HomeMy WebLinkAboutBuilding Field Test & Inspection Report 2003-7-28
07/28/2003 09:09
5414858384
SSW ENGINEERS
PAGE 01
~'
.
ss;,I 9nc....Engmee,-s
SURVEYORS f PLANNERS
2350 Oakmont Way, Sufte 105, Eugene, OR 97401
(541) 485-8383 . Fax (541) 485-8384
emaU@SSW-Englneer.com
,
fac!simile
"2-0 q 0 <; ftJ/TC ,4
(jI--YMPfC
To:
Tom ~Iarx
Fram: Rillph Wilson
City 0' 5prlngfleld
"ax: 72G-~tG7G
5S$,w Inc. - Engineers
pa..s: I
Phone: 72G-<!GGG
Date: 7/28/03
ReI Craft \'''orld / Gen X
cc: Mcintyre Construction
.lob: 03-5/!,30-IO
Fax: 343-G752
o Urgent
o Please Reply
x For Your Review
o No Priority
In FEI report tile. 20:37099, Dale Webber indicates that the A325 bolts en the east side of each
connectiO'n am in a lmug-tight conditiO'n but that the bolts on the west side were not accessible.
(It is ......,.......~:ed that the contractor tightened all bolts equally.) The UBC requires that all A325 and
higher streng!'1 bolts be inspected by a special inspector. Due to' the bearing type conditiO'n of
these conneclions it is not critical to' have these bolts tighter than snug-tlghl.
As the engine:lr of fl'lCOrd. I accept the bolted connection and the FEI report.
Please call if )'00 have any questions.
~,
.
.
~.
.
MIl
McINTYRE
CONSTKUCTION INC
FAX
To: Tom Marks
City of Springficld
FAX: 726-3676
From: OM McIntyre
McIntyre CODSb1lction, Inc.
Date: 7/24/03
Re: Permit No. C0M2003-00207
Craft World
Enclosed are revised calculations and inspection reports from FEI Testing and from Ralph Wilson, SS&W
Inc. - Engineers.
If you have any comments or questionsfter reviewing these documents, please feel free to contact me on
my cell at 915-30&7.
Thank you.
f
t\
~
.
.-
Mcintyre Conslnlctio., ,....
P.O. Bor2S23, Eugene, OR 97402 . Phone (541 I 687-284t fu(541134J.6752
CCll IIOJSSO
1 'd
2SL9-E:"E:-l"S-j
U"j~...ew
eSE:'BO E:O "2 jnc
. .
r.
.
5711GI2e03 15:49
,
5.1.El5B311~
Ml"lm)("'D ~ :iostr:ucu."'" ___
_CtBftworld '~pn V
,
.__$J1ril\gtjeJj1,:,~"
Fr-
'.c:
ASL=
OL-
I_L"
.
.
ssw ENGl!'.EERS
PAGE az
SI:iEET. NO. ~ ^,
PIlOJC:CT NO. 03.S83/1-4n
DATe ~12SIl)3~v: FlW
Reviocd 7/1012003
FOOTINQ . ,. C._r SUPP!!."
80.000 psi pm'"" 0.0033
2,_ psi P tnDX= 0.0134
1,000 psf Load= 21,37!> Ib
1 S psf DL: a,Ol11 Ib
'25 p;( LL- 13,359 Ib
21375
I :aua,I'f. Fcotinq
: VdtM.ntIr. 4.62 i"i
5.00 Ft Squa,.
1.357 psI
21.200 'lklps
as psi
,
~.I!_e_ele IlR!i!1.
lrplift=
M-Ftti=
!Nt. SIll>"
[oatal 'M.'
I
~\)PRQh } -
~Yf~\'l '''IN~~ i
~ ...' ~. ~ l
?i. U.G~ ~~
~~~~
~ ).tr;o~,#,/ J Z
of' ~"'~!
"'{p I ,~\\."> [ ASL=
W. .. I [IL=
I 1.1.=
EXPIRES ~ /%--h:.v :
.~ Footina
~Vdlhllnth' 2_67 FI
hS8 3.00 Ft Squatf
'~not= 1,257 psI
u= 4,242 "kips
.( U" 22 psi
,
- -r
'~"~I=
4 u'"
hr-
: l~~eek Ij:)!in
~plilt=
'kit. Fig:
. hll. :lInt><
'r'oatal 'M.'
t
!
Slab lhickn
o Ib
3.750 Ib
.l! Ib
3,750 Ib
Ftg Tlllte
1.00 Ft
d:;
0.50 in
USE
m=
p=
As Reqd=
As 413'p=
As P mi"~
AS max"
~
20_24
0.0011
0.56
0.75
1.70
6.81
.H
@ach wav
Rebar
Qly
As:
ft4
5
0.20 .
0.98
QIS
, O"in.'
>
o
~
FOOTING 1# 2. End Su"lW! '
00,000 psi
Z,6OD ins
1,000 psi
15 psf
25 psf
!!!5
Slab thieler.
o II>
1.350 Ib
210
1.~50 Ib
pmi"= 0,0033 ... Fiji'riii.>
p max= 0,0134
Load: 7.125 Ib 1.00 Ft
DL= 2.812 Ib d"
LL- 4,453 Ib 8.50 an
7125
......-.. ... . ..
m" 2lI.24 Rebar . 4
IF 0.0004 Qty B
As ReQd" 0.11 As'" 0.20
As 413"P= O.tS O.S~
As P miq= 1.02 Q!S
,Asm..... ".09 ._ . H . ._.. ~ .
.! ..H ..ach WJIY
o in.
>
o
Q!S
5UDDOrt on too of eJ:btl!ul footlnl;\.
.
.10FTG.xts
.-
SS~W 9nc..;=ngineen;
.." ... .... -." .." ......._~----_. -'-..--"'_'.______ .... ... ,-- ............_..__.__M._..__
~1..i~vf!YC~s ~ Di...ANN~Q!;
2350 Oakmanl wrrr;. SulIlI 105
F..UOOl'la. OQ 0140'
S''''
2Sl.S-el>e-tI>S-t
ul'q J.....W
"21>'80 eo 1>2 tnc
r
.
e7/18/2ee3 le:4~
.
5414856384
SSlY ENGli'EEI<:S .
PAGE el
. .
CCfW.gnc;-engtneen
SURY,;; I <A<.:> f ~
2350 0'*'-'1 W",/. SuIll105. EUlI-. OR 117.01
(541)48!HI3lI3 . F_(541)~
emeII(glSSW-Englneer.c:otYl
facsimile
To:
Dan 1-.1:1 ntyl'~
From: IQlp~ Wdson
Mclnt:re Cc'nlltruct.on
55.w Inc. - ~neers
F.JC 343-l:;752
....-: 2
.~ (,87 -:~64 I
~ 7/1 bI03
Re:
er"ft .VorIO I Gen X
cc:
.... 03-5.~030- 10
OUJ"
o Please Reply
x ForY_R. ~..
CHop.,,',.J
Included;s a '::op)' of , ,:..,":calWalions using.......J:! fm= 2500 psi. There is no c:" ..' in !he
siZe 0/ !he fOe ling 01' !he amount of reinforCing requWed.
Please call it ~iOU hs.... any questia1!l.
Ralph
.
.-
!>'c1
2Sl.9-eH:- tt>S-{
Uh{~"'''W
"{!>'BO eo !>2 {nc
r
-
07/23/03 09:45
FE~STJt>6 ""'0 IN1>I't.CIILtol IN<.:' 1 ""'1 .J<lS.
NJ.4"(\1 ~'lI1tJ.C:
. .
Off)
Page 1 Of 1
:,111,1,1,'" . I.
G;. ,;,', :.J&CalslIII:iln~
Report of Inspection Servlen
WelcllnaIHl9h-Strenalh BoItlnA
CUIllt: Mr. Dan MclnlYl'll
Mcll\l)'fe ConSlrUC1ltln
P.O. 8oll2523
Eugene, Oregon 97402
PrtIJlCt: CnIlIworld
20110 Olympic Sl A
SprlnglIeIll. Oregon
D..,
'"'Jeat No.:
Report No.:
bal. IlH<I
07/21103
2037Ollll
E03078
D. Webber
103334&-85
leBO
F1eId G'J
CI8ar
0D207
IDNo.:
I...PAtlon of: Wl:IdmenlSlHigII Strenglh BollS
FIIIrlcIdot Of Erector: GIbson SloeI
C .. , ." , MclnI)fe Conalruction
11110,0
BPNo.:
Met an-SIItI wIUl ., ,; ,. .'. to.. \,' inl,.. .'"" on ~ Delm III COILImn connlCllOlla
per de\lllls 1 antl2 Oll S S 'W,Inc. ItNClutllli.. , : dated 04111103. Tile 3/4' A325
bolla on the eMI side 01 Dach CONlDdian W8rII checked Ind I,. In . snug-tight candltlon
""lh matetlal surfacel in lull conltlcl. Bolts on tile _t Ilclll of tile connecllOnl BtI
behind waD lIUrflll:es lIIld I,. not IICClelISible. Can\r8cklr advised to obl8in final
ace. 'I.'''' .... tram . ',= I .; of record. .
TIle _ (2) faDricllled "rUCllnl SUleI eolulllns we'e previously inspeeled at Gibson Stut
plant. WelllmenlS ~ checked for sizo. lengdl. prof. IlId ~ion. To lhtt bIls1 01 OLl/'
knowledge. tile work chetked IS In ecnrormllllOl with G/llwlnge and aPPlicable
AWS Dl.1 af'Il A.I.S.C. manllll, lIlCCePl a8 nolBd. Contraclor _ 31klld to notify our
orrICO whon eddllional seMCll$ are needed.
Respectfully,
1~~
TectlnJcal MIItlager
c: S5& W, tne.
CIt, of Springfietd
MLM:jw
ntltr.wn~eN;lDlMlIiIl"III" _, ",. '" ,an:menvOl_~IOIIItOIft'iI""""lM~tolM~
orOAamow 1ftIMNI......... AI...,.....,.een OOJIIIiNd'-lllI'l MIll_be ~---In"" fit "-.mIoIMr PM.
_110. .. "......Dtl"""",oII_......._ ..,.. ...
fr/l)NN QIreI-"', CIlNlk 0Illgtn1r.l3O' ctcn(541)m'418' lIx(541)'Ili7-n1l1l
::l954OBIIi ,. '. .1...0epIl7G.PD'8l541)llM3IMlI....(641)~1
.--
E'c:/
2S1.9-EI>E-YI>S-Y
uJ:;I'....eW
eYI>'BO EO 1>2 ynr
. .
. .
"
2''''
O"~~/~go~ ~b:~~
~.n_o.
,......... ......
.
~ C.I"~""CLA.:J
--CflV g"C'.-eng/"ee~
5U!M:YoRs 1 PVWNERS
235OO*nanIWay. SlIIlIl lOS, Eugene. OR 97401
(541)48508383 . F8X(Ml)48~
emailOSSW-EngIneer.com
llesimile
To:
Dan ~ d ntyr.:
Fronv Ralph WlbQn
MClr.!; Ire: CC115tructlOn
55~W Inc. . En9tnee~
Fax: .343.':752
....-s: I
,'-' "87.;'841
a.to: 7/23103
.. C",ft World / Gen X
cC:
"'* 03.5i~30. I 0
o urgent
o ...... Reply
o No Plt~
K Pot Your ReYlew
In FEI report 1<<J. 2""'u,,:i. DaIeW"~.~:. mcate:s that lhcJlW25 bolts an lIle east sido ~oach
!Xl. ,.:., 81") in a snug-tight condition but that the bolts on the west :side were notlJCQeSSible.
(It is expeclec that \h8~, .u-.Dl' tightened all bolls equally.) The UBC nlQUil'O$ \hQt all !>;32S 3M
higher strenglh bOllS b9 inspeded by a specia/ inspector. Due to the bearing type lXlndilion of
these oonnec ians it is not crlllcal to have these b01\$ tightar than !nU\}"Iigtll
Please call if:rou have any questions.
~PtRES:-l/~~-f"
.
.-
2Sl.9-€H:- as- t
u!;tJ..lew
et~180 €O ~2 tnc