Council archive · source document
Development Application part 2 of 2 · OPW12/0287
b-O
~LengIh aooo / Mh Length 5000 14(X)() maxnun
’I
F41 gdv. mesh pix:ed with Mer
1000 Verticc1 struts at mox. 2000 as -coo
wire outside all Wr:J<way, Cd>Ie
CI1d Moorng Cleat.. Extra Anchor
~ P\ates ad other Plates cre to be
d os shown at mox. 400
200 . 100 x 3 PI with 2/M12 V prov
as with gdvcrisad tiewire.
C
.~ bolts at maxm..m ’600 Cr.I
~V .
~~
0V
~
"\.
~<< 150 x 40 x 3 PI at 400 crs 10
tie RHS 10 f1oa- 9cb. Plcte is
10 be welded 10 RHS with 5 IT’ITl
cfw each side.
cA1=S::11::Z=11=S::11::Z=11 cj
[Z~~:
W~w Anct>lrs OCT 2
o WAU<:NAY sa: ElEVATDl
~
~ OCTAL 1
1)0 x II Plct. (160 Ion]) /" 1000 J,(nmro Ood< Width
with li del Ide t1TCll.Ql V rrm Hwd t.l:rine P Y or 1200 t.laxiTun Deck Width
8 t.ETRE PCWOOl
Cd>Io Anchor 80 x 6 PI (120 )
~-’~V~~~~~
each stde (CAa.E TY ) 1.112 DyncbcIt to SI
S."
Max. Length 14000 / Mn L...-.gth 7000
j:
~~
200 x 100 x 3 PI with 2/1.112
bolts at mox \500 as
Focrn to be
out Lrder
~
j~
2/100 .C
Plct..
~
.(*
0:"
""
’"
I-----l
liO
50 x 50 x 2.0 RHS Cross
Beans at ma>c. 600 cr.
~~r:’i ~el~
130
2/100 .II P
,
OCTAL
~ FMD W~AY CCtN:CTDl TO POOTClCN OCTAL 1 .
~.... :I - W AY FIXED CCN.ECTDl
V rrm Hwd t.l:rne Ay ex
2 rrm AUnmm Sheeting
50 x 50 x 2 RHS Gross
Beans at rrox. as
F CCN.ECTDl TO SI-C IlA 79 PQt~1
SECTDl C -
C ~WALKWAY
150 x 40 x 3 PI spaced F41 g::tvcrised mesh centrcjy
oo.~~
60 x 6 PI (120 ) at 400 crs. to tie RHS pIoc:I!d n 75 rrm skb.
M12 Oyncbclt to Skt> to floor __ Plcte is to Corae1e to be t.(aopoz Mx
3 40 MPo at 28 days)
be welded to RHS with (Pc ~:::::~~ne~~
14 t.ETRE PCWOOl
\ 5 mn ctw each side.
(Pl..E No{) STRUT TY )
~oox ~)~ ~i:1iM12 ’r<V
150 x 40 x 3 PI at 400 crs to
tie RHS to f1oa- SIcb. PIote is
10 be welded to RHS with 5 rrm
c(w ea:h side.
2.
NOTE:
F+l g::tv. mesh placed with outer wre outside cj
Wd<way, Cd:>Ie CI1d MooriIXJ Cleats. Extra Anchor
Aat~ ald other PIotflS ere to be provided as
shown_ 01 rTlOX. 400 as, with gc1v<rised tiewre.
For PonlOOfl9 over ’() me:res n length. depth of
corcrete 1\ocr skb is to be inaeased to 100 rrm.
end "",nun fbot depth increased to 600 rrm.
bolls Ihroug, 80 x 50
RHS Perimeter Bean
PlAN VEW W"y
~J. Gussets (ex 100 x 1) Plot.)
" WIth - 9Jssets to Wd<woy
CCtN:CTDl TO POOTOON
Fit;,.~s Sheath
(BiolOa st-tilXJ),
rivetted to trane.,
with mn 20 rTYT’I
0’"’’’’’’ rxoxrd top
edges
Polystyrene 810dc Pontoon FboL
]
Pontocn Pool Depth
(Mh 540 rrm Mox.
700 rrrn). Depth rrat
ncr-eose to 100 nYT1
to suit heicj1t of the
moaed vessel.
BoT
701
:lOT
li do. shafl tlrCll.Ql
t:.
50 It 50 x 2.0 RHS Gros,
~~~ ):~~b=~ ~’ie.~~’! 4/M12 ole +/1.116 boIto with IonQ ruts :
Depth of Float is to suit Size of
PcntOOl\ a1d LOIXJ(h of WcI.<way.
80 do. RoIer (80 ) BeCJT15 at max. 600 as
detciled en Drawng No. 52425/11/01-01 DESIGN ASSUWnONS: -
-4!M12 to Cd>Ie Anchors (.>5 long)
t Moxnun Size of Vess.. BET,.... 1 aid IXTAL 2 -
WAU<YiAY RCUER CXJtN:CTD4
(t70CO SECTDl A A
~::’.::.~-(T
-
_
:: = ~\~f~~V~~ ;; ~SO ::: F WN:CTDl T9 61 ~IlA TO POOT()()oj
NOTES ON FffiEGlASS S1H -
~Length of Winci’ood L Vessel =. ,.j1;11.
...
...
(rot to. exceed Pontocn Length less 1 metre 1 :
POLYSTYREN’: a{)Q( 15 -0 BE STRUCTLRALLY
~~’:,’!:nf(of’=~V~~x~ c. N/.;I..
-
.
COATED WITH AN t.f’ERVD.JS LAYER CF BIAX1AL RHS Edge Bean
WI IWfNIS IUJd .LSl7m"1l PQ(1’tQl AI W AY OETJ.LS
GlASS S TH TO PROTECT IT FROM SALT WATER eq..ivaom weig,t of t5 kPo ("k9/sq:n) ) COO1.lItG DQIDS _,...._
N;RESS OR AnAO< FROM WJlt.E ORGANSMS. 2. Moxnun Oesigl Wond Speed = +1 m/s lNon-Cydonlc} ...........
2. T STRUCTUlAL 131AXL GLASS Sl-EATH SHALL BE
AN !’.ERT SLBSTJW::E N T MARN: ENVflCl!+T 3. ~c:r~i1den~t,,::~"’W,;,,;,;:{s ~ydoric) Foan 10 be scooped
80 x 3 PI 10 MooriIXj And-ors
120 x 120 x 3 PI to C_ Anchor.
llO x 3 PI to Wr:J.<way Mch,,...
’A...._,.
OIIIDCL1\I&aG
~EU--
,.
......
..~ PRa’OS I
.,_
POtITtQl AI WAAWAY
SII. ,...,,, ltI" SA PA~~
I’Kl SHALL BE NST N STRICT ACCOROAI’CE out o.nder roxng boob
4. Maxrn.m length of the vessel is based on Ql osSl.lTl
ror,... V -/f/ "SIf H~APS
.PW:~QI
WITH TI-i’: t.WU’ACTtREfi"S SPECFCATICNS. Moxi’nrn Avtrag. Heicj1t of 20 ,; of it. length.
SECTDl B -
B
Job No. 52425-95 Ilrwg No. A2-52A2.5-i)1 E
[OCR of page images]
E
k
Max. Width 4000 / Min. Width 3000
x 10 x 3 Pi with
bolts at maximum 1500 crs
BE
ke
3:0
Max. Width 4000 / Min. Width 3000
44 METRE PONTOON
( PLE AND STRUT TYPE )
TE :
Pontoons over 10 merres in length, depth of
slab is to be increased to
NOTES ON FIBREGLASS SHEATH
1 POLYSTYRENE BLOCK IS “O BE STRUCTURALLY
F41 gatv. mesh placed with ouler wire outside al
Walkway, Cable and Mooring Cleat:
Fates ond other Plates are to be provided as
shown at max. 400 crs, with gavonised tiewire
Ss.
Extra Anchor
PLAN VEW W.
bo
4000 maximum
Vertical Struts ot mox_2000 crs.
50 x 6 PI (200
SedeE te B05 BP
Ange Bracket
Gussets (ex 100 x 10 Plate)
with double gussets to Wakway
Y_CONNECTION TO PONTOON
DESIGN ASSUMPTIONS:
Maximum Size of Vessel
- Beam of
to exceed Pontoon L
t
Weight of Wi
FARE
/essel
Length of Winched Up Vessel = *
th less 1 metre
essed =
Max. Length of Moored Vessel
Moored Vé
COATED WITH AN MPERVIOUS LAYER OF (max. weight of vessel shal not exceed a
GLASS Seo or PROTECT IT a SALT et equi weight of 15 kPa (150 ofan )
INGRESS FROM MARNE ORGANS! 2 Maximum Design Wind Speed = 41 m/s (Non—Cycionic)
2 TH BIAXIAL GLASS SHEATH SHALL BE Design Wid Speed for Conds = 33 m/3 (Nen—Cyciortc)
AN INERT SUBSTANCE IN THE MARNE ENVRONVENT 3. Live Load on Pontoon and Wokway = 15 kPa
AND BE INSTALLED N STRICT ACCORDANCE. 4. Maximum length of the vessel is based on on assumed
WITH MANUFACTURER'S SPECFICATIONS. Maxirnum Average Height of 20 % of its length.
4/Mi2_& 4/Mi6 bolts with
- fo Cable Anchors
looove = ee earns
7 >
WA.
nuts :
a Pontoon, ond Length of Wakway.
WALKWAY SDE ELEVATION
Oo 80
70
50 x 50 x 20 RHS Cross T. Gusset, ex
Beams at max 600 crs 30 0x OP
16 dia. shaft the
bites for bach 2/00x DP
FOR CONNECTION TO SHORE -GR-TO-RONTOGN-
400 0 tie RHS ploced in 75 mm skb.
to floor siab. Plate is to Concrete to be Micré
be welded to RHS with. (Fc = 40 MPa at 2
5 mm cfw each side.
p-
80 x 50 x 3.0 RHS n
Fibregss Sheath __—
(Biaxid Sheeting),
Fivetted to frame,
with min. 20 men
overlap cround top
edges
Polystyrene Block’ Pontoon Float.
Depth of Float is to suit Size of
SECTONA-—A FOR
®B dio shaft thr
B0'da Roler (60 Lng)
BETAECtanPDETAL 2 — WALKWAY ROLLER CONNECTION
DETAL 1
1000 Minimum Deck Width
1200 Maxirnum Deck Width
75 x 60 x 25 RHS.
[seme]
50 x 6 Stiffener
|_—to eoch SHS Post~_|
300 x 52 x 25 RHS_
J \
17 mm Hwd Marine Ply or 50 x SO x 2 RHS Cross
2 mm Auminium Sheetir Beans at max 600 crs
SECTION ¢ — © THROUGH WALKWAY.
yb
00x DPI
50 x 50 x 20 RHS Cross
Beams at max. 600 crs
FOR CONNECTION 0-SHORE-OF- TO PONTOON
JAN BARNES and ASSOCIATES De
(CONSULTING ENGREERS a7 rao ant
‘alle 5 3 onde sh, Pane (7) bas nese
rs) Fux (7) Bae ous
SiaccLTine 40 Mebts bem) a7 SD
==
Pez Date: zaliiley
PONTOON AND WALKWAY DETALS
PROPOSED NEW PONTOON AND WALKWAY
Sie -/0 WOOSA PARADE
For = VASARD MARNE WWOOS# HEADS
Job No, 52425~95 | org He az-szazs-o1€_/
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