HomeMy WebLinkAboutTRUSS ENGINEERING - 96-00025 - Donegal Bay Apartments - 5 Buildings 32 Units-502 South Main
SMithfield, Utah 84335
(801) 563-32Q I or 563-3073
FAX 3-5084
)Y/
ROBERT SAXTON ASSOCIATED ENT'EI2i'RlSES, INC.
JOE LAIRD
c/o City Of Rexburg
12 North Center
Rexburg, ID 83440
Joe,
Please find enclosed the truss engineering for Donecia
Rexburg and a spec sheet packet also for Donegal.
Thank you.
Bay Apartments,
1
L
i
L�i'�� ��
LULLI S
PrinMUft-a, enc. A 12E1'71 9W►AM n., �
- - - .._•. - �� �r�ae, high density
Polyethylene
plastic
extruding and vacuum forrr�Irg. GOLD LCA dual -walk has a �on� aiP100d manu�a�ct�rad ur�cis► oar�r41lvd �onditions by
� g�9�tQr fiow ��#e than Co�lv��t����# Co��,t��ttldPOO,g�e �h6l� with a &nth interior wall 10 ray
idg
A The co�nbindttan ot'e SeaRtie�ts c�xrugBted OWtSIdo and A sea mless
smooth ingide r�su�$ ;r� strength and flow cher��t��t�ca that are needed fir NOwall meets yr Oxceeds tr�dustry s�nderd9. tt is evailabl� ire 2�=foot longlhs$8 drainage needs. Goldto duats
so It will no cyst ar cvr'rt�O, +�II�71n8tiRg the r'�8ed tc�r` replaC8nleni, When of 08tallation
faoosta �d i� ��d� of
fnstait3tian r$1i3�7i1#ty are considered, Goldflo dual, -wall requires less min nwe�r�nInstallation
end long-term
significantly.
P d equipment, reducing cots
USES • Gravity storm sowers, cuhrerts, highway drains, erx� afluid iranater images.
Fn'T#NG3 - CustOm #i*ld corrnectione ere �ft�ct�vefy made using PH
available enacd tabricaied fiffinge and�tt�ar In w�te�tF�ht sleeveyr split, with optional svil`t�gf�t gaskets.coup#vrs.
DIAAENSIONSP WEIGHTS, AND STRENGTH A '
� pprvxfmate�
Nominal
ID
{inches}
A ppri*x.
00
(Inches)
Lengths
(Feet)
12
14.2
Ia2o
15.
18.9
1p/Zp
8
22_p
20
24
28.5
Zp
COrruentlon
Rltch
(Inchos)
2.00
2. 70
3.00
3.00
COrrugation
Crown Ho#ght Wtjno
(hcheg) (Lbs.)
"Refer to PR1NSCO TR802, Go�dllly 17ua1-Wa1f Pipe, Test Results �umM$ry.
TYPICAL, P1 -WALL CROSSSECTION
OMAIMLIM PIPS:Stiffn0jol
O 15% w0won (PSI)e
AASNTO
MiMmum
GOLDFLO
Minimum
Couplers ar$
NomInal now
X-Sactlon ArAp
(Square Inches)
45 45 113.t
42 45 1
178.7
40 45 254.5
34 452.E
SPECIFICATIONS - GOLDFLO
ASTM F eer
AASHTO M 2914
SCS Codi 606
USOR
PRINSCO QAV1
Meet$ the folio
Wing apecificatia,A and g�Ar.A004e
.....� V�prry�IL/a#
Large 01'am�ter Crxruyated polygMyleng i0ing and Fittlnas (8" • 2d1
Corrugated Polyattyyiene Pipe (12n - 2'd•)
Standard PraCticO fvr Subsurface Drain
Standard SPedficatfons #car Potyethy�ene Fy Fastic COMUg4&tod Drainage Tut)lriGuaitnerg
ENGINEERM0 PROPERTIES - Refer to `8trengthWtv-1Neigh# aid Hy+draulic Flow Charecilpri;5fics
Co rrugated PE Mastic PjPq," technical paper pra80nted at the Fifth Ir�ternationa! WorkShop on Lar)d D�alr€ Smooth Lined
iJrtiversi#y, C�ecember 8, 1Sgt. (Repri�ts Svariable.}g�i0, Ohio Slate
w-
�T" `' vim.
In i
Pale
1 � �
INDUSTRY
ANDARDS - M I
sPEGIFICATION
ONO, Inc.
Nydraullc Rouohnesg Cog
FULL -SLOW CAPACITY
(Cubic het per second)
Drain
Slope
n� .�1 �
(%)
12mr
0.0
G.+4f7
0.4
2.93
0.6 3.59
0.8 1 4.14
1.o I 4.63
GMOFLO PE Ousle-
Wsil Pie.
n= .010
+a•
3.78
5.37
8.50
7.51
■
10-67
12.32
13.78
w ,,024
yap
L
L
ne 024
I*
L
3.8
23.40
27.04
30.23
*O2
io
L
.
2m.1
2.4
2.7
Ie�rt
GOLOLINE emmwommmommm" -gllt�tl PE Plpa
na .020
1V 24A
L
T
3,0
F 3
r
346
42 5.3 11,7
447
. MEMEft
Clay or concrete Ripe
nu 9011 no wol I
no
240
14 6-08 12.0
4.6 T,9 16.9
■
3.3 "
1.7
3.1 5,1 3.8 F
6 01
S •2
110
3.5 5.7
1 a flowoss than ths M=rnended ft - -m . 12.4
-..j 1
rimum of 2.0 feet per VOCCN'�d,
Rfrn+ : ctvijEngAmeenn9"&ndbcx*, L. C* Urquhart, Ed'Jor, MC()rawvH1jj Book - Co., Fourth Edition. Chapter,9-,'-pp. 9-24 and 9.#2-5.{
WEIGHT CompAmsoN
Nominal ID ►RIHSCO QOWO
Onches)I
P�N�O Goldline(�bJFt) (Lbipt.)
I � 3.1 209
is 4.v9
Is 7.0 4.3
r
ForCO11r,F4PtiO P( PO
ger than 12 in
C°m+Kiatsd motel
10
12
18
18
Cloy or Cono��t�
10AL)
0
x
1
u
1
Ll S El/ 9
P
INSTALLATION
a E
JS=rW& 4j
SCOPP.-III--An Qutine of PTOMdurOS dor the installation of GOLDFLO storm v�rer ar�d aulvar# Pcordance witASTM ��dAASHi�Q �pfCl�►g.
n
PRINCIPAL REFERENCES
tnstallstlon:
ASTM D ;321 Standard ArScbcie #fir UndOrgrOjnd Insta-11a,tion:of Flexible Thennopftjs#!C Sewer Pipe
A,RSHTO Standard SWiftations for Highway Bridgest (Includes design for drainage systems)
Article 73.io - Ditrision It fOr Construction ReqUirements
Corrugated Plastic Pipgs:
AASHTO !V! 294 Corrugated PQiyethylene Pfpe, 12- to 24 -loch Diameter
ASTAr! F 867 Standard SpeCAMICCion for Large��
�'RINSCt� PS�#42 Product Spameter Cor(ugated Polyethylene Tubing and Fittings
�ci#fc.��ivn--C�QLDFL� Qui -Wall Corrugated Polyethylene Alpe
GENERAL—The servica strength of t corru. ated plastic pipe dral c��mbin�to�l of the strengihe of both the pipe and
the surroundInQ solE envsbno. The envBlpp� provid83 19t8r81 sUPpvrt ege�st [Stqra] dcdefeon of the pipe diametar. Thisexpfains why corrugated plastjo pipe perform$ so well under heavy loading., and why It is so Important to pay attention to
proper envelope materials and inst$fttion procedures.
TRENCH I NSTALLATJON&Ilslauve�/ narrow trench widths are possible with Corrug$tsd pjastic pipe ifIstallation because
cvnnectiona can b13 made outslCfe the trorch. For mnxlrnum pipe strength, dry to avoid making the trench wider thgn shav►Fn
in Table 1, except as ►teary tO carrsiruct the trench or install the pipe,
Cfasa !!• or Class 1115015 (Tatge 2).,—Excavate to a pont above grade {pipe battvm� so that #ovse m�ter��is can b�
c:ampact+�d dowrybD grod4p.
01858 IV type of i is not rowdily compacti So efther excavate to produce 4i uniformly undisturbed trench
bottom at grade or excavate # 4 to S inches below grade and bead with aGcaptablo 9nvelQpa matsrlsl (TabJe 2).
Cess 11 to d to 8 Inches talnw grads and beci wiCeeAtsWe envek�pe material.
Trenahes Below ExistIng Or FUture Grourld Water LeveIIIIIIIIIIIIIIIIIIIIIIIIIImExcavate to 4 to 3 inches below grade. Bed wlth Cfa$js I.
material.
UnMANO FOUS---Siabfli'ze the trench bottom before lawng the pipe. Tren�t Wttom azinesbelow grade
ve
should be buift up with Class t material, Trench bottoms E tv � � inches below grada may b� bul�t up with acceptable
en1ape mstenal compacted to a minurr�um of 94% Proctor Density.
Ditch In3talletions ars Occepteble, but may require bottom leveling, widentng, deepenlnq, or building up to ooniarm
to spOafied trench diMlMslons'.
ENVELOPE MATERIALSIIIIIIIIIIIIIIIIIIIIIIIIIIIwThe envelops metvriai can either add tv pipe 8trength or diminish it, depending v n ins
installed density and its resistance t4 migration or digEnieeratior� t��tder sanrice candlfivns. Crushed stone and screened
gravels are axceifOnt enveland backfifl materials. Silts, mud, and fluidized soils should be avoided, Clean, crushed
gravel (31i $ Inch to 1 tnch) envebpe ma#erial provides the ,maximum !fled support. TOW 2 rtes the sultabili
+�nvebpo materials at various Proctor Densitiosi, tY of Offferent
INSTALLATION AND JOINT CONNECTIONS—o-Go LO deal -wall Pipe is ava�lable with either Prinsco s#ander r
gasketed fitfirlgs. COrrugaled Plastic pipe connection� can be made Outside the trench, thus permitting the use of rel8tivet
narrow trenches. GOLDFLO can be ia3Uy field -cut to length,,y
GOLDFLO is sufficiently rigid t4 prevent stretching during Instal lation,but flexibly Onaugh consi in�pike ar�d join s)
to carry €ani radius bands of uP to approximately 150. Bends of 22.1 45" 4g° and 900 0�r� m�d� us1�1� Sta�dBtd �r gaskiged
Prinsca eib�vva.
SEDQING--Proper bedding i8 required to provide uniform and ion#inuous�for�gitu�dir�a!supportatthe pipe from � firm base.
Do not USO t�ONA9tobMgtheP1peto9rade. Do no# alivw rocks over 1-� 12 Inches to comb into contact with pipe surieCe�s.
Except wi n Class 1.matOal !s useciT yr s� oth�nvfse specified under'Trench Construction* (above), bed'drirng m41tG.6al
need be used only to the extent requited to brim the trench bottom, uniformly to grade. A flat shovel or rake can be used
to level the surtaoe.
US8 Class ! Mg;eildi b9WIng iwhere the pipe will be beiol w existing or Mum $wator level yr where
otherwise specified. Whsn Class r matedal as used for bsdding. It should RFwsys t�O Plawd up Mrovgh the hr&unching zone
4 175%r—WIe'
INC
cage to - -
INsraL TION
PA-
Prinsco, Inc.,
tv at Least the Spring line of the pipe. Whsn the i
atso NONA
�e p►acaa up �r��v the initial bsekt-11 gone # � �e 1� �o be inst�l��d blow ground Weter i9vp�
si Inas# the top of the pipe. r#�� w,ll avc�i� �re8� $ conditions, 63 1 rnaterifll shoul,�
from G��SS !!, �I f, yr !V rrtiaterw' �td m#gr&t9 dC�wn ot�t of #!�
le�v��� voids b��tlnd �v rvb the i"�ha�n��r�9pr�n�#��ib�CkfiNzonesan�p,'ntat�eC� were
C<"Pacf tO p�o�,�da � uniform, dense support un�rt. �o���Ur #�� top bodding surfakCe to much the Shape sig I matarfaE,
#hO 18e$i e��vrt. f��e Pip�e• pimp rr�ate�al Usua�liy r�asulfs in the most nom Q� ��� PIP's.
paCti4n with
HAUNCH1NG_----Th9 haunchl� �or►� earr�� #rom the beddin
line of the pipe. The ug gone up and Nr�,und the 1pwer half of the pipe to the spr�n
P X58 df PrOper haunching is to provKl� enough�
strength, Take cars to work �r� h m aide sUppart to the pipe to achievo o�timum pipe
Js n� free flowing., Take carp #event dv�rn� ��e haunch and to compact it adequateiy, e8pecisi# w€th
i�tst8iiinp 1�rpAr r�ir�rnais,r � $�,, of the p"pe during th� haunching$ � m$terf�l that
�" �' t�� h�u�rrhi�8 ma��riat ch the
�c placed and cprr, �� ��aC11f1; operations. Wh&ii
inches in dOpth, Itisimpoftnttoorpo�y cv�pact the material ire th
r ful aAc;trdcJlng 3 toe
Any use of'tpqd�g Qrl�hEng to canso�id�t� the material s�ou�c� be as s ehaunch��� ���� out t0 the undisturbed trench walls,
thO h&unchln$ 10 the sprrRg dine of the p��� �n� then load or jet �4�d by the engineer, If so approved,place
be drained Placing b only until tmata�iel i6 Seturated. Rr�y excess shuld
subse�quent stege unless i1 has ��reed been qs�uid not be PeHormepd ..t��r the ir��tial baGktiillnq or an
the haunch and reduce side su y Performed fgflow�ng haunching. �therwise, it criuld CaUSs mlprgtivn from
ppvrt to the pips,
SACKFILL-.-The -r►Itdaf backfill zone carri�� from this spring i,�� of the Place the ��,tiai ��ck1�!! in at feast twostag�s; vns t� the top of the i '
e PxP9 t4 at WaSt 6 inches over the top o� t#�e pipe,
the p1pe. Use �dd�t�vn�� steges for la ar � Pe and the other to a� �e�; � inches quer the to -of
�3 pipe d�smeters t�3 hold the depthdf tach stsge to b f�cmes of fps$. T'a�Ce
tO Prfi'veni I-1,�-inch or larger roes trom tal,,N- into the tren��. CompactLlse Class ! materlal In $hai�w 1n$talla#ions appro���;ng #h� 12 -inch mito the care
ara8 �I#paving�Ui��f d���s�t��
R ��y be �n��d�re� pa� �# #h4 backfillprovirf�d �a�� is taken t 8va � CoveruM dePth Insted in TaW,e 1.. C,pnrree
to a� during paving. Compact the haunchfrg., il�itial backfill, end ��c�cfifl mat � damage �y heavy equ�pment�r��r
to the pipemater in a manner whish wiq avoid any damage
Table 1: EnviHOP6 and Trench Dim#nzions (Inches}
s
Nominal Pip* OD BCM 1�
10 =Nonlins]
12 14.2 4-6
15 18.3 4.6
18 .22.o- 4.8
24 29.5 4.6
Not" dor (1), on page 18.
4}�
tV
HE W MMMOM
Minimum Minimum
Tench Depth EnvoIops 7r*nCt► WEdth
(00+0+c) Width (OD+2E)
3Q-32 5 24
34 3ro 5 28
38-40 6 34
46-48 8 -j: 12 46
F
Inil3e1
BackffU
Over Plp,r (3)
4
L
C
5
ee L �!I /
.1 1
r
�� J
Table 2,: Envidafma •nd kWimum F111
CLASS IN0
Stage, cruscted
gavel
CLASS 1i;
Grav*f, CGetae sand
CLASS mv1p
Clayey gravel,
firm sands
cues W-56
1 S^ cur
Of A Vo
Owic matenaw
fmzen sails rpcics
over 1-1,12 inches
NOTES:
(1) The use ot ciao. I
0
Mnlmum Minimum
�� COM;WdjanM or
fs) 1 (15)
r
� t
85%Hand� tamp
75K Dumped
56% Dumped
srALu71oN
PAGE 0
Fill Depth C
�� ��al?
�� (Any
ll+�rtarlals?
3 Ft
Yes: All instaut#tuls
`des: Sewers Nsldentlai dilv9s, fle1c,m
cSW � �� Ft.
YOs; ReW Cm�ajnp13 R
Yes" All inStal4lortie
Y"** Feadent'W d1tv0se UGIdCrmingSYes; Fivld Qr 15 Ft.
Rto� NOt acaeptab� for envelope I WWWftmw%
T fit.
Y9801 Resider i
'tko %or n9a 9 Ft.
Nob Not Otabw fCW Omebpe
N -o4 Not we*;*ab1
No'. Not awe for enve;ope
..,�PMM 1weny rnat�irf�l raqu�rRs 4-8 ir�he,� of Class ! m�t�+�a! bOdriinp below grade, rstere�lce �5T
D 23�t. CIS II. Ifl� er�d 11� mate��� "VYQr r1��y not r�*ddjng
r !
12-1 n�;t� rniMmc,m cowl !or =tandord A,gSHTU t�� ��ir� �n added mss, r+�fer��Gs '�"���ch Canstr�ctiar,.� M
ASTM D 2321. � highway truck I0adij�ASTM L) 2321.
&Itnd&rd
PrbcW
Z)GWISNY
def"Od
end S0&AZ;n"@
d0termin� by ASTM Tit ���a D X88, �10►l�tur�►-Thls Is fnt '�s'�tg 110$ msr end ��-hxa�, �ro
�nKed as � 9ui* ar�1y. The er�in�r shau�d � �
A►l+�xi��m d��th� to which �i�► metht>d a�hd d 0 of oon�
v$lue� fi#ted apply �€RAS Can be bur�edwithvUt diameter deffec�tions(Crush1mg)ion �uita�te
Frprr� mfnfer►u � Y t0 �2-It�ch, 15 -inch► and 18 -lam QC3LDFLO pipe stzep, exceeding 5��, of
o�er�ta �dmpd�#pnunv rn
�
of 410.6 fooc
"�y9 su#tidartt mechanic"I
or hand tamping td produce gp% proctor Densityr.
I
R9gu1jjtjo,n,j or Svgs
for fora f Conditions,
P'P@ i.trr, Tho
4 A J.
J6 .
M OWsuLrs
Pdrisco, Inc.,
TEST STAMUARflS - Following are results vi t"s P6ftrmed On Pf-Insco (�p�lpolyethytene pips �r�h a sMooih iht+�riOr. 4 n�181-V1�811 p�p4rrugeted
jacifity, 39�� Delsware Avenge. D8� Moines, rEngineenng $ environrr�ental, i�tc., an independent to
StIng
N1 294.w$6 unjttW dUdit�naI PfOvfslons a1 Soil Ca�senra ton Serv-G� ��3, TOSts wers ade in a�ord�nGe with ASTM F 887-8�� AASNTC}
Stibsurface Drain, Cod,& 6Q�6, revised Uct�Ger, 1980. Sampler, were condi �! Engtneenn� Standard ar�d 5pecif€catfon fay
50 t 5% netatfrrs hurr�idit�r.�o,nec! far more tl�n 40 hourg at 73 t 3°F and
rRESU--F7:�VI YViy J1A17ii i O �L� M2W
LfiS � 5v� F the rasi]Fi� w! ,rtii.....1�_ !+� _
1NOR�CIIAAN`SHIP - Visual ina� afi the a8,rr�p►��rs j�fi�a#�d that the mit ri
defecu. � a� was h0M0gsn9o,u$, ur�Jfvrm and Tree of
MARKINGS - the samples as received by H�ntirtgdvn EN ineerin & end were r�arkad aocardingly:� Environmental aft #�adthe G old Ide�tlf�C8ti0n Stripa
PRIAISCO, WC. 1,�" �4S 7M F4MT Heavy Duty AA SHrD M2S�a MeSp
PR/�� p, WC. tS" t D. AASI�TC� A4.294 1ASTM F 667
PR'NSC04r INC- 146'4 )4" VY OUtl A S7`M F61y7 AA Sl�1`Tp M284
f'1�`fNSG4,INC 24' d �n,r a�� AAS
rni8 corrtr arar� k*t
•.s""'�`l�,c►n rngmeer�ng & Env�anr#�en�af, Ind„ �t� :
8 P�Y�t�i}�bna drVlnage tubing Com�lles w1rt� �If er��li�►�s�d`r]7tfonstDrowlstnnE.,. e.,►j r+ - -
-•�•,•• +.�v►r rrvn.Y�iYA�1C717 $BN�C� ��1JQl��f Engineigring..�_., • �sr��vrT�l&S W A�7 � 1+��7'�J+� �1�� �f7�
Cc�'e 648, revised October, �.91�d far H�Vy putt' tuL�i,�g and AASH' To Mt 2�4,rjdandSpe�il�r.�tio►� torSu6surlace Drain.
weiUFf7 ANO Pjjj4p0RATXM TEStS
12" lnalda Diameter:
Inside Djafrwer
Water Inlet Area:
SamPles not Perforated
1610 #018metvr:
Inside Dipmeter
1Na ter In let Area:
5ilmpies not PgKqrafAd.
is" Inside Diameter:
Inside fliarneiev
water Inlet Area
SitrniPles not peftrsted,
24" illsidi 014meter:
Inside Diameter
Water Inlet Area
Samples npt parlib%ted.,
mmPma"Puft
HTO
of Sps01flcat[an
3 temples ftqufmnents
oNf,
NO 19
17-82w +3%
24,060 +3% - I tj%
STRETCH RE&STANCE l
36" page, Di tbs. lace, 5I - pl Iba. teat, 3 minutes.
Insicm mimmoter.
12'
15'
18"
24'
Elongation, %
a.a
1.a
WA
WA
SP*cfficalion EKWiMet. maxima ' '�.
}
PHYSICAL CHARACTERISTICS TESTS
ar'ttlen"s - T06ted ewarding tQ ASTM D 2444, Tup �Sv
foot drop, 251 34°F, 24 hoursif Fa€fing Tip impacted on
corrugated crown for three Specimens and between craws
for three speclhtians. Tubing examined iarCracking or aplit-
ting and one 4ilure io 80cept8b1e.
Envftonrnentq� Stm" CrachlmgTin
ASTM D 1 e93�Simples sublecteto the t� s aw�,���,��m
fined Tor crick{09,
PIPQ Flattenf
rg - Tubing moat withstand 20% dBfl$CIf011
without wall buckling, Crso'king, SPUtting or dOlamination.
Test Reau its - All sfzes -- 1 g*, 15" � 8'. 24' -,� had sarlsfaG.
roar results to these tests.
JOINT TESTS
SePatsflOn Rftfs#ance - Test; g Qi ts, I ���utes. Joint
fittings Ort -fine couplings) assernbied to tubing Oxamined for
separation.
Strength (Park 1181- Plate) - Load appIled to Jaunt fittings �in-
!me couplings) assembled to tub, n� until vehlcaf inalde
diameter reduced �� 213'96. SamRles examined for dam&gs
f011owing removal of lona,
Alignment - AaseMbfed Jointzi (1n4t , no couplirtge) examined
far fit and abi#ity tv eccomadale straight-line flow.
Tfst sun$: All sizes —12-01 15�, f 8", 24-H— had
saiis#actvey results to the joint tests.
I HC
I
Ptinv4o, ift#
Page 91
871FF14E8S T JASTM D jqj Z, pIrl,�.wne)
Three aampl11a 161,16d,0 eventye hted babes.,
0
ku"ft WeIghl
DOWN"?cs�bsJ►t
12"
1497.0 3"28
y519N,5
284.a.35
18' 1 8.23
24" eM7.2 14.52
SW'fk4tiOn FlOquirWWnt minimum:
ASTM F 887 (12w
AASHTO M 2W
Copia of the complete ropc,rts
GOLDFLd Pip+ SUffruss, Wi!
5% G4ftc#lon rttf% DefIrctf"
0006ME
54.6 42.8
50.4 42.5
4;.6 39,1
6 :18 54A
�O 25
8
e
P
F
i
f J upon nqusgt
9
9
J�
1
7
p�
f
I