21',.4 28.C:. 31.4

IG.OOT 30T

19.GS C 19.GZ C 13.09 C

53.1 0 "ne+ 27.4 C"ne+

\95.6 °qr:

ZOl. 2 cigr. G4.9 ""gr.

!C.P. 39x\" 1 C.P . .39x I" 4L$8)(4xt" 4Ls 8.><4 x '£" 2L5 4x4x¾" 2Ls 4x4x /!." 2. Pl~. 34x~" -4 Pl5. 34x fu."

ZLs8x81t \" Zl-~ Bx Bx I'' 2P!s.34xi" 4Plo.34,~" 2Pf5. 34x S" ZPls.34x&,"

197. 22 Cl'' 202.-0l U" 69. 75 °" !IG..50 °"

59.06°". 9-9.GZ: 0

S"ilicon .Silicon Carbon Silicon

J 0JAGONALS

Uo LI

L3 Ls ' Ls L7 I L1 LS ' ' L.L. 2 f 2 "lo LI

IG70 T 1980 T I Z120T 1079 T 1079 !

1324T I 1542 T I IG37T 918 T 104GT

I

IZi'!T 142 T I \SOT 84T 178T I

.:lli<oT 3GG4T I 39 0 7 T 20817 3202T

I I I I I

787 .9GG 7 1044

.341 418 I 452.

136 127 I 118

4380T 5175 T 5521 T 2081T 320:3T

,50T 301" 30T 24T 3GT

l4G.0°n'e+ 172.5 c:i•ne+ l84.o 0 'r'le+ 8G.70'flet 89-l"'nef

4!§8;i:6 x ,k" 14b;8x6x ~" .4LC8x6x /-f;" 4D~ 8:xGx 1,;;,."

4Pls.34x [~" l4Pis.34x ,'G" l4Pb.34x ,'~·• 2Pb. 32 x 8" 2Pls.:34 x ¼' 2Pls.34x 4-" 2Pls . .34x' ¾" 2Pls. -32x {~''

2Pls.18,..-"

2Pls. lB,.4

171.50 °" 201. 74 O" 214-38 D" IOG.24 °"

147. 87 D" !74.17°" 184.56°" .90.50 □"

Silicon ..Silicon 5ilicon Silicon

NOTE: All .stresses in thousands of pounds (kip:;)

All unit .srre5.ses in kips per sq.oare inch

Li U2 U2 La Ls U4 U4 Ls

L.L.. 212% L.L. L.L. 212% L.L. L.L. 212% L.L. LL. !ZIZ% L.L.

885C 885C C,GZT ! GloZ T 515 C 515 C 412 T ' 412. T

16T 34T C,IO T I 12~3 T 82 T 174 T 45ZT 95BT

772 C 1637 C 57 C I 78C 519C l!OO C 105 C ' 218 C

15T 32T 70T 148T GIT IZ9T G8 T I 144T

80 C 170 C '32 C GB c. G9C 14,:;,c 70 C 148 C

1342 T Z103T 932T j 1514T

17.37 C 2G92C 110.3 C 1761 C ' i

I I

1342T 2103T I 932T 1514 T

17.37 C ZGB2 C 1103 C i 17G$ C

I

67.0 G7.0 77,5 i 77.5

24T 3GT I 24T 3GT

17.94 C ZG.91 c - 25.8G C 17.2.4 C

55-~lfi'E!t 58.4 "net 38.8°tiet 42.l aw net

$G,8°Qr:. 100.otiQr. G4.0 °Qr-. Ga.1t:1•qr.

4Ls8xGx¾" 4L5 8 x4xfb." -4b8;,:Gx'E." 4L.s4 x 4 ;,{ ¼'1

2Pls.3Zx :~" 2Pls. 30x ¾"' ZP/5. 30 x i':a n 2 Pis. 28 X :G"

..99.76 CJ" 70.72°" G8.25 tJII 53.SO""

.58.SI D" 42.BI ""

Silicon .Silicon .Silicon Silicon

Ls UG U6 L7 L7 Ua Ua LB

L.L. : 212"1.L.L. LL. ZIZ % LL L.L. 212% LL. L.L. 212 "1" LL.

27GC 27G C Z25T 225T 94C 94 C G?T G7T

151 T I 3ZOT 354 T ?SIT ZIGT 458T 281 T 596T

380C 606 C IG7 C 354 C. '2.0G C GZ8C 21::G C. 479 C

79T I 167 T 70T 148T 80 T \70 "r' 75 T 159 T

GGC ' 140 C 74 C 15/C 68C 144 c. 81 C I 172 C ' Zll T GSOT 1125 T 2D '2 "i 534T 423T 822T ' ,22C!l222C 15C 285C 45B C 8GG C 240 C 584 C

' G.58 T -I 303T 543T ' ' 23 C 559 C .3GO C

I

211 -r G58T 1125T 303T 534T 543T 622T

722 C : 1222 C 23C 285C .559C 8GG C .3~0 C 564 C

95.2 $5.'2 96.4 96.4 98.2 98.Z /00.7 100.7

3GT 24T SGT IG T 2-'I T 16 T 24T

15.83 C 23.75C 15.71 C 23.58C !!.IB C IG.77 C ft.OB C 16.62 C

5.9 °ne+ 27.4°'net. 3!.2: 0 riet 19.0°~e+ 22.3°r'iR-I- 33.9°11e+ 34.zcane+ 45.G, aqr; 51,5 "'"9r. I.S""gr. !2'.\ □ ·gr. 50J D"qr. 51.7 cgr: -3?.5 cqr: 35.2°qr;

4Ls~x4x ~" 4Ls4x4x¾" 4Ls4x4xf€," 4~4x4 x«-~ 2 Pis. 2G x fa" "" 2 PJs. 26X!G, 2Pls. 2Gx~' 2. Pis. 26 x,!"

52.47 °" 40.G91:1'' 52, 47 D" 43.941:l"

"11.22°" 32.25°" 41.22°" 34, 94- ""

Silicon . iJJcon Carbon carbon

MATL.t?/,4,L ~ /Is no/-ed.

lf'w.ers- Jf in J'tn/7.qers-, JT.r1/79"er LJrt1c//'7q_. r/oorbeams

{eKcepl" end conocct'/0/ls fo trvsses) Q,7d La:Terq/ .5(1-J'/-e;n (excepr 3ortom Larew ls) A/i oll?ers i 'I

V ERTIGALS

Uo Lo Uo Mo Mc:, Le:, .970 C

844 C 844C

78 C ,BC

1892 C. 922 C

IZ4

1892 C 104G C I !700"KiJ>S /;;fo°o :. t,'tf'

G8.6 GB.8

22.27 C 22.27C

147.otl(!Jr. 147.9°Cfr-;

4Lt;Bx8:a:-} ..

Web Pl. 22 x ¾" 4Ls4x4 ){ 4" 4 Pis. 28 x ~"

14"7.0 2 ...

Silicon

-- --- - - --- " HANGERS

POSTS LL 212% LL

GOT GOT 3SC

130T 276T a

IIGT 246T

a .!h'"JL"o T 582.T

35 C

I ' I

30GT 552 T -

..3/()0 "Kip& (oGOO '' K,·p~

60rnio. 114mo.t.

24 T .3GT

2G.7 °ri'et 35.8,;j'fle+

Above .S'-"'ay Frame L'.JLS4x4,r::5'' 4b•4,::4x~" 2Pls.19"ixJ"

2 Pis. 19~ x ½" Below Swo.v from.zs add:

~Ls 5x4 x!"

Pl. 23 ~ ¾"

52.49 IJff 30.94 ... 26.07 O'"

I 39.~9•" 2;i.oc;,••

Silicon Corbon

END ELEVATION U0·LO

SPEC!r!CAT!ON.5: For enfire 8rictqe.

1-

"' N

<3enerol: /'/mericon l?oi/woy Enqineerinq .tlssociofron Spec/Ficofion.s For 8feel Roilw-ay 8ridqes /93/ and ror Movable 1?01/woy 8rldqes /92 Z , excepf as nofed.

Loadlnq: Cooper £60 and 14" Rollwoy Arfillery as l"o//ows:

I- I-

I-

I

-IN

"' N

~~i 1~~•~j~i "~i~••j~ur[•i~iMi-i Deslqn or Web Members.· Web memb<?rs desiqned ror

Live Load increased in accordance wifh paraqraph 43 ol' the A. Q. E . .Ll. 5pecil'icafions.

Desiqn or Laterals:

!:iotforn Laterals - .Silicon .Steel.

ff , /8000 .,_la" except End Pone/•?4000.~ Fe· 20000 - .4G(})2 -a fJoffom Lofero/s fo be connected ,For nef area @ 24000o/a" fo provide !'or porficipofion sfresses

Ill/ ofher Lafero/.5 - Corban .5feel ff = IGOOO "'7' a" fc = /3.'300 - . 2 2 (-;-) 2

Unif ..5fresses: Pounds per sqvore inch.

Floor .5y.sfern ff fc

D l· L + I Carbon Silicon

Trusses 22000, A

22000-6,(1 fc

D+ L + I Carbon Silicon

/GOOO , 24000 ,

JJM-.Zl(/,) ZOOM·.46(})

Shear 14000 Shear 14000

Al.Jove q17/t slr6'.5.ses ore increoJ"ed 25./4 when 11//Nt:>..,.. L.L.L,,,,r.-1--lkA'cr,0111 exceed 2S% ol'" The f-o~o/ o~L.-1.I. .srr~scs t!?nd ore included in des/!7n.

WAR DEPARTMENT

CORPS OF ENGINEERS U.S. ARMY

OFFICE OF DISTRICT ENGINEER BOSTON MASS.

~=~~~-~:'.2Lf 2:,,-/4 .. ~.aAL ___ _ _

VERTICAL LIFT RAILWAY BRIDGE

OVER CAPE COD CANAL

AT BUZZARDS BAY MASSACHUSETTS

A~::~v__,:;_v ___ ~ _/4_! __ - ------- ~Y---~ ~-----

PARSONS_ KLAPP, BRINCk..ERHnFF &, DoU6LA5

CONSULT!NG ENGINEERS

142 MAIOEN LANE NEW YoRK, N.Y.

LIFT SPAN

STRESS SHEET

APPROVED ?/rlma1vi;'/WNI~ -----fjU!.'(!fl(_/c.tJ,:.coRP;; OF ENGINEER5

MAR. 21,1934 .SHEET 5

FILE 42 6/8 E-14-1

c;:s,1; ,:;,nc/ c/,,p ri'1'e/s /i? Liolh &ce.r.

2U4>< 4><i-..>;://con free/ Co~nfer~/i,7hr Gu/des.

Extend tfi cov. p/ on &rder.

2t.s 7~ 4, J.

( Cov Pl. I.S• g

SrRvr Ar Ca .JJ//'t:-o,.; J're~ I c, LON<i!TVOINAL .5H£AVc G1RD£RS Sreel G'/RO&.e ti_, 6u"o£,e ___ t$2 OIRDER_ _!,.,;! ____ -- - {j/F(Oc/f'. 15"4

MOM.IF NT ,,J°H~,"9..-e MoA?.e..vr J'H~A,e Ma-1?.eNT ~#.:"/IR MoM..!NT JNe.11.e ./),e /I .D L~/ID ao~· 3G' 340K-· 120- G.3 .38' /Zo-"' .34" J'"H~/11".li 'OAV /'!GO 4'10 2/IG szq /'!Go 49a /,,-V,,P~t:"7 3'10 '18 4Z4 /06 .390 9-IJ

PL.., J".L -,,:, /M.P. 24.30 024 2GG0 G73 2470 ,:;22

Crwr. ON (i"/,eO.tiRS 3</00 33'1

Di.. ~ Crw-r .ON' (i'/,C.0£/4'S 4280 4oz £;:-,#' .E-C:'T I I" 4 .0CPrH (,_S? I 6-tiOS I 6.S7' /i.ANGE I e /6.oo,J;,fa~ 2.3.1°½1. 2s.z0 n1. 23.S0nl.

,1_,,,,,, R.,ob I e 2000 '111-- i

.:Jz.3°bt.

mra ,q.,,.,. RJiOP e./000/a" b2.4~r. : 67-3uJ;r. ' ,,. z.z 'ffr.

Weo 84""/l" .3&.7S 0_ir- /Ve/, 84 • J - G!J-OO'lfn :Web 34..- ft ,azs 45r. We/, B4~i"' 6'";1.ooai,..

lo_p/"/qh~e: 2£.Sf.x~,-.:z. !

Secr/oN" /!bh!F/.::,nge: ,t; .!J,. 4,,, 1- F/ande_• F.Qnge.• /"/q,nge:

,C.IJ ... l),.. 'i!t. ior ~ IV4.6 ;o,so",;,, 188%: lorj 1¢6 Tl• D I I 3 --gr. 4.53 qr. /,.-,r :,we.6 IOSo179r. 7.88h

5f!!e Sec/ion A A 2Ls8xbx¾ 19.48 JS.38 2b8.><8</A 30.00 24-00 2£.f 3>(t; .. ;: 2/.44 /6-f7 /J,(?,:/{ 01' r°LANt:'£ 30..39"dr,23_26~ 4 I 37 '1;::..:32 . .53%.i 3/. '14'!,,:244.f'Ji.

ST/ P""'4N£ £'J 1/410.£.e SL. 3ilSK4,.h 4"nd2Rs.s-;..;_ 4_/,s 7 ... 4.,. ¾ • 8,ts S"J< 4 x f,".#f,?d ZPJ.s.S'...: l £No Sr1FF&N&.es -??'G°S SbSx 4"' 1t $Q 7.,4,. Ji. 8LsS...: 4., b IArr.eR. .J"r./FFENees 2LSS>< 3-jx ~-- C.r/n'7n,d ZLJ S..:3-l,.oc ~ Cr✓m..- 2b 6.><3Jx J Cn/llped 2L.r.Sx 3;?~j, Cr,ll7.-d_

LoAo

SHE AV£ L0,'/0 .-

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CLe//AT/ON OF ToWER .5.PAIV Lo/1/j';t'vd;i,q/ Mi?d Loads per Trvss.

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MAr.eR/-41- Corbon Corl,,or1

5TRINGeRS- .5?/Ji:on .J?ce/ ... 51,ear M~me.n±

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IIVTeRMeO/ATE /?,OORLJ£AMS - .5///con .5reel Jb;iir MQ/Vent SE.GT/ON: 6ro~s

Dead Load 2'1900" ¼2000,,, We,t, Pl. 47,/l 26.44°- L.i//e Lo,2d /.3(:SOO 1809000 r'lonf?e.1:

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4.41 a• 3.. 3/ a

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- II I -110 -53 + 76 ;; IG -f- 4S - 7/; - <.Z . -

+ .,4 + Ill -1- //0 -f- .S-3 - 74 t 4S :t ;,: + 7,: + co + GO

-S</4 -SOI -2/7 487 + 87 19'1 334 (-104 A-/• 760 - Z98

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