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ARMCO BUILDING SYSTEMS
STRUCTURAL ANALYSIS
T L- Z
DESIGNED FOR:
Live Load = zops;
Wind Load = 90Mph F-Kp 18'
Auxiliary Dead Load = &- P5f
• Loads ADPlied Per: j jFZ Ugh.
PREPARED FOR:
Dealer: -R,9etr � �
54ru
Owner: C,y/ oT -Re+1+crri
Armco Order No W Z 358
I
/Z/UI I?5-
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• M
AHMCO 4m.co Bwlmrp 9vwew+u
V
REREAENCE
STRUCTURAL ANALYSIS
WO STEEL BUILOINGT
TYRE: TL-iI
BU SERIES
;NIT
• 5 _
DaTa �92
PAGE.
t ARM MC
O Armco Bu.iatnp 9veteme
V _
I REFERENCE
TABLE OF C3NTF(TS
I
Section 1. General Design Information
Specification of !Iaterials
Design Standards
SyWals
Loads
Section 2. Fein Freese
General Design Explanation
Section 3. Self Frevtng Endwil
Panel Coa mssion Check
Rake Girt
End Wall DiaPhragat
Section a• Coverin
Nall Covering
Roof Cawring
Section 5. Purlins
Section 6. Ni nd Bracing
Ridge Purlin and
Strao Check
Sidepll Panel
Shear Reouirenents
Eave Strut
Section Foundation Design
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• C17= ._
.. . . Po;,E
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SPECIFICATIONS OF MATERIALS ARMCO A"nco Building we*,+ss
V
RRAALL
GGEEII/1EE
Al hrials shall be new and free #roe defects that would impair REFERENCE
their strength of durability.
SCSCOPE:
sPsnecifl cats an aoPl tee only to Armen-suDOiled Du11 d1ng maurials
Including framing and bracing, wall and roof cover, connectors and
fasteners required for attaching various parts to each other and to
the #oundat'on.
SAAD: F MATERIAL: STEEL - Used In accardancm with building
menu CUP,
U atanda .
i,oated Material - .0180 throwh .1766' Thick Base Metal
lea - es - acw ante weirs x-.+o or current is :e to
meet o- uceed MYP or ,7,000 or /8,nW Psi as applicable.
Armcro 2IHCGRIp Steel Q. Galvantzed� zinc coating conforms to ASTM
1757r—or—r-W%ith a coat n9 l t of G-90 on exposed components
Also ALUMINIZED STEEL T e 2 0V- pure aluminum mating shall conform
RIU-S-41 yPe ii, vanwry I. 1959.
Cold Foremd and or Built-Up Welded Sha e,
esse7 rou - Testedn accordance with ASTM A-570
o current ssu co meet or exceed MYP of 36,000 or 40.000 osl 43
applicable.
Thicknesses .Z0 through i.125' - Tested In accordance with ASTM A-572
o cum r�r"t sine to meet or exceed MYP of 50,000 psi, as aPPlicable.
Thcknesses .06" through .25" - Tested in accordance with ASTM A407 0
arrent issw to meet or exceed MYP cf 50,000 031, 58,OW psi,
68.OW psi ar 70,OW psi as applicable.
Mot Rolled Structural Shapes conform to ASTM A-36, A-529 or A-572 of
currant issue.
Anchor Bolts of weldable quality are black steel tested in accordance
rTTs-'ZS7M7736 of current Issue. All other brace rods and anchor
bolts shall be of black steel having a MYP of 43,300 W.
Bolts and guts designated as hi .rrgth are of black steel and
cen om to AS 01 A-325 of Nrren. .sw. All other nuts and bolts
confom to ASTM A-307 of current Issue. Coated oohs Am electro-
galvanized in accordance watt ASTM A-164 of current issue and coatea
with a chraeete finish.
E, osed Sheec °et31 Screws and/or self-drill'ng, self-tapping screws
are o c.ass 410 stain SS steel conforming to Federal Specification
A-S-735C.
INIT: JDP
• DATE:
PAGE:I',
I
c-�
ARMCO Armco Building System,
V REFERENCE
• DESIGN STANDARDS
A1S1 Specificat 0 for the Design of Light Gage Cold-Formed Steel
Structural P !rs; for all cold-formed components.
RISC Specification for the Design, Fabrication, and Erection of
Structural Steel for Buildings; for all not-rolled structural or
welded structural webers
Structural welding is done in accordance with the ANS "Code for
Structural welding". 01.1.81. welds Joining flanges to splice
plates, flange to flange, and web butt Joints are partial nerve-
tration type Joints with effective weld throat to equal or exceed
the required strength of re Joint
Tension butt Jot,is in alig ad parts of different material thickness
may have a Slope in the transition Zone that exceeds 1 to 2 112
uecause the thicker section at the Joilrt is not fully stressed.
ANSI 81.1-1960; for determining tensile stress area of threaded
rods.
Design Loads and Methods of Application are indicated In this
section of this analysis under the heading of "Building Loads".
Door and window frames are Structurally designed to replace the
wall panels omitted.
• INIT DMR
DATE. 12;83
I.' .
... , ,PAGE _
LIST OF BASIC S"MBOLS ARMCO Arrnca tuN0lnp Svetavna
V
REFERENCE
L:S OF BAS'r SY40MS
A Cross sectional area, in2 AISI 1-9.1.1
Nominal body area of a fastener, 4n2 AISC py3.6-1
4 Effective net area of an Axially loaded tension mesper, in2
Af Area of coepression flange
An Net area of Axially 1 dad tension temper, in2
Area of girder map,
ih Clear distance between transverse stiffeners, in
b Actual width of compression elements, in
be Effective width of stiffened tpmprn31011 clench, in
of Flange width of rolled bat or plate girder, in
Bending coefficient dependent upon sreent gradient
Column s'endomess ratio separating ,,antic and inelastic
buckling
Ce End Gent coef•n<ient •• 'e o.t ferep
0 Cutside diameter Of tubular =06r c• -mcrete reinforcing be ,i
d 0epw of section, in ; 01 tenter of Galt. In
dl Overall depth of stiffening lip, in
dpin Minix depth raguired Of simple lip, in _
E Modulus of elasticity. 29,000 ksi
a Eccentricity of axial load with respect to the cwtroidal axis
Fa 4exirum allowable average compression stress, ksi
F Maximum banding stress peet/tted or extraee beet fibers, ks1
F�b Allowable bending stress in Compression flange of hybrid plate
girder, ksi
Fa, Mexiema allowable compressive stress in flat base web due to
beXjaAe ksh
F Maxlsanmh all . •ble coaprnsiw strns On mstt ffened Nerants.ksi
F1 War stress for Ori3410tic ember divided by factor of safety,k31
i F Allowable besri,.4 stress, ksi
FIt Allowable axial tensile stress, ski
Fy Allowable shear stress, ksi
F Yield point, ksi
fj Actual COmputad axial stress, k3i
Actual comuted bending stress, ksi
fb ey,., Actual compression stress at junction of flange and web, k31
ill Specified compressive strength cf concrete, psi
ft
c Actual computed tensile stress, ksi
i fv Actual computed smear stress, ksi
h Clear distance oetween flanges of a base or girder, 'n
I,Mn Minimum allowable moment of Inertia of stiffening elasent. Ina
I 40m1 t of inertia, in
Ixy Product 0. inerta, inA
Effective lerngth 'actor
L F01 soar 'or simple soar oaam; Jnbraced length of 10 in
I Unbraced lengtn Of ahmmber, in
lb Actual unbricaa lebgth in plane of Pending, in
M Banding moment, kip-ft or kip-in
Ml Speller moment at and of unbraced length Of bNm-c01un
Larger merest at end of inbricsd length of Team-column
142 Actual length of Fearing, In
Force or concentrated laod. Nos
pmex Maximbm concentrated load allowed Py wb crippling crlteria.k I*S! lT �CF
�DAATE. =.3£
°+GE
AHMCO Armco Bmmnrp sretec>1a
L:S' IF W:C SYMBOLS, CdnVd. v
RE1r£ZENce
1:5T PF 9AS:C SvMb�, Cont'd.
Q Stress and/or area factor to codify allowable axial stress AISI I-B,I-IO
Qa Area #actor to codify members coaposad entirely of Stiffened RISC pgf.6-10
mmaDen
IS $tress #actor to Modify er:aGn cagoW entirely of unstiffened
el amants
R Reaction or ;oncent.-ated load, kips: Radius, in
r Governing radius of gyration, In
rD Radius of gyratim about axis of bending, in
Pt Radius of gyretion cosposal of co msion flange and :i] of
web in compression In
S SKiol nodmius, inn
t 11Nit""S 3f basa ntal of any element or section, in
V Actual shear, kips
Y Uniform load along member, klf
w Flat width of *Immeit exclusive of fillets, Inc
x Subscript re,ating symbol to eRlor axis banding
y Subscript relating symbol to minor axis bending
Oisplacewant of loaded member from its unloadec positron
i
� IINI
I
Care •3C
PAGE
DESIGN LOADS EL"DI G-ENGINEERING '
cwnw,n.ow ak3u1
UBC -82 1:36 Slope REFERENCE
(1) Main Fraales Uni form
• WR LR ding
(Suction) Coae
(Suction)
1982 Edition
WW
(Pressure) --b LW
(Suction)
International
Live Load - 12.0 psf (Bay X Span >600 ft2) Conference of
Minimum - 16.0 psf (200 ft 4 Bay X Span c 600 ft2) Building
20.0 psf (Bay X Span -c 200 ft2) Officials
Live Load Design: Z C7_ psf-
Srnw load Design- _ _— .'r
.i, : uee; >%i: _ ,•'C., of E oos,•
Hei91t Loot. rat. L ZO ft. Measured at point half way
up roof slope
Wind Importance Factor: 1.0
Wall Constructior. ® Enclosed; Open--
Method of wind load calculation:
p Ce Cg qs I (Applies to all building connonents)
Ce = combined height, eyposure, gust factor (Table No. 23-G)
• OR = pressure ^oefficient (118( 82 Table ilo. 23-H)
qs = wind stagnation pressure (UBC-82 Table No 23-F) UBC pg. 144
1 = wind importance factor (UBC-62 Section 2311(h)) WC pg. 131
nM A», rrlMt lww.r\ w(nr) rin•) lkwf) la(wf)
inw\\n[.anio I t{. as r,, 07 o.s
w\ qr n•
m •C 12.44 n-x 10.a I.r
T a.v 1r fr s.ro
—_ lm lM.M. Y• S.x ! Il a.» S K
16.Y N.r N r ro.r
m, xae.\ Y• IO.r 6.0
•C• V.r IS.0 IS.\r Il.r
I -
Y• ll.r{ IO.tS IO.n 1.M
lw\ Uw ro'
20.16
11.74 0.4
m• >1►n
•C• ft.N D.11 IS.11 n.{S
' Alternate and adjacent span loading is required on continuous
span members supporting uniform live loads less than 20 psf. - —.
• •" A structure with more than 30". of any one ;ide open shall he INIT _.
considered an open ,tructure. Non-impact resistant glazir�l
--
shall be considered an opening. DATE.
iPAGE ''`S.
Ap o ARMCO ATLANTIC, INC.
V SU11DINC(NCINEERINC
_ l IM WN�11.(NI ISNLSUI
M Wind Bractnq REFERENCE
• Pressure coeffeicient, Cg 1.3
II.0
x (' W N
lnt lM� 7a' ~' IS.0
n [' mu
x' v IMF �� ILY
-
x' •.ate.• _[ 71.M
Definition - Local areas
G C
c b b
c
b— b b
e
b b d
e d e
ai ——
z
local Areas at Discontinuities
a - Roof Interior
e - Wall Corner
- Roof Edge f - Wall Interior
c - Roof Corner
+ Zone Width-
Local Pressures 0,111 aPoly over 1 distance from the discontinuity - -Of 10 feet or 0.1 times the least width of the Wii
whichever is Struc.to rp,
•m_1l 1' ,., DATE
"I
SDILDING ENGINEERING '
CINCINNATI.ON q24%2:
I _
(3) Roof Framing and Roof Panels REFERENCE_
• Live Load Design: _ ZOO Gsf
(mini" LL same
as main frame)
Roof Mind Loads - Gsf
IOM Aq. 1q.
Arlubrlw G{r Swy Cwlr. lugyuw 1 S/r19 4rgr IYI{IIt lo II{ NO I. P I !
0.0
•of P..1 me?lw01 Mf Itwl hetwr Fmwor 41~
yllft yllh y1111 yllh WWII yllft
lMtYn -_-
CbefhcluutC{ LI 20 10 11 LS JS
LNS •1. 10.01 U.10 7).W 10.01 22.ric.
JL•f to m•
A
w 111n Y' ILN W.0 JLW •Lu N.W %.tl
•C• It.% 13.0 4.20 19 a.n Is
IIIttI A'
0.110 6I.N 22.N SLIM 11.0
w 0,
'C N.JI 4.20 4.tl
Lnt Y• N.If n.tl M.10 IlV %.n U.4
Mr 30'
% •C• 27.)2 %tl 7S.4 27.12 61.W 4.N
• A' Y' on A.4 50.0 19.0 st.W %.W
w bn
(a) Sidewall Framing and Nall Panels
Hall Wind Loads - osf
bbrlw lubrlw Cwww COrufl Ntwlw W19{t Wll yll MIT tall Cwil
Ca45nebl ctplrlt Yt1i WII
rsru., CO.tl. rnNne rS.tl.
er9tWn Su[tlpl Cntturt Suctlw $uttlM Sutt14
Cp'.".t a 12 11 1.2 2.0 1.1 2.S
_- Iup Y' 10.91 IO.UI IO.R %.2 tl.Dl 22.n•C IOJt V.% 10,12 11.N V.1{ bAu
ro - _
Tb' Y' I2.4 Il.b 12.4 N.4 16N ri.W w Ibn
•c' W.N 18.59 20.n 33.w
Lnl Y' 14.20 13.4 N.20 210 U.M N.n
w.N
•C• N.4 Y}.N N.4 4.tl t2.N SI.W tl
W' Y' N.12 N.% it 12 22.N p.% N.W or Inn
•C N.s2 14.31 N.S2 N.W 24.31 SS.n
Loll 'P V.N 1{.I2 P.N N.tl tbOl M. - --- 16
•C W.N tr.q W N
I{ IS 4 INIT
nm sx a DATE
�i�acE 1.s.3
It—
DUiLDING lta(',iNEERiNG '
C'NONMAn GN SSJK SL'1
(5) Endwall Posts REFERENCE
• Wind loads sane as (4) Sidewall Framing and Wind Panels.
(6) Overhand Beems, Parapets and Roof Frami na
Live Load - Same as Main Frames
Parapet !1 CanoDY Wi nu Loads - psf
.,nffta r..ff.t c«rtM f tawfr•wr1
MM MrHr [,pa,�n I�ti S i,t[r,wn OnMnf[• rHtMM
w]Me� awra swuM ante ynn
hwwn CwI1]dMt p LJ IJ LS ].I
UB T ILU ILU ».H r.0
GM»'
A
•I" ».0 ».» H.r SLH
b+s Y• 15.40 15.4?
•C" ».SJ ri.Sr sr.n D.Y
a
v wn
•c• r.n ».» 61.01 n.n
lnt Y• lf.11 MT 4I.I1 N.SI
NM »'
• C. V.ra u.n rosf 03.16
r
»' Y' iLM 21.04 O.OJ SS.M
or Mn
•C X.H IS." ».ff r,H
Includes overhangs at eaves or rakes.
(7) Collateral Loads
None unless specified
Design Load Combinations
Dead + Live Dead + Wind + k Snow` Dead + Crane + y Wind•
Dead + Wind Dead + Snow + y Wind` Dead + Crane + 3/4 Snow*
Dead + Seismic Dead + Seismic + Snow* Dead + Snow*
NOTES: Allowable design stresses may be increased by 1;3 for load
combinations of wind and seismic loads except for certain seismic
connections. For wind loads on buildings above 40 feet, refer to
UBC-82 Code.
The code defines snow load separately from live load, snow loads,
including Potential accumulation at valleys, parapets, roof
structures and offsets shall be determined by the governing
building official, ---_----..
. Snow load 30 psf or less need not be considered with seismic. Snow 'N'f
load greater than 30 psf may be reduced by as much as 75: upon
approval of building official. DATE
«�'� nluF live leld nut more,
PAGE
ARMCO Alm o Buddtrq Syetams
DESIGN LOADS v
SOCA MIS t' 00 REFERENCE
15.0 t q Io.S
12.0 7.5
kilainq _Ode
Typical Gabled Butldtn9
Sul7dtnq
Officials S
cod.
WN1 nlstrat
Intamattonal
+ Inc.
(11 bin Ira.M
Swfada c f
grmim d tZ1T a A N Oraasun
N
Weeaerd o 15.0 oaf a -I. • 15. Nf (i.cttda)
Lam.erd batof 15.0 Nf a -0.10 t1 • 1 .$ Nf (a.cttdn) --
lae.art Wit IS.O N/ a -O.S 7,5 oaf (sect+dn;
Ltw Lead • 20.0 Mf
(21 Y114 arectw
+q+ P a 1.3 • IS-0 Nf a 1.3 • 19-S Nf
(0) Nelt.s am bof PAM"
art+u +w Lead 20.0 Nf
tort 0011ft • 0 t -1.S 13.0 of 1 1.5 MS Oaf
(a) Gtrts and nail ofnatt
nsiurT t• p i•I.S 15.0 Nf a 1.5 • 22.S of
S.cttm 0 a -1.S • i5.0 eaf • :.S 22.5 of
(S) Owrna.
+•t wad caw +a+qnt. 20.D Nf
wj" JOl+ft• 0 + •2.0 • 15.3 Oif a 2.0 20.3 otf
I6) Collatirst 0841
na Wuat1 tNd+fled
Oaitgn land CO.d+aat+On1
dSd �S(0aN • Uw • r•wd • C19") Dead • Saivolc ane
wind.
a0T[S: • tltow51• drug, ttr•ttoi eaf ba Increased oY 1/0.
/ Stdwalt he+gnt 5.+14+.1 .1dtn •2.5: If w 2.5 thaw C • 0.3
e for roof 'I pet +0 to 150 (3 1/4 121t If Isom r f 00"a2So l5 S's 121
INIT. , JOP
• jai usa th.so ralwt: I SA +t. ,ao .,otn . .i +wa...o ' 'CATE.;`12
ud t ewt
• . . . i vim taaas 5.•N an •ar O.+1d+figs Iess than 10 1t. In M,gnt. ;PAGE:
I
e--"
ARMCO Armco funding Svnema
SELF FRAMING ENONALLS - DESIGN PROCEEDURE v
REFERENCE
• A self-framing endwall (s the condition In which no frane is supplied
in the endwall. Thus the endwall covering and corrector com"ents
must carry the design loads. Vertical dead, live, and wind uplift
loads are delivered by the purlins, through the rake girt, to the
endwall panels which support them by column action. Endwall wind
loads are carried by the beam strength of the endwall panels. That
portion of the sidewall wind delivered to the plane of the endwall
is resisted by the endwall covering diaphragm strength.
Because of the complex nature of this design and the rigorous demands
made of the endwall panels, Its application is restricted to the
following:
1. STEELOk Sculptures panels only.
2. Base channel onl,v with ,18" nchors 16" c/c.
For the purpose of design, it is assumed that the purlin load is
equally distributed between -wo endwall panels as an axial load.
P Load ff x %1 ft P0r 1._in Spacing Ba Len th ft1
S, P x s x
Load (osf) 5.0 x BAi a 4000, kips
Endwall panel ems are simple span from the rib bolt in the base
channel to the rib bolt in the rake dirt. The uniform wind load
is expressed as kips per lineal foot of panel.
Load sf x 16 in Panel Width
w s ip xIZ in/ft
w e Load (psf) x 4 f 3000, Of
Since some codes require high wind suction loads on the covering
in certain locatiooa on a building, it may be advantageous to check
wind pressures and suctions separately. The subscript (r) denotes
ribs in compression while the (E) indicates Face In compression.
Since the design loads and panel section properties are known, the
maximum allowable panel length, L. can be calculated.
I Known panel section properties:
Sr ' 0.283 in Q c 0.11E A 0.6010 in2
Sf - 0.255 in r e 1.003 in Fy - 48. ksi
All units will be expressed in kips and inches except w which is
given 1n Of.
i
here are four separate Conditions which may control the maximum• N T '3_Ci allowable Panel length. The fo :h condition is subdivided into
i four individual .ases. Each of ie conditions and case, is listed
is follows: ba7E
.,•
01
4�-7
/CRMCO 4�o Building Sream
V
• REFERENCE
Condition A Axial Compression Only KL/r . Co/*r
L • 100 13.40 - 0.314 P
Condition B Axial Compression Only KL/r > Cc/�
L • 303/
Condition C Bending and Axial Tension F«• lot G•.F.•frau,
• (940. - 40.73 P) + .
Condition C e•.1ty &-A *%14 1• C .err•n/r)
L (1047.
Condition 0 Bending and Axial Compression F.<e. h, Commrr•aa!•.�
Case I If'a/F4 A 0.15 KL/r < Co/ ver _
L • 100 r0.399 + 14.42w (0.399 + 14.42wp + tl S9iP - 23 4.5
OIw
Case :1 fa/Fa i 0.15 KL/r a Co/-Vr
L 115 100
9bb' -?22'4
Case IC fa/Fa > 0.15 KL/r < Co/
L
I -o a o - Oat 10.5
Where: 3 • 3.26 x 106P + 4.24 x 10-'w
• I o ` 7.68 x 10'4 P' - 0.111 P - 14.42w - 0.399 INIT. MW
I3,oJO - 940. DATE. 4/0+
wo,
""�' PAGE __
ARMCO Armco Building Systems
VProduct Devaimnient
Cincinnati Ohio 46248 _
REFERENCE
• Case IV fa/Fa 0.15 KL/r a Cc/ !/T
L a 100 1 1.88P • 122.5w t 41.88P • 122.5 w)z - 3.53 P2�
Condition 0 Bending and Axial Compressiorf C#.Prwf.'w
Case I fa/Fa 4 0.15 KL/r < Cc/ 47—
L 100 O.ML • 14.42 v 2 (0.442 • 14.42 w)`> 11.'0 P _ Ls.s )w <
Case II fa/Fa f 0.15 KL/r a cc,+r-
L I17.�00
.O Y
40 Case III fa/Fa 0.15 KL/r Cc/ 1�
L I r-O i 22 4ac �0.5
1` 2n
Where: a s 3.61 x 10~P . 4.24 x Ir w
o • B.f2 x 10'3 P3 - 0.115 P - 14.42w - 0."L
c • 14040. - IW.3. P
Case IV fa/Fa > 0.15 KL,'r a cc/ -T"r
J
L a 100 Ci.00f P - 122.5 w 1 =.rrfP • !22.5 w 2 - 35. Pz 4.4
L oJio
In addition to the foregoing, f1. d<J<.,<r. .•h. ',. I �•!.1 t•
KUr 4 200. er L f 200.6
In selecting which formula governs any PArticular load condition, INIT. R E1✓
• rl. C.il.....� _.<..f... s eCG...J C.. y... <...a.•e•.a ��84
AT
Cc/ i/lr• 129.3 •< C,r /J a i 30.I
. ,., PAGE ' '
e m"
ARMCO Armco Building Systems
Self Framing - Endwall V Produtl Development
Cincinnati.Ohio 46246
• REFERENCE
UBC 1932 Edition
Because the 1982 UBC code requires high wind suction loads in certain
local areas of the building, some buildings require panel reforcing in
these areas. To cover all of the standard offerings, the critical
case for three distinct conditions will be examined. If only one
condition appears in your custom analysis it is because the others do
not apply. The three cases are:
Case 1 8' a 10' High - All wind loads except 90 C
Max loads: LL - 40.0 psf Height . 10'-0"
Mind: 80 mph, Exposure C
Nall Panel%: No ,,einforcing
Lase lI 12' d 14' High - 70 B 6 80 8 Wind loads
Max Lcads: LL - 40.0 psf Height - 14'-0"
Wind: 80 mph, Exposure 8
Nall Panels: No Reinforcing
Case II1 12' 8 14' High - 70 C. 80 C a 90 8 Wind loads
Max Loads: LL • 40.0 psf Height • 14'-0"
Wind: 80 mph, Exposure C
Wall Panels: Rib Reinforcing in the two side wall and No
endwall ribs nearest the corners.
• INIT. RrW
DATE}_
PAGE 3-°_:.
e-'
ARMCO An a Bul3din2 Syatalne
SELF - IRAMWG CNDWALL. v Building Engmearing
Clnclrmdli,Olio 45246
iREFERENCE
C43f OBC - BZ
L..rl•3.1a Mr..,.,� L..1.
OL • t,! r.t LL • 4A0 r.0
8u3 Wt. 14' 0" M... W;13L : 24'-0'
M... B.r : 24 0 (W._1 M... 8a. +
V-L : 80 .rL , E.r....e 6
W.11 r-.1 r:L re•.C...:.3 NOT RCOWRED
■ 4A uC LL NOT AVAILABLE ,. 24•6 8.rJ
C le.4 OL LL
P (IT . 4a0)r.0 J.0 . 20.0 + 4.000
P I.063 kWr.
An.-e KL/r - C.hr4
L 294. •
CL..k A,,—pf..,, ; L . rC./-vr-r,- + 130.3 J.K.
Lrr•r L;-;t KL fr _ 200
L - 200r t K toe (I.aeJ) + '•0 • 200.6 ;,
L.J.„ 20o.t " s L„�. a Itt.O K.
CL..k OL WL
C.r.dr .r113L 0.1 • 24.0r • 2.40' A iAft Ct
S r..a A. ..L. .�3. rt.,r ;J ..Ir 1/miL tL. 6.7 i..3t% �
k..t C.e r..i.. r. -.... tL.. LO t..f I;_ +I.
..1..... .rc.A frl.e. —A. fan ..:.I la.l..
R..0 Url,(t . 13.09 rr2
P • ( 13.09 - 1.5 )r,C • f.0 . 34,P + 41dd0 1
P • 0.318 kLr. }
0.017f LIG
• � 1d a yL• = 0.911S L13 (N•t1')• L ` ----
R INIT. �-
., l.31� - d.zi* ..' + ir.0s .I. (DATE.
ARMCMCO smroo lu1101ny Sfstsn»
v8"'O'ng Engm...mg
CmCIMWI,Ohio 45246
REFERENCE
w 14. 9 rd • ♦ + loop . 0.0190 4K
M � ML' � 0.0110 MIG ;M.13 )4 Il r
8 Y G7 i.tf
f� • UST" + Atff a3 . x2A
P.enl..a If C.IF...1
Lod_ ' (940 - 4s73 • 0.118 ) + 0.0190 • xtl. �.3 L Lee.;•
L.O.••, Zoos' 17x." O.K.
cL..4 D • L/t w
p (I - ",OIL - 1109 ) �.( f . 20 - 000
p 0.135' VrI < p t.. D- •v
w' • 0.0190 - ..• .. r.-r.......
A..u-• G./F. s O.If KL/r
II IM
Lbw ' OV-0 •Uf . ILIA • 0.0N0 ' IIl.L '
Cb<\ An•.��L...
F. • 207,Too i (in.L-')� . 4.f1 G..
;. 0.27f Pp. 0.60)0 • 0.191 � .
(./F� . AM + 4JI * 0.0/7 S c.r5 3.¢
KL . L12 L • rC. 130.3 O.K.
L.Y.,. - 2.4 " 613 - 200.6 ..
C L..L D . L v/L
I
p : ( i.f 40.0 6ff ) f.( • f • t0 + *000
P 0899 4.p. j
: )0'S ii :. . . ...y..,11 e- UNIT aS.1
a.Ic KL/r > =a'f DATE /9a
PtGE '._
ARRM;MC
0 •nneo building Yyot4lno
V Building E.ylnW,rty
CInc.mm1,Onto 4524
REFERENCE
o,!
L 170 C1.98v • 122.5r t —q8v 122.5 .�I . 3.53 oz
( :.Yr
L 100 l A.lt i.YT
O.lill �
<< • Le 3,700 + C I103" )' • 4.f6 b.
i. 0.611� 0 0.601 ;.� 1.41i la
C./F� • 1.416 [- 4.f0 • 0.lI7 . O.rf O.K.
KL + VAT" > Ca/fs • 110.3 O.K.
L.N.. I10.1' l.t - 200.G-
200.4" > l«. ITI., 0- Kam.
C 4..1 DL • ML - C•.-..
r;.J it, .. ....I I..J J.4.4.4 J. ft.
ly tl. r. r,..L.• TL. •... 1..1a. • I°o" f.._ .-.1 t:J•..,.II
l..u:-1 I._. (.. ft, ...1..f It.=+`)
EJa. it." --J .. ... i.Cf
It 2&A,
V . af. i1 D. • 40 + 1f.3� .. 1.I1,
u.t. : E... ,t..t ,. r..f......h t.•...J t. it. t,J._J
r.d. t. 1:., of ..rl yd t.._ ry•• -•-�.. 1• •.3L3.d..
UOLCi .J�a tf..� 11.80 rtG
11,10 F.t
P • 121' (1T-70 . 4,Y0 L7 00 . AZO - t.f• 24,0 ) PIC + L
? + 364 1l1 .. 7.3G4 1,Pt �.INI, m
DATE 4:91
I
ARMCO A.weo luunno ly47om0
v %fl*no F.n01nwin0
C.,Cimml,Ohio 4334e
REFERENCE
v,�q • (ir . re' )+ s. . 4L1" .. 3.78 if
i ( 13.0T i.0 ) r.i . ).1$' . 14.0' r 2
0.410
F.0 M•� uFl.tf ,� c..h..l
R.A. I:vt Jnh W., b.J
P • a410 r.�• 1 r...11 - o.Lls 1 �. t
u..J s..r.e.
v L3,00 rt 4 • 1.0+0 40)�� lli
M + .. L` • OOV7 ki; N.0')i 17 . t.3L ••
r a u
40 Fa 1.13 0.6 • 46 b: U.4 k,
f4 • LiIS et• 0.3T8 W
C' a 1,77 • 0.4 • 48. M•. + 30.4 �•.
t. tk alS0 32.t s 0.01 • 4.96 Ael
F� F` � 3�.♦ � !0.♦ nr
�ia•t � l/L W G..••
? a ( 1 f a4+/i - i).01 F•t - i.tt 100 a 4,40O
P o.IST Ly
0.0311 Or
21 0!T
• �. 41 0 �S9 • i23.4 • a0117 171.T•
IDATE. 4/94 -
PAGE __
AR�MCO Annex Flluino tyn�u
V13uo m0 EOQlnnnrlrj
CincnneU,Onto 4'2+0
REFERENCE
S. 01f1 F.r. • aCo10 ,•' > 0.24f id
F. 143,100 + ( 1177" )` 4.4f W
S. F.. • O.ICf c 4.4f 1 041 • O.If O.K.
KL 117.7 > r C•/� a 120. 3 0.r.
C1..4 D . L • v/t - C..�•.
10 • ( 2.1 + 40.0 - ILA /i i.S . 1.38 20,0' a 4,000
P 0.608 4cp
• 0.408 i:r, + 0.6010 • LOIL b;
C, • 11-7+ e F, • . 7 if 2•,roo 4s . 110.,
Cc �Y I10.1 + 0.118 •
eL /r • 1.0 . lcri" = 1.003 1C1.s x /-J—Q
IL Tf'C li 1/' 2T,fo0 b.
f" � il(c•!� II C IiT.T )'c— s.41 1..
F, I.23 (V:J) . f,41 1.. 211 L,:
F, • 1.01 L t 1 2 1 0.140 C O.I f
y. • 0.011T 11( i L • O. OIf9 IIC
M • v. l• i 0 6151 41C ( 140 n )� it
8 e T
M . 4.47
F� 4.47 + 0.287 ..2 :.s0 i,
FL 1.27 . .4 M. k.; 38.4 4,:
G. S_ 1.01E , 0.14 O,q O.f7 f I
. O. _K. INIT
DATE •i Bz
(PAGE.
I
kkd
e--�
ARINCO Armco euna]ny sr•1•m•
vBuilding Engin Nana
Clnclnngf,Olio<SZ46
i REFERENCE
CLe.k W.11 F..1a.ey
Ure 1 e vs 4„ A. 101 k.N ro r...l PA
Ck..k DL . I.L.
V 1.043 1,v
i, a 1.093 ky7 i 0,00 ant . 9.LL k•i < F, Wit k.: AX.
Ckack DL • WL,
C..... wd:.. A .13•
V 0.364 4.r.
P • 11,7f r.t . 1.113 cf/r..•1 . M.O� + !t . i.0/0 4./k•f )
P Q)7a k;r,
1.r10
F1 LTJ 76.0 - 1.0 (3.31 k., ) a 1.13 20.0 kc: AHC i(.3
CL 46.4 k.;
(L 0.11/ k;r. 0.110 ;.1 ).C3 k.. < rc D.K.
AI( .fla• <..af D.K, kr ..r•ef4w
INIT ?`N
ATE: 4/34
!PAGE_ ) '
i
O
RAKE GIRT - SECTION PROPERTIES ARMC A.TCO 9uUding Systemsv
REFERENCE
Section Properties
Rake Girt - Self Framing Engwa11
TK • 0.100" Fy • 36 ksi
L
A
b Y 4- i
Y- Y
ci ii
Elm L Y Liz CPr�� X Axis Y
a 2.5 .05 .13 .006 4.35 10.88 47.31 15.63
E 8.Z5 4.23 34.^ 147.62 561.5 3.05 25.16 76.75 -
c 3.o 8.4 25.20 211.68 1.5 4.5 6.75 27.0
13 75 W-M M7Tr __ W74 13r9T ZM
LY(Ir) • 266MI LX(T) • 119.59
1x3* 12 - 46.79 1 3 • 12 • 3.55
ix/t Td£.3b tj/t - Tr.r
Y - 60.23 in2 . 13.75 in - 4,38 in A 40.54 in2 s 13.75 in • 2.95 it
Ix - M O K .10 in - 14.23 in4 ly 14.77 in3 x .10 in • 1.48 in4
Sxg 14.23 in4 1 4.38 in • 3.26 id Syc 1.48 in4 . 2.95 in - .502 in3
Szc • 14.23 in . 4.07 in - 3.49 id Sya 1.48 in4 . 2.65 in • .56 in3
tx 142.3 in- . 13.75 in • 3.21 1n ry • 14.17. 13,75 - 1.036 in
KNIT RCR
DATE._ii9L
i
PAGE
ev
ARMCO A•nnco 811 m
lding Srnea
REFERENCE
Elm. c (Bending about x•Y axis)
w/t 3.0/.10 • 30
63.3/ 36 10.55
144; 36 • 24.00
Fc • 19.8 - .28 (w/t)
• 19.8 - .28 (30) • 11.4 ksi
Elem. a (Bending about Y-Y axis)
Wit 2.5/.10 • 25
Fc • 19.8 - .28 (w/t)
• 19.8 - .23 (25) • 12.8 ksi
Else, c (' .ding about Y-Y Axis)
w/t 3/.10 30.0
63.3/ ;/ F 10.55 w/t 144/• FY 24AC
30.0 24.00
Fc • 19.8 - .28 (w/t)
Fc • 19.8 - .28 ( 30 ) 11.4 ksi
j Elm. a (Bending about Y-Y Axis)
w/t 2.51.10 • 25
Fc 8000/(w/t)2 • 8000i(25)2 • 12.8 ksi
Find the maximum allowable Purlin Load, P.
Because P may be either an jplift or 4ravity load. the moment
capacity must be checked in each direction. With element "a" in
compression the allowable stress has been increased by 1/3 since
this condition can only be caused by wind uplift.
Sxc • 3.49 in3 Fc 11.4 kfi
Sxa • 3.25 tn3 Fa 1.33 x 12.8 ksi • 17.02 ksi
I;mx Fbs
4, • 3.49 in3 x 11.4 ksi 39.78"k �-
`"a 3.25 0 x 17.02 ksi 55.32"k1
Ca'E
ARMCO Armco Buildmp Syereme
REFERENCE
Compression in element "c" governs the gravity load.
M • PL • 4 P . am • L
Allowable '
• 39.78"k L • 16.0"
Pall 4(39.78"K) , 16 • 9.95, (gravity
Me 55.32"k
Pall 4(55.32"K) , 16 • 13.83` (wind uplift)
Check Connection
Use 1 3/8 'a A-307 Bolt Der panel rib
Single shear Fv • 10.0 ksi
yaliow • FvA • 10.0 x e- (0.375")2 + 4
• 1.10 kips/bolt
Check bolt bearing
Min panel Tk 0.023 Fy 48 ksi Fu 1.OP Fy 51,8"1
Use double panel thickness, bolt connects t0 locked panel ribs.
Nut and bolt have configuration to simulate washer characteristics.
Therefore, use bolt w/washer design values.
I
Fp 1.35 x 51.8 ksi • 69.9 ksi
Vall 69.9 ksi x 3.375" x 0.023" x 2 Tk's
• 1.21 kips/bolt
Bolt shear governs connection
pall 2 Bolts x 1.1 kips/bolt • ...20 kips (gravity)
all 1.33 x 2.2 kips • 2.9? kips (wind uplift)
Rib bolt governs vertical loads
all • 2.20 kips (gravity)
p • 2.93 kips (wind uplift)
Maximum Say Length
• Bay length a ;�°,11 )3We IMIT RCR
i ur h spat nqi Oa ,
�: ft. for 4 Lead
24'-0" end beys in 8 load are not available due to rib bait DATE. i:;$2 _
shear. IPAGiE :.:..1......
e-�
AQMCO Armco Build,og Svsbm•
V REFERENCE
Lndwall wind causes a uniform load along the rake girt bending it
about the Y-axis. The rake girt is then supported by the axial
strefgth of end bay Durlins on 5'-0' centers.
Find the max nan allowable wind load, w. Sin6o the section proper-
ties and allowable c0ipressive bending stresses are different bending
must be checked in both directions. The subscripts used refer to
the bending axis and/or section element under consideration,
Syt - .471 in3 Fc • 11,54 ksi x 1.33 15.35 ksi
Sya - .53 in3 Fa - 12.8ksi x 1.33 17.02 Ksi
ill FbS
I
Mt .471 in3 x 15.35 ksi • 7.22 in.-kip.
Ma .S3 in3 x 17.02 ksi 9.02 in.-kip.
CONPr'ession in element C governs the design.
M • wL2 8 w 8M L2
L • 60 in. %11 - 7.22 in,-kip
�11 8(7.22 kip-in,) i (60.0 in)2
.016 Kips/in,
�11 .016 kips 12 in 10D0 lbs.
--` —1, x --F x -O n 192 p i f
Check Connection
Use 2-1/2 ' A-307 bolts at each ourlin
Single shear Fv - 1.33 x 10 ksi 13.33 ksi
Vallow ' FvA - 13.33 ksi x ,r (.500")2 • 2.62 kips/bolt
or 5.24 kips/connection
I
Check Bolt Bearing
Min. purlin Tk. - .056 Fy - 50 ksi Fu 1,08 Fy 54 ksi
Fp - 1.33 x 1.00 x 54 ksi • 71.98 ksi
Vall - 71.9ksi x .5" x .056 - 2.02 kips
3,72 Kips/connection
INiT ACR
DATE ..`�j_.;._
PAGE
I �
r--�
ARv0 Am.co WIIdIM Sr 4t.aM
E uOding EnOm..rrnp
Clncinnol,Ohio 4!246
REFERENCE
Bearing Governs
Wall 2.02 kl s Purlfn 1000 lbs.
r n x Ta "tx ?cam
403 plf
Rake girt bending governs wind load
wall . 192 plf
Maxtman w . 26.4 lbs/sg.ft (SBC 110) x 7 ft (of wall)
+ 184 plf 4 192 plf OK
uac - ti besy Load Grcok4fa '1i,%M„ k4VAJ
i.fa. .r C.......4. - F.11 .r.. 10 —rl E. ...a .O..
V 14.48 r.0 . 14.0 C1 + z
w Iti. rit it2 rlc 04 A-
Cf .. ta.d'
w . 40.e0 r.t . 14.0 P + z = !bc pIr .. Et.! PI(
w = zL/r6 Rr tr.a rl. ` 19.0).
It.
60.0 1 Pt , + 21.9 0.• 10's"- Icc- : S20
M... • ( f:0•)a - (I. 11.8 d ) • scab• .. f. M,•
f.46", O.S3 10.9 6.: a I7a1
1
•
7R.8
AM S 3+
IPAGE. .
ENDAALI DIAP4RAGM AIVO Arnica Budding Systems
REFERENCE_
•� The endw all panel diaphragm carries a portion of the sidewall wind Armco
load. To determine the diaphragm strength and stiffness of the ellessearcn S
endwall panels. A full size test was conducted. It was found that e�cT�-Tin��oT_��o99yy
the altimate shear strength was inversely proportional to the panel cC7LTM7
lengths for standard endwall construction. For the purpose of structural
desig9n, four height groups were established, 8'-0", 10'-0", 12'-0 Report No.
14'-0" Sept. 17,1
Sdes " Design .oad Value
8'-0" High Sdes " 244 elf Desi n of
t aide
10'-0" High Sdes - lEl plf Tfee
Ul—aphraams
12'-0" High Sdes • 155 plf
14'-0" High Sides J plf
I
I
i
Ca-=
A� M0140 wulaq lam"
L'�C • IIt Stl►• f941"NO C.W. DIA•MRAOM SWWIM&V~ng
_ OIn0lnnall,Ohio 4sm
REFERENCE
7n...
N..b. .f 14..N..M. .i
B113.
W,.11 I7, a. •1. aM YL t.W. h-J.
Hat36f MPIi Gfa..4 li 161 la' $.7 If 6.7 µ'U7 i
t' Is' B.1
0.710` a173` 4.11 cisC
affl` 0.743A 3.f1 4.114
G 0.1rla L1H` fJi Cil1
10 I ws, 0.117` 4.44 Stt 4 f-
C Y.A. W& wool. M.A.
70 0 0.417` at62 ttz f.04 3
C III LUL ` 6.ff 8.14 S 1
g of a o fa' 0.84
I` s.0o :.:s 4 s
B
c _;14` 1485A 8.s7 n.42 7 q
g O.9O31 LOW 9JS B.L3 f 7
90
C KA. I
M.A. KA. I KA. KA. N.A.
N, W.{ L..: 0:.rl..S., SL... n:.. N..l.. 4 111.. N..A.. .i
8113. Day+ t•.- S.W. W;.1 L....I N. 2- A ►.0 NI. i.u. IL-.1.
H u7l{ MPH Ear.an Zo By 3h Cy 2I By 24�0-1 ii C.r 24 M
10 B 0,710 ` O.Oit' 4.56 f.f0 4
G 1.217` 14401 7.05' 9,41 G 8
g 0.119A I.I14` 5"11 '.11 f
I z' Bo
C I.f11A 1.109` lo.zt r..fi 0 10
10 0 1.141` 1.1764 7.40 &SO G 7
C N.A. KA. KA. I KA. N.A. N.A.
l0 9 O.KO` 4114` G.17 L4f f G
��C LAW L7O4` 10.1L 11.11 1 0
IAA Flo
J LOW L211" 8-03 9.11 8
.asl` :.::8` 14.1e 1714r3
9
l its' 1.cos` I&L1 ;as 8 10
C N.A. N.A. KA. NA. KA, N.A. DATE: +/B4
jPAGE: 3.
ARMCO4rmvv BuiWrny Systems
SE' F - FRA11tNG ENDHALL DIAPHRAGM V
REFERENCE
• Sample Calculation
Example Case:
8'-0" High 20'-0" Bay
UBC 30/25 Load Sdes • 244 lbs/ft
From load tables in Section I N.L. • 25.0 psf
M • 8.0 ft
L • 20.0 ft
Calculate the maximum diaphragm shear load, V.
V w x 7' x 2" • 25.0 psf r MR T� �— 2x-T •1.0 kips
Find the minimum effective length required to carry this shear.
Lmin • 1.0 kips = 0.244 klf • 4.09 ft.
Minimum number of full height endwall panels required
No. • 4.09 ft 1.333 ft/Panel • 3.08 Panels
Minimum Required 4
Example Case:
10'-0" High 20'-0" Bay
UBC 30/25 Load Sdes • 181 lbs/ft
From load tables to Section I M.L. • 25.0 psf
H 10.0 ft.
L • 20.0 ft.
Calculate the maximum diaphragm shear load, V.
V w z i x 7 25.0 psf x k�IP x 1� x 27— 1.25 kips
lluuu�uu T s
Find the minlmum effective length required to carry this shear.
Lmin • 1.25 kips ; 0.181 klf • 6.91 ft
Minimwn number of full height endwall panels required
• Vo. • 6.91 ft 1.333 ft/Panel • 5.2 Panels INIT
i
.Minimum Required • 6 DATE 5/34
PAGE -- --
rH -
- FRAMING ENDMALL DIAPHRAGM A M Armco Building Sys»ms
•
SampleSsmple Calculation REFERENCE
Examplee:
20'-0" Bay
ad Sdes • 155 lbs/ft
bles in Section I M.L. - 2S.0 psf
t
L = 20.0 ft
Calculate the maximum diaphragm shear load, V.
V w xH x L = 25.0 psf z k x 1 'x 20.0' = 1.5 kips
1000 T� — -
Find the minimum effective length required to carry this shear.
Lmin - 1.5 kips = 0.155 Of = 9.68 ft
M1„imam number Of full height endwall Panels required
NO. - 9.68 ft _ 1.333 ft/Panel 7.2i Panels
7 9inimum Required = 8
Example Case:
14'-0" High 20'-0" 34y
UBC 30/25 Load Sdes = 130 lbs/ft
From load tables in Section I M.L. . 25.0 psf
H . 14.0 It
L = 20.0 ft
Calculate the maxinmm diaphragm shear load, V.
V w x , x 25.0 psf z _ i 14.0 A =
u0 lb x —+ 1.75 kips
Find the minimum effective length required to .arry this shear.
Lmin ' 1.75 kips = 0.130 Of . 13.46 ft
Minimum number of full height endwall Panels required
. 40. = 13.46 ft 1.333 ft/Panel . :0.1 Panels
, . ( Ii MINI T.
Minimum Required '
DATE: 5;'84
IPaGE
ARMCMCO 4rtnc0 8oildlrr Svenma
HALL COVERING - SECTION `ROPER^ES v
R£PERENC=
SEtt1CN PROPERTIES - S'VLP'VRED S7EE',0:
-906— .80_ Ti
„ SSO
Tom.
.17 J 7 1
ee3 J i3.9I? .843
a GALE Design Tx • 0.023 Fy 48 ksi
Minissa Base Mats, TX • 0.023 s 0.96 - 0.322
One Nil Coating Each Side • 0.002
I
Minimum Coated Thictness • 0.024
BENDING GROSS PROPERTIES NET SECTION PROPERTIES
OIREC7i;N II
I-in" A-ins rA-in is-i.i` Ss•ini A-ins Q
Piss in
C»pression 0.60" 0.6010 1.003 0.5910 0.2925 0.5321' 0.718
Face in
Oa�pressian 0.60" .^.0010 1.303 0.418 0.255 0.4321 0.718
NOTE: Net 1. shown is !or load determination. Ix fcr
deflection determination may be slightly larger.
jW. dOP
• DATE e2
h
IPAG'c
ARMCO Mmca Building Systems
19C - Q2 WALL PANRLS V Bullding&glnavmg
CIMMMstl.Onto 45246
Sc�iP1�•-� STee�o < REFERENCE
2.4 IS Fy 48 i.;
I
Allsv.11a P�,.l Sr..., fit.
C.....ar %• s JJJ���
MPH C .,..a
Ht. .t P.er.••a S..t:.. 0..,.•.a S+.i... I)
La„ 2i, 7 17.iB L.17 a;.30
70 T�•• 20 p IG.17 12.04; N 'i6.17 17.71
:i .. 8 11.81 I4.14 11.81 21.71
M••. G If.f4 11.13s If.S4 17�10
laa (-a-) IB"f2 If.11 - Tr i0.7
Tl,« 10 C. 14. 14 1.iis 14.14 IS.SG 1
S 20' s- 0 17.32 1;-W 11. )2 11.04
Mesa C 13.51 B.SI'" lif9 14.15
Lw fd 16C6 12.80 . IG.GG 18.11
40 tL.. is' G 12.72 7,4Gs 12.72 14.00
70 er g !f.f8 II.20 a 16.fH 17.I5,
M.•a C. 12. 2.2L Id.4S
All.�ale 1t.. l..d .. t:•.Ila ,tom. d.n�. . ...'I....1 i..l�..�.
An....alla et.s Is_
c (v:.A ) + .G 48 4.; • 38.4 k,(
1 2
L_n_ . s v 8 Fr 3 y�
Well F..IT eh .rs
UTt il8 $MS to 61.t
AIL r•lla erk•,3 te.1 C e -1 ) 427 16%
• r 5... ...�; Fed :� w11 Z..rs.a• INI iEv
DATE. e/14.
e---7
ARMCO Armco Buiieino Svebms
ROOF COVERING - SE CTI OBI PROPERTIES v
REFERENCE
SECTICN PROPERTIES - FLAT STEELOX
t74C .62Y
Ob
v
24 GAGE Design TK • 0.022" Fy - 48. ksi
Minimum Base Metal TK • 0.022 x 0.95 0.021 AISI 2.2 (f)
AISI 1.3
One Mil Coating Each Side • .102
Minimum Coated Thickness 0.023
BENDING ;ROSS PROPERTIES NE" SESTION PROPERTIES
DIRECTICv
i-in4 >-in2 rx-in i -in4 S -in3 A-in2 �
Ribs is
Comoression 0.216 0.485 0.667 .216 J.133 0.a85 a.33o
Face in
Coffpressic- 0.216 0.485 0.667 0.087 0.079 0.160 0,330
NOTE: Net ix shown is for load determination. Ix for deflection
determination may be Slightly larger.
I
INIT RDC
ROOF CONE.RING - ALLOWABLE LOADS
AOMCO A.med Budd4q ta 8rams
21 SAGE - �♦ -,�_
-- 2* FIAT STEFy
PURL!"1_-"—S 5 p Uc
A""" 5'-0• Purltn Spacing
CAack as siapla sPan beano
Ribs in
Sx . 0.133 in3
FY 48. kst
Fb • 0.5 FY • 0.6 x 48. ksi 28.8 kst
N . WL2 . 8 Fb 5 AISI 3.1
W . 8 x 28 800 si x 0.133 1�3 Panel
a. x ern 76.5 Psf
If Mind load: Fb 1.333 x 28.8 zsi 38.4 ksi
r W • 1.333 x 76.6 Psf • 102. psf (wind) AISI 3.1.2.2.
Face 1�—
Sx • 0.079 in3
Fb 28.8 ksi
W . 8 x 28 800 - i z 0.07g in3 Panel
x TSTn- • 45.5 Psf
If Mind Load: Fb • 1.333 x 28.8 kst • 38.4 ksi
W I.
333 x 45.5 Psf • 60.65 Psf (Wind)
• ! INIT. jQe
ATE. 3182
PAGE i c
PURL:45 - DESIGN PROCEDURE ARMi CI Armco 8u,jdj g Syatamo
V REFERENCE
. � DESIGN PROCEDURE - ZEE LOK PURLINS
Purlins are lipped Zee sections spaced a maximum 60.0" on the slope Specification
Purlin alterable load capacities art determined in accordance with all for thee_sla
applicable provisions of the AISI Specifications for the Design of Cold of Cold-
Formed Steel Structural Member - 1977 Edition. In addition, testing Formed Seel
by Armco of purlins subject to both gravity and uplift lads have Structure
established the following supplemental design criteria: rs
1. The principal axes of Z-shaped cross sections are not parallel ITM7980
and perpendicular to the plane of the web as is the case IN doubly
symmetrical cross sections. As a result, such sections have a Armco
tendency to twist when laded in the plane of the web. To counter- Vesearch 6
act this tendency, adjacent purlins are essentially made "self-
bracing• by alternating their orientations, i.e., one placed with O
335
the top flange pointing toward the building ridge, the adjacent 3/29/78
purlin placed with the top flange puinti no toward the building
eave.
2. The most favorable orientation for a Z section oupportiaa vertical
lads is achieved with the top flange pointing up-slope (toward
the ridge). Because of the arrangement described to paragraph (1)
above, half of the purlin are oriented with their top flanges
Pointing down-slope. To compensate for this, allowable bending
stresses in the flange for gravity lading only are multiplied
by an "FB Factor." This factor takes into account that maximum
bending stresses due to biaxial bending of purlin oriented
"down-slope" are larger than calculated. The "F8 Factor"
decreases with increasing roof slope. At a roof slope of 1:36
its value is 0.98.
(Fb - 29.4 for tk > .056 and Fb • 26.5 for t - .056)• AISI 3.4.2
3. The allowable compressive bending stresses for beams laterally
supported on one flange only, such as the case of purlins to
which roof panels are attached, are not defined in the 1968
Edition of the AISI Specification. Extensive analytical and
experimental work is currently underway to develop appropriate
criteria. In the absence of these, results of Armco tests
simulating actual purlin lnstallatioas were used to establish
the following allowable stresses:
a) Gravity lads with no purlin spacers - 34 ksi
b) Gravity lads with purlin spacers at 1/3 ,mints - 41 ksi
c) Mind loads with no purlin spacers - 25 ksi
d) Wind lads with purlin spacers at 1/3 points - 30 ksi
• Fb was calculated with the web's outermost fibers stessed at Fb,.
• INIT
DATE:
.,..,, .... PAGE:
EMEM
ARMCO Armco Bwldirq Srsums
v _
REFERENCE_
Stresses (a) & (D) apply only to CT construction while (c) and
(d) apply to both CF and TF Coestructton. These allowable
stresses are limiting valves Intended to prevent failure by
instability. 411 stress limitations of the AISI Specification
are also satisfied and often controllad.
Additional criteria Aopllid to Zee Puriins As follows:
1. With TF construction, the roof diaphrayn carries that
coamonent of vertical lad In the plans of the roof.
2- Purlin sours are Bonet! repaired to orovide Nrlin SBC 110
stability against wirwl uplift and axial forces. All
standard conditions raooire two roes of purlin Spacers it
the third points in NU end bay and estli braced bay. One
row of spaun at eidsan is rapvired In all Interior bays
which transfer wind lads to a braced bay.
•
• ATE. sia2
PAGE. 5.1.1
9---)
ARMC 0 An,n:o Building Sviawns
• V REFERENCE
3 _
1.2t'
R oT"H
i
SIZE Lela I(T. re tx in. Axis r n`r Axis
In. Kill (urc) (inZ)
0'x.1 ' 3e 7.2 2.22 5.71 1.64 1r.5i3n 17.0
8 9
2'x.12' 36 9.2 2.61 7.95 2.10 1.75 16.2
.14" 36 9.3 .8 61. 6
.13 1.91 2.14 13.4
•
MIT RCA
ATE 3793
PACE S.l.Z
Z;C0 AMCO Budding Sort *
V
• __ MPLIN SIMaN PMRTIFS REFERENCE
0
.950
�0.750
e.o50
}z
r
I
rA Yi*ld YT Arva X - X Ax1] r r t 3
r
1n 1 t lnt 1n3 -fimlTr
.056 50 2.7 .93 7.81 1.91 3.13 1.24 .43 1.28 15.1
.062 50 3.0 .91 8.71 2.15 3.15 1.37 .48 1.2S 15.1
.070 50 3.4 1.03 10.1 2.46 3.14 1.55 .54 1.28 15.1
.082 50 1 4.0 1.20 12.0 2.99 3.14 1.82 .63 1.27 15.1
.390 50 4.4 1.32 13.1 3.16 3.15 1.99 .69 1.29 15.1
.100 1 50 4.9 t 1.46 14.6 1 3.49 3.16 L2.22 .77 1.28 15.1
INIT .10P
• DATE, 5i32
PAGE ialI
A CRM O Am o Buildlnp Systems
v
REFERENa
BOCA 201 LS �.oAit
Maximum Spacing S.-O.
Dead Load • 2.5 psf
Lfw lad 20.0 psf
Mt nd Lad 225 psf
By inspection OL + LL crittal
SEE SBC 80 FOR DESIGN
Ipr g(D ,tok Exp. g'
w end upIM = 13•04�pS4
ea If upl t�k = Z3.7 psi
"$o�j, c,� L,) � wk(I no4
�uY,�vol F4lQ d Pst�n , i�Prc' if
-A,e L for (cad t 1J94d Load
Cunlrols q Puy/t•ts a•� 6�
INIT: d
• .. . .. .. � GATE. Sl82
PAGE: 5.2.5
x --
ARWOA.mco Building Syatams
V
REFERENCE
�^ SBC BD
Maximum Spacing . 5'-0•
Dead Load . 2.5 psf
Live load . 20.0 psf
Wind Load 13.0 psf (uplift)
0 + W - -13.0 + 2.5 - 10.5 psf
D + L • 20.0 + 2.5 - 22.5 psf
D + L is critical load combiaatioo
12'-0' BAY Puriin .056'th. 8' Dp. 50 ksi
L - 12'-0' - 9' - 11' - 3' - 11.25'
12WL2 - 12 (5 x Z2.5) (11.252) 21.35-k
21.35-k
fb 11.18 ksi
( Fb - 26.5 ksi
fb 11.18 .43 < 1.00 O.K.
F5 - N-;
16'-0' BAY Purlln .056' th. 8' dp. 50 ksi
L - 16'-0' - 9' - 15' - 3' - 15.25'
12WL2 12(22.5 x 5)(15.252). v
Mw -8 x 1000 2e-
fb -M3 20.5 ksi
fb TIE . 7F3 .76 < 1.00 O.K.
•�J ]NIT: R1W
DATE: 4/84
PAGE 5.2.1
I
ARMCO quo BwlCirq Sv s
V
• REFERENCE
20'-O' BAT Pu,lln .062' th. 8' dp. 50 ksl
• 20'-0' - 9' • 19 - 3' • 19.25'
M.0 12WL1 12 (22.5 a 5)Rdd 19.252 62.53'k
T -
1y 62.53•k 29.09 ksl
77rT
F6 29.4 kst
fp/Fb M-r6r ,99 < 1.00 O.K.
24'-0' RAY Purlin .09' L1. 8' dp. 50 ksl
• 24'-C' - 9' • 23'-3' • 23.25'
M 12A.= 12(22.5 z 5 23.252 • 91.22'k
r- z
• fD 97 28.9 ksl
FO 29.4 k3l
fvFb 28,9S .98 a 1.00 O.K.
INIT 0OP
• ATE: 5192
.,.. I 5.2.2
AGE:
RRMCO A•mco Bwltlirq Svswma
V REFERLNCC
MIN SIZES
LOOM
W SBC 8O Sac 110 IBC 00/25 BOG 20115 BOG 40/15
12'-)' .OS6' .056' .056` .056' .OS6'
W-0' .056' .056' .062' .056' .082'
.062 .062 .090 06T 10' a .12'
24'40' .090 Ir : .12' 12' z .12' .090 12' a .12'
• i INM V
DATE: 5/82
....c ..2.9
AIVO Armco Building Systems
�S15n Lnp(J5 Are GrMt `11^,o,.^ c4 REFERENCE
i I StEELOIC ROOF WINO
BRACING SYSTEM
Sidewali wind is transferred to the endwalls or rigid fr4aees by the
"k" straps in the plane of the roof. The wind load on the upper half
of the sidewall panels is carried to the ridge purlin by the colon
action of the roof panels. The ridge ourlin resists the load in
"Y' axis bending transferring the load into the'k" strapping and in
turn to the endwall or rigid fraaai.
e.a.me
hry r.�
run. •1 I J" •4
The critical design exam le chosen represents a 14'-0" high 32'-0"
wide 24'-0" Bay SBC "0 loading. This was chosen as critical because
SBC 110, loading gives the maximum wind load condition of all the
five model code loadings, 24'-0" is the maximum bay spacing, and a
12'-o widt building gives the proper angle between side and endwall
for the %ximun strap loading.
The followi,.g sketches snow loading conditions and factors for load-
ing in the bracing strap, axial load in the ourlin and racking load
into the endwall
32'-0" Wide 28'-0" Wide
24'-0" Bay 24'-0" Bay
\\ �2NII
t i
t'
�7*5 e
•� 3'rac . 1.12, ? 1 Strap ` 1.15 ' INIT as„
P
DATE
ARM o a.mtt.aulwloo SWnm.
REFERENCE
W-0' Wide 20'-0' Wide
24'-0- Bay 2e'-0' Bay
1
/Sa 0 /� S
Strap 1..8 P P
IV-0' Wide 12'-0' Wide
24'-0- Bay i4'-0' Bay
I I
r 1.40 '�5 Q5
Strap - 1.1.1 P Strap - 1.67 P
• NIi _
I nxr=
i
UBG t2 Poor W1wo Bm�uNG v A Armco D yateme
.__. Sus' EngInW
alnp Erpmmp
Lmclnntll,Onlc 4S740
�QSI�h LItCtO( 5 G� �Aa^ AtJ.t�wJ REFERENCE
MIND LDADING • 31.74 psi
Day 24'-0^ N •
V P x 4 - 3i.74 x 14 121 plf
I
N • ii1 Plf
Y • Unifom load due to wind ac.ln3 in the plane of roof • ,I0 Kif
Since loads are delivered to the bracing straps by the bending
action a the ridge purlin^ the ridge purlin is considered as a
wiforvoly loaded bear supported at the 3rd points.
Sketch
'064v 1a '�r1L AISC Dth ed
.GiSule i Moment Deals Diagram
i 36
IWO .1.14
Keactionsl
Pt►r.1. 1 Rs'Hwl Fr ,Awl
1 L/3 - t D.00'
lam is
.53;rj—. .D8(.11, )(8)2 • 1 .11
.025w? � .025(.ta, )(a12 • 0. 3- __
.IDwI .10k.ct, )(Dl • 1 .47"
j INIT. REV __
DATE. 4/B4
IPAGE. 6.17—
A M p �,mco 6uudlna sya.m.
vBuodlny EnelnNrinQ
Clncmnatl,Ohio 45246
kEFERENCE
Reactions
RA - .4w1 .4(.111 )(8) 0.733
RB l.lwl 1.1(.221)(W 2.015
Reaction R8 is carried fro& the purlin to the wind bracing strap.
Reaction RA is carried directly into the frame or endwall.
Strap Check
I1.0j '-0" wide
24'-0- bey
Purlin r
\ 1.67 x 2.02 • 1.17 k Tension
Strap Parameters
1.25' wide x .031" Tk. Fy • 140 ksi
A - .031"2 Use .031 in2 due to 1/4' punched
Was in strap
FT - .6 (i40) • 84 ksi x 1.33 - it. ksi
P/A �7 do
Purlin Check
The ridge purlin must be checked Loth 1n Sending due to the wind
loading, and in compression or column action, which is due to a
load component delivered from the bracing strap.
T'te ridge purlin required for a 12'-0" wide 14 high, 24'-0" bay
TEC-LINE II Bldg. is a .12 Tk. 50 ksi for a 1191 vac 10 nrw
E.p.,... w.-d L..i .
Properties: The ourlin size for this particular example was
derived to be a 12" deep x .12" Tk. 50 ksi yield.
Sxx • 9.47"3 A • 2,61"2
• SYy - 2.10"3 JINIT
DATE <iea
1 PAGE. _. --
---s
MCU Armco Oulldln9 syatama
VD;dlalnq Eng'nwlnq
Clo<Innpl.QNO 45240
REFERENCE
Mn nt4 Calculated_
M1 . .0e,412 • 1,11 '
M2 - .025.12 - 6.31 •:
M3 - .1Dr12 - 1.47<
M3 - max - 1.47 x :2'/ft 17.6 <..
M 17.G
fb - SYY - 10 - 8.3% ksi
Fb 50 ksi . .6 x .98 • 29.4 ksi
fb/Fb - 8.36/29.4 - 0.1v < 1.0 O.K.
Axial Load Check
The axial load in this case is a component delivered to the purlin
due to the tensile load on the strap.
This component acts either in tension or compression.
+--9�--r..
Coepression t Tension
Thr compression mode depenAs upon the rigidity of the purlin
connection to the rake nirt and tl.e rafter. If these connections
move or loose rigidity the tension mode occurs. This is assumed
to be the most likely Case and is considered negligable.
Uplift Check
EA3a a••e •+•. ...1e •f .•�Ia (•• 22' ..nla 6..14;-j is
c.•1...1 ..fe
v 2. 2.40 ;,eoo Il./kq n 0.130 kli }
IINIT ?°•.�
a.210 e! ( tur)_ 12 : m a.g•„
8 4 it 8 ,DATE_ A/34
i 'PAGE
AR`M'CO Annco Building Syst m
Y Building EnginM ing
Cincomal.01i10 45245
REFERENCE
Moment at Purlin Midspn acting on the Ridge Purling Minor Aris
M .025 *12 • 0.7TIt x 12•1. .•.44
Fb 30 ksi
Sxx r.47 'e
Syy 2.10•5
ksi
4TT' • fb. N.7
4.44
•j • fby • 2.11 k.;
fb fb 11.7 2.11
m + TF • yg-;- + 2" .et + .07 .74 < 1.a oh
Moment Check at Purlin 3rd Points
iift
M • 3 (1-x) A1SC Beam
Diag. V
1 • 23.25'
r • .230Of
x • 8.0'
M • 230 (8.0) (23.25 - 8) 12• i68.4�
—2 u
Lateral Load
M3 .1,.,( 1.411k x 12•/Fi 17.64`.
f bx 168.4,k • �7.a ksi
i
n.64•k 8.40 kti
fby rr si
Fb 30 ksi
fby/Fb x + fby/Fby Ity 0.4400 .s? .
UNIT QEN
(DATE 4/94
IP�GE
AQM.CO Armco SwIding $Vats,,.
Endwall wind REFERENCE
Endwall wand is transferred to the s•'dewlls by the roof system and
the wind bracing system of 'k' strays. This loading is assumed to
occur on the upper half of endw+ll system and is transferred to the
roof bracing system through the purlins and rake girt.
The Critical Condition Considered is the 32'-0" wide 14'-0' high
2 0_.16'-.0" be" a sk ilo. (VL - 26.A 2ef)
i
e0 Ica,
F'
Strap - 3.17 P
'Bldg length moat not be
lass than building dth
K Strap Check
P Load at Ridge Purlin
r
PL x x wL - 7 i-r- x M4
BASK
--
/ 1.48"
� t \:3s n
Strap Tension - 3.1T a 2.96k- (2 Bava : : Scrawl
f t . P/A . 2.35 J .030"2 78.1 ksi
78.1 ksi < 140 ksi x .c - 84.0 kai
OK
Shear Connection
Shear load on fasteners equals the maximum allow straj tension
All.v - 1400,a, x .06" x .031"2 - 2.604 x 1.33 - 3.46k
S Allowable for 3-1/4 - 14 Sds —_—
Fastener by Lest .Bgkx 3 • 3.64k x t .33 - ].ilk JK iN1T
bse 3 FWs ners (DATE ;
iPaGE
__ I
UBG $l Roomr Wm�o BR4CmNG ARM O Ammeo Mudlogsratema
Bw'ding Engineoing
�x Cincmnnim ,Onto 45248
-btsgh Loads 6reax,>tr t� Ac u^I REFERENCE:
Endwall 'Wind
Endwall rind 1s transferred to the sidewalls by the roof systems and
the wind bracing system of 'k' straps. This loading is assumed to
occur on the upper half of endwall system and is transferred to the
roof bracing systems through the purlins and rake girt.
The critical condition considered is the 32'-01 wide 14'-0" high
2 2 16'- 0" bays • upC-XL 50 MIw E.f.•,..a "C (wL ii.l� r+l
1 �
0
P
Strap - 3.17 P
*Bldg :.ength must not be
la•a than building width
K Strap Check
• P Load at Ridge Purlin
N H 32.0' 14.0' k�r a
PL 7 x ix WL 2/• Z , )t)c +d I,so u, ' 3.c7
/ 3.61x
84
SL.r ta.•,ow 3.11 3.67 x + ( i aM, 2 ft..• � : 2.11 •
1t v P/A a 3.11 • + 0.030 �, • 17.0 kr;
Ft .6 Fr 1-131w •W) + .6 • 146 k+r . 112. Lr: it O.X.
Shear Connection
$hear load on fasteners equals the maximum allow strap tension
All.V • 140 h>, x .06" x .031"2 • 2.60k x 1.33 • 3.46k
• Allowable for 3-1/4 - 14 Sds INIT. RE N
Fastener by test • .38kx 3 • 2.64k x 1.33 • 3.51k OK
DATE: 4/a4
Use 3 Fasteners
(PAGE °t
c-�
ARMCO Ar^tao Building Snnma
V
REFERENCE
Bearing on Fastener
All. Bearing - .031" x .25" x 210 ksi - 1.63 k
3 Fastener 3 x 1.63 - 4.88k
Max. Allow Shear - 3.51k 0K
Eave Strut
The eave strut transfers the sidewall wind directly into the roof
system and transfers the roof loads directly into the sidewall panels
The eave strut is also assumed to carry endwall wind into the
sidewall panels. Due to the bolting and connection configurations
which occur with this member it is assumed that 'he bending and
axial loads that are developed are neglipable
• INIT )D"
DATE _3/54-_
(PAGE '_--
CO"
ARMCO Anna SuNding Systems
URC - a2. S'DEWALG WINO f3I2PCINO v S.Od,ng Engtnwtng
Cm0n.410,Ohio 45246
REFERENCE
Mind a.ting on the endwalls 1s ultimately transferred to the
foundation by diaphragm action of the sidewalls. The following
table shows the minlanua number of full height sidewall panels
required to resist the wind design loads.
etas.
Ne.l�r MPH E.t••••a 16 30 24' 2P' I 3L,
10 a t 2 N.A• N.A. K A.
C 2 2 3 N.A. M.A. N.A.
6.-0, 90 B L 2 L N.A. N.A. N.A.
C G 3 4 N.A. N.A• N.A.
90 B L L 3 N.A. N.A. N.A.
G 3 4 S N.A. N.A. N.A.
70 2 Z 3 3 4 4
c 3 4 S L G 7
10-0� 80 B 1 L 3 4 4 S G
C 4 s G 7 a 9
90 8 3 4 4 S G 7
c 5 G 7 9 t0 II
70 a 3 3 4 S S G
c 4 S . E 9 O
12 0" PO
3 4 S G 7 a
c S 7 9 10 ;
s 4 S C 90 7 P 9
c c 6 t0 IL 14 IL
70 8 N.A. 4 S G 7 a
C N.A. 7 9 to IL 14
14'•0" eoJ ® N.A. (D 7 a 9 to
C N.A. 9 I) 13 It Iq
90 8 N.A. 7 I a IO II 1 �}
• li N.A. I1 i4 16 19 ZL INIT
DATE °�9
�P aUE
r---7
ARMCOA"co Buuding 9vesem•
SELF - �wLWING SIDEMIILL DIAPHRAGM V
REFERENCE
Sample Calculaticn
Example Case:
12'-0• High 20'- • Vide
USC 30125 Load Sdes 155 ibs/ft
From load tables in Section I V.L. 25.0 Psf
H 2.0 ft
L 20.0'
Calculate the maximum diaphragm shear load. V.
V r : 7 x7 • 25.0 Dsf THE lbs— a ' x = 1.5 kips
Find the eimlo m effective length required to carry this shear.
Lein • 1.5 kips � .155 Of • 9.68 ft.
Wnieue number of full height endswll panels required.
Ho. • 9.68 ft 1 1.333 ft/panel • 7.28 Panels
xininxa Raquired • 3
7-NIT D
1DA
EI..JRANDUM
To iJ-d Date_F
From ,!a u�•:�i �^ _
Subject --�/ rt�.ts�v 5 (Lv�� . l d- o
1 ):.cis �✓^tr wr,�s ��,�7s Y . .Zl' �L. +F/ ,,.
7s'/- 967i
PUGETCONSTRUCTORS
4P,o
VtMry GUT, '.:x"
June 18, 198E
JUN 2 0 1",
State of Washington Department of labor G Industries:
This certifies that Puget construction Company, Inc. has paid all
outstanding balances due the State of Washington Department of
Labor 6 Industries in full and that all releases will be
satisfied on this date.
Depa ment oC LEI Representative
Dated this 18th day of June, 1986.
cc: City of Renton
ENGINEERING I CONSTRUCTION ; MANAGEMENT
I N T E R O F F I C E M E N 0
TOt t��, _� _ DATE: Shf/t)_:
FROM: rile tA'A •i��y'
SUBJECT: :-� :,�< h. , , tA,}c I Y —�M�nw�Vn.� A
Slate of W.ZMglo, • •
t` 0"Aft"'"i nl N .save
�d
FAME ref OZVON
AWII Procedx0 A M.Me
a.mlw WseNMpinn BleO 600 329 301
Ceitificnte of Pa -ment of State Excise
Taxes bt Public \Vorks Contractor'
Contractor. 1
PUGET CONSTRUCTORS p"V(` 67127
1235 EAST 4TH STREET
OLYMPIA WA 98504
1
We heiebv certify that taxes increases and penalties due or to become due from the alxm named
conbucinl undor Chapli•r IRO I_tra. 14 1931-� .11 .,mended, with respmt to the following puhht works
contract
CITY OF RENTON
RENTON/PROJ. W 615 (HONEY CRK. PHASE IV)
together with all other lazes. iocn•,i•l,s and lmn:dlic,due front Such contraelan, have been paid in full
or that Ilse are, ul the Dap Otmenl', 'gnnnm o t ., without recourse to the stales lien nn
the retaiuml percentage.
This ccrb6cate is Issi.rd pursuant t,, 1 ' ' :nor d Ch.' I Fo^_A Rrvisel Celc or washinglon
for Lilo sole purpose of udnrtnmg till, i. no, .1",n cholged wlth the duty or
dishnrxinY it aulhnti/114', the piN, , II : ! 'I LL 1 •uPt Ktul' that Iio Depainnent or
Revenue herebp I'l,i•aYe, till, slab'. bon Iv, ,tldu Ti 1+ t egc pluvded iY till: Ckll b•r fur ex
else taxes due front said co i'lo0or
This vvrnftcate does not release w^i contractor from liability for additional tax which ma} he later
deterluinell to be due w'Ith imlxcl nl .ne Ibove mentioned contract or olhel acllvilie,.
Date at Olympia. Wm.hmRtml. ��86
STATE OF WASIimmoN
PE1PAYTAIF.NT OF HF\'r\I'I
J01PYNN DECKER. AUDITOR
r,r nlpb.p O'Prrr
RUM\I. 1\hn. (.11 Pr.hn111n1 011ua, 1.11,p (rya lane t.hm,
11n\ (,I,, Ilk.I..Ad d(art Nryalri Ilk
IORM Rlv if Bu1F 4140 '
sl•I. nr w••r,�,lon ' MAY
�^ a•Dlrlm.nl nl N..•r,u•
r' FtCISF V,M N
•WII D—au�"'..n a Iy.Nw
01.^�Dv. Wninp,Dn ssso•ooau
600 3: 7
l'erlificate of PaA'menl of Staie f:Sclse
Taxes by Public {forks Contractor
Contractor: 67i2 7
TF V 1.
17a6 ERST {TH FTFR', p1`'
nLYMI IR NA ?LE' :
�U7,IrIiID �� C091Mr w,t etlrilpe 1ImD
We hereby certify that tales, increases and penalties due or to become due from the above named
contractor under Chapter 180, Laws of 19J5, as amended, with respect to the following pubhe works
contract:
CITY OF rrt'4r'
RENTGF 1,;z,- is 815 (HCNEY CRK. PHASE IV
together with all other taxes, increases and penalties due from such contractor, hate been paid in full
l or that they are, in the Department's opinion, readily collectible without recourse to the states hen on i
the retained percentage.
This certificate is issued pursuant to the provisions of Chapter 60.28 Reeked Code of Washington
I for the sole purpose of mformnig the state, county or municipal officer charged with the duty of
i
disbursing or authorizuig the payment of public funds to said contractor that the Department of
Revenue hereby r,.eases the state's lien on the retained percentage provided by this Chapter for ex,
cise taxes due from said contractor.
This certificate does not release said contractor from liability for additional lax which may be later
determined to be due with respect to the above mentioned contract or other activities.
Date at Olympia, Washington, MAY 15 1986
STATE or WASHINGTON
DEPARTAIFNT or RxvENVr.
JO LYNN PECKER, AUDITOR
Crntifeinp Or,
RUI'i No NDna (,qt pntwrnnr C11TNer. Cana, Cryn -Cnnux Nw.
FURM RFI n Wn 1"$) Nnk Cary- I,k. [:Mdrnn,E (,pt xtwa•1 F4
pUOETCONSTRUCTORS
MnB..Wg ru� Mw Lipton 9�oi-0W9
q,o»izoe. wae"
March 20, 1986
Bob Bergstrom
City of I>entm
200 Mill Avenue South
Fenton, WA 98055
FEWUN PORTABLE GENERAMR
Rear Bob:
Enclosed please find the key to the generator building and Pmp stations,
Thank you,
Sincerely,
^'� r
QN1 �AJ.�Q"lCY
Jo Bergford V'
Office Manager
JB/na
ENGINEERING ! CONSTRUCTION 1 MANAGEMEPY
of RE-
PUBLIC WORKS DEPARTMENT
DESIGN:UTILITY ENGINEERING • 235 2631
MUNICIPAL 801LOIN17 200 MILL AVE So. RENTON.WASH_aaouu
a
Ev
�rEU SE VT E�'0
BARBARA Y. SHINPOCH
MAYOR
March 19. 1986
Puget Constructors
Post Office Box 949
Olympia. Washington 98507-0949
Attention: John Bergford
Subject: Portable Generator Set
Dear John:
Please find attached the mean from our Building Department. Your
project is nut signed off by the 801ding 8 Zoning Department.
No retainage will be released until their approval is obtained.
Thank you.
Very truly yours,
i
Robert E. Bergstrom, P.E.
Engineering Supervisor
:mf
Attachment
cc: Ken Bindara, Bldg. b Zoning Dept.
� o
OF RF.
.; z BUI.DING & ZONING DEPARTMENT
s� RONALD G. NELSON - DIRECTOR
0 d
MUNICIPAL BUILDING 200 MILL AVE SO RENTON WASH LOsi 0 23S-2540
b
1rfO SEPt Er1p
BARBARA v. SH14000H
MAYOR
MEMORANDUM
DATE: March 18, 1986
TO: Hot, Beigatrom, Engineering Division
PECK: Ken Sindara, Building a Zoning Departuent
SUBJECT: GARAGE FOR MOUSING OF GENERATOR SET AT 3410 N.E. 12th
STREET (B-11559), ISSUED OCTOBER 21, 198,,
The last inspection on this was a foundation On October 10,
19885. Please have your contractor arrange for all required
inspectioorm.
KCB:pllp
Y Fee"
CITY OF RENTON
BUII.O'NC DEPARTMENT
1NSDECrION RECORD
INSPECTOR IDS
_.,` REQUEST DATE C __
A.M. .-� ^
SNSPECTION DATE ? ,M.AUDAESS y C,r' ' - I --
PERMIT M9%EREl LiTlC
INSPECTION TYPE OWNER 1
COlMENTS �----�
Y �-,P tCS
FORM M11 P-�..
(4-26-84) —.-- �,
PNCNi CALL) --
��� ���M
p4TF �_`.1. TArE
�9
Tip M,
{ r .
'%� •ELEPNONEO
11F�'q(.r..•. r,. PlER5E EALl.
WM.I GLL A(i6M
DAME
to
m N .eu
SPEED LETTER
TO: - ., BATE:
PROJECT:
SUBJECT: ----- --- '-r-=
S 4,1 ---
ORIGINAL DATE.
REVISION I_ DATE,
T0: Accounts Payable
"ROM: Public Works e�SUBJECT: CONatruction Contract//��CAG
Project Name: -t-ve
Prlee Contractor, Yy ��M/dryC
D11T6 RECEIVED
PRIME CONTRACTOR a SUBCONTRACTORS DATE
INTENT TO PAS APPIDAVIT Of
^^ 1 PREVAILING NAGaS NAGRB PAID
f — _
Signed n [ r/1r�
Proj t e�naar
cc. Project File
Form: 2/IS/85
n
j
��
MAIL TO: • A&AVIT OF
INDU5TPIA1 STATISICIAN
Ikpartmem of lahor S Indwtlies WAGES PAID
Employment Standards Sections ON PUBLIC WOBF:S (.'ONTIGCf
(Hymn". N.A 9>!_5"9631 ,ell.
1206) 7334019 -
C„nnct/BPW' Number W-815
Contract Awarding Agency r)'e Bid Was Duc ._JL
City of Rarreciri Late Contract Awarded _§105
Address 200 Mill Av un _ F -th Date Work Completed _2106 _
Ranieri, WA County In Which Work Performed _ KS rig .
Telephone Number 235-2600_ Prime Contractor Puget
four Convector's Regrtra'it . Certificate No. PAC 170SLA
Was a Statement of Intent Fowl
For this project, Ycs l21 No
In compliance with RCW' 39.12.040 I, th, undersigned, being a duly .thznzwt representative of
t :onstructore 1235 East FLA th Avenue OlyrTia, WA 9VQ _
fc..Oy a YiNvnV,clol iAawyl
do hereby certify that the following rates of hourly wage am' hourly fringL s terns have been paid to the laborers.
workmen and mechanics employed by me upon the project described above and that no laborer, workman or me-
chanic has been paid less than the "prevailing rate of wage" as determined by the Industrial Statistician of the
Department of Labor and Industries.
List below each classification of labor employed by,au upon the project described a)uve and +„e rate of hourly pay
and hourly fringe benefits paid to each classification.
PLEASE: NOTE
if apprentices base been emph+ned on this project,pro,ide this additional infra oration:name,reg,stration aumber,stage
of progression and date o; hiring.
nil
N<le ur Nnn nl Ilred,
hw Prr Iry. s<a<nl. 1'Lq
Electrician 21.53
v'*neral Laborer 14.96 3.43
Equipment Operator (Group 2) 17.79 A.lf
Nw. Aiuch AWa.1 Stmr a N<Na1
_ Putrat Cgnetzuctors _
Subscribed7 and sworn to before me B f La' Office Menager
thisJ�r/ —_ day of t (-
197L mar t.v uy —
^ _ f I n<rc0•.<n d+f i,mwJnf e�the.aae rasa L912OW li. n Mran w,wn
_!-rl IV! wd _ �r Nlw )912010 lur< hen un.fµd
h�un PoMx m aria rw Ohl Sure of Nashnyp,n,ravWnq'
'" NuarnFroa INDUSTRIAL. STATISTICIAN
DEPARTMENT OF LABOR AND INDUSTRIES
INSTRUCTIONS. �JJ 1 i i5uu
1. Pursuant ,u RCW 39.12.040 copies of this form must be a,mpleted by the cotr'-actor and each of his sub-
contractors.
2. Complete this form in triplicate and have it notarized.
3. Submit all fc•ms for approval to: Department of Labor and L:dustries,Employment Standards Section.Olympia,
Washington 9,'504-0631.
4. Mail an approved copy to the Contract Awarding Public Agency
CONTRACTORS ARE RESPONSIBLE FOR OBTAINING AND FILING AFFIDAVIT', of the SUB-
CONTRACTORS.This is requited by iaw and payments can not lawfully be.made until such a,,idavi+s arc(lied.
.h
UGET CONSTRUCTORS
Pov Om.:a Bon 9,9 Vrymwa M4sn.npro„a85p`-0p�9
�no�e 1'16 r5.-aE .
March 17. 1986
MAR 1 b lvc
Bob Bergstrnm -
Citr of Renton
200 Mill Avenue Soutn
Renton, WA 98055
RENTON GENERATOR CONTRACT
PROJECT N0. N-815
Dear Hob:
op
Enclosed please find Affidavit of loges Pais; on the above
project.
I believe all items have been completed and the jcb has been
accepted. Please forward acceptance letter and requirements
for retainage release.
Thank yd,I,
Sincerely,
John Bergford
Office Manager
VIGINEERING , CONSTRUCTION ; MANAGEMENT
i
RH2 ENGINEERING, P.S.
1410 Mark,l Slrcet
P O Boa 1180
KiW-AND. WASHWGTOH'J8033 _
drr 2/26/86 �r°a 1139.0C
- John Bergford
TO PUGET CONSTRUCTORS ~-
----- -- �—CitY of Renton _.
Portable Engine Generator Set
F Submittals r
L_----
WE ARE SENUING YOU a Attachaf ❑ Uodar -- -- _e foll _------- --j
eaperab epNrthe tolbwitta Hems:
11 Shop drawmgs p Pinata C Plans !.
CWY of letter - Sampll3 _ $pedih4lgnt
chafre ord.r
Lwnas w+c
12
—. Fuel Gauge —
2 -- -- --
Tachometer ___ . .-- -------
-- _I
THESE ARE TRANSMITTED as chscksd below.
❑ For sppro"I H' Approved as ubmined ❑ Resubmit_
coPias for approval
❑ For Your usa L Approved as noted ❑ Subma_-mples for distribution
❑ As repuested ❑ Returned for carenfont Retum_corrected prams
❑ For rwiew and comment
❑ FOR al" EIUE —iS._.-._.—.0 PRINTS RETURNLD AFTER LN1N TO US
REMARKS
COPY TO Bob Bergs tyym
-. .... _.—.SIGNED: Dan Ervin
For Use By City Clerk's Office Only
AGENDA ITEM
REN')N CITY COUNCIL MELTING
SUBM ITT INU
Dept./Div./Bd./Comm. PUL11C NOrYS/!.:'Lility For Agenda Of
Staff contact 1}7k Ikur,hton/Rob Rerrtstram lleeti ng Date
--T�^1G Agenda Status:
SUBJECT: JDa1 a&,e,t `or ;.AG 071-8; _ Consent
.___POY[ahlo Ftlyine f&0eratnr Set Public Hearing
`Ncnei Crenk Sewers P)ase 141 Correspondence_
Ordinance/Pesolu[i on
I
Old Business__
Exhibits: (Legtl Descr., Maps, Lte.)Attao` Mew Business
A. Supr':ary Sheet for F'nal Pay Estiriat, Study Session^ i
Other
a._
C. Appcval:
Lega! Dept. Yes_ No N/A j
COUNCIL ACTION RECOMMENDED: Apinval of Finance Dept. yes_ No. N/A
Proiect and rinal Payment authorizatirl Other a earance
ani be91n 30 day lien period aS of Fch,t.iry 24, 1,016.
F 1$LAL IMPACT: i
Expenditure Required $ Amount S Appropriation-
tludgeted Transfer Required S
' °•"ARY (Sackgr.und I-`ormation, prior action and effect of implementation)
(Attach additional pages if necessary.)
The Public HoreS Department recomm;ndS the Uroiect ana the final Day estiAvnte br
approved and that the retainatie of 0,412,53 be released aftor 30 tays if all
taxes have been paid and no liens have been filed.
This project was canptlot,!d on rebruiry 19, 1o15, xul L"'I ;v the Public 1'nrk%
Department. It is reClmmended that the f.iry r",uncil Adtent crmvletinn of Else )
contract as of February 24, 19114.
I
1
PARTIES OF RECORD/INTERESTED CITIZENS TO BE CONTACTED: I
i
I
I
THIS COPY FOR YOUR FILE$.
S,._�[.a_ gyp.. "+'i .1_. .. • —tir. w a w Y'/. r .�Y'_i.«•. 4R•a•i�a.:�'• 7
tii�i M\fin^' i�"J�ew.: .r.•►-..rw':�� �� Yam. -+2«*�++v' .i...
UGET CONSTRUCTORS
PPxt bM�ce Bo,9,9 0"P'e,MAamngton 9a507-09e9
Phone�2M6 Ik9671
February 19, 1986
Bob Bergstr3m, P.E.
City of Renton
220 Mill Avenue South
Renton, NA 98055
RENTON PORTABLE ELECTRIC GENERATOR
Dear Bob;
Enclosed is the executed Copy of Change Order No. 2 for the
subject project.
Thank you,
Very Truly Yours,
" bennis A. Burke, P.E.
ENGINEERING / CONSTRUCTION / MANAGEMENT
OF RF.
t
PUR— !—Z WORKS DEPARTMENT FEB i s ',sae
DPSiGN/UTILITY ENGINEERING 0 235-2631 91 0 � g
MUNICIPAL BUILDING 200MILLAVE.SO RENTON WASH 9ROSS 9
a
91
1'�❑ SEPTEllo�
TO: J _ Tom: LI'P'I' ` e NO
_ ,2 �S a
��jralI�,p +5 b
ATIN•
GENTLEMEN:
VIE ARt SLIDING YOU ,K ATTACHED ❑ UNDER SEPARATE COVER VIA — TIE FDL,.OMING ITEMS:
❑ SHOP ORAMINGS ❑ PRINTS ❑ REPRODUCIBLE PLANS o SPECIFICATIONS
o COPY OF LETTER ❑
-�5DATE WPM DESCRIPTION NO W.WIRKS
THESE ARE TRANSMITTED AS CHECKED BELOW: --
C FOR APPROVAL o APPROVED AS SUBMITTED ❑ RESUBMIT _ COPIES COR APPROVAL
FOR YCUF USE ❑ APPROVED AS NOTED o SUBMIT
o AS REQUESTED ❑ RETURNED FOR CORRECTIONS ❑ RETU COPIES OR DISTRIBUTION
RN — COPIES PRINTS
❑ PRINTS RETUPoM
o FOR REVIEW AND COMMENT o EO AFTEP L0AN TO US
COPIES TO: /
—. SIGNEDAj �-.
TITLE
IF EHEI.GAAES ARE MDT AS NOTED, KINDLY NOTIFY US AT BCE —__--
• CITY OF RENTUN •
PUBLIC WORKS OEPARM.11T
LUNIRACT CIW4GE URUER AGREEMENT
CONTRACT Portable Electric Generator CAG-071-85
LUNTRACTUR Puoet Constructors, 1235 East 4th St., Olympia WA %501
6OMMAY OF PROPOSED CHANGE
1, Place 2" crushed rock top course gravel surfacing on turn around
Lump Sum S 200.00
2. Provide Electrical "nduit for Telemetry Lump Sum 664.70
Subtotal 964.70
8 1" Sale Tax 78.14
TOTAL 1,042.84
All work, materials and measurements to be in accordance with the provisions of the
"Iandard Specifications and Special Provisions for the type of construction involved.
uKluINAI. CIRIIRIICTY LURRE11f-CUIiTFA'17 —ESIIEVi!LU NEi Cl1ANGE ESTIkWTLO CUN'ikACT
AMOUNT AMOUNT THIS ORDER I TOTAL AFTER CHANGE
t. $71 ,129.80 972,9 .93 $1,042.84 $74,072.91
or
SIGNATURES: CONTRACT U DATE 1
PROJECT ENGINEER '_ y1,7_ rio. DATE /B r/� o._
APPROVED BY ! / •: DATE 1 p SL
',�uhli�ilorks Ulrector�
U(aFT CONSTRUCTORS
Po.�once. Ary9��c:V'P. M.ninprcr Nw?_�9
P J .1206I)5•-%I'
January 30, 198,
Bob Ber: .rom
City of Renton
200 Mill Avenue South
Renton, MA 98055
PORTABLE GENERATUR
CONTRACT NO. CAG-071-85
PAY REQUEST NO. 4 (FINAL)
Dear Bob:
Enclosed please find our pay request No. 4 for the above
mentioned job. The job was substantially completed on January
29, 1986. and is ready for final inspection. We would like to
schedule a time during the week of February J through 8 for
generator start-up and final inspection.
Thank you,
Sincerely,
?���I
John 8ergford
Office Manager F'�t�I/f1179(+
f�i...,�*r'^f SM,Xf �Oe11k. v Y
4:1 .( pp
U dIN
t-fild *v M nJJ p,, -,/ , ^A/wAe*I.)6n5 e •t a cap
ENGINEERING / CONSTRUCTION / MANAGEMENT
CONTRACTOR/SUBCONTRACT .�Y
SPORTING PERIOD
MONTMLr RAN VOTER Ul'1 L12AT ION SPORT s' ..)• Month: Janua:,. Year: 8ti
TO be aubeutted w the City's Pra7ect � Goals oral Timetables as coogittrd ,
Engineer during the Mat wok of following r� 1� in Contractor's AfftT,Aat;ve
month while contract is in progress. Prime N'r" Action Plan t
Lbntractor Ia responsibla for obtaining and City's Plan _ 'l
subnuttir. all Subcontractor Re pr per rtr. — p y� 9.1
TO: (Home And I.Mice of Canpli"If Agency Dept Frog fear and location of coctrwt,,)
City of Renton Fff�1ge uc Constrtors
200 Mill Avenue South 1135 East Fba-th Avenlx
O1 is Wa 985,01
repo This is required by Executive Order 11246, action 20i. 7zilure to report
result in sanctions which include suspension, termination, cancellations or deban.a:,.. of
contract.
Fj-
3. Gino- Total .c tYork Raura of Employment (Ste footnote! rity nueDor ust er
of of
C Laai a .• e. w/n of incrit) Eepby.
fSq- BIe- er• AA tug/ tc�1 total
Corpagv'eogee (L C. Ilion• Tot• BLek panic ndia. -V�� -o- 2rploy. •es
Sen.-� a:e w/n ems
C SSi 343 1 4
Puget Constructors A
Tr
A
Tr j
I
A
Tr
A
1.
C
A
\r
C I
T
AD
Tr
it
AD
Tr
TT
7 Company =ff 4nature en a Doh S nod
k 9 • epnon :.uoer
(Include Area Code)
Rev. 11/77 (-Males a hrlea, eettimrities a xon-slfnorities) Page _ of
7/80 (Sub rn(Submittal Requirocs a City's 6o11s/Simatables)
Date .)&.nary 29. 1986
Project n n purtable Generator CAB No. W-8i8
This is to certify that the prevailing wages have been paid to
our employees and our subcontractors' employees for the month
of January,
1986 in accordance with the intents to Pay
Preva1 ng age iled with the Washington State Department of
Labor and Industries.
C ompa
Puo�ny fram y'%Lm"e v-tcu5
By 2�
Title _
CITY OF RENTON - PORTABLE GENERATOR - CONTRACT OCAG-071-85
Pay Request i4
......,...••...t•..eele•...ei.....t..t.ett......t.eeetee{ll Y.eee.ae a Item Item Unit % Completed.
Previous ieiete Currently•Due.
No. Price Complete tc Date Payment This Request
10 Portable Generator $ 40,200.00 100 $ 40,200.00 $38,190.00
S 2,0IO.U'1
2 Electrical Modification 6,200 00 100 6,200.00 4,340.00 1 .860.00
3 Site Improvement 19,400.00 100 19.400.00 9,7CO.00 9.700.00
4 Change Order el 1 ,685.60. 1 ,685.60 _ 1 ,685.60 -0-
TOTAL 67,485.60 67,485.oO 53,915.60 13,570.00
SALES TA @ 0.1% 5,466.31 5,466.33 4,367.16 1 ,099.17
$72,951.93 $ 72,951.93 S 58,282.76 $ 14.669. 17
Total Amount Without Tax $13,57,0.00
5% Retainage Withheld ( 678.50)
Sales Tax @ 8. 1% on Total 1,099.17
TOTAL PAY REQUEST DUE $13,990.67
TOTAL RETAINAGC WITHHELD-
Payment Y1 $ 652.68
Payment Y2 5„4.60
Payment I3 1,507.50
Payment /4 678.50
TOTAL RETAINAGF $ 3.374.28
U.S. DEPART'MFNT OF LABOR PAYROLL
WAGE AND HOUR DIVISION eM(FM eu�.M.No u-.ilg3
(°cr Contractor's Optional Use;See InstruEfinll,Form WM-3171ngJ
NAME OFCCONNTTRACTOIR o�N elleLONIRM.Tpe �npR[55
rA.R` oii oL '�"`_•A�•C.Til7.0 unronw- .---- ---.. / ,we EE—ouN N,✓f �LY/E'/p/A.E'l��nw�ioniu"cY wo --
n: m _ w�, wr ANo MTE m aM m oLwltTloM
m m
MME. AW*(3e. Y1J yp(5 _ N(1
(OCML SECURITY NUMWI r WORN TO(K MlE
{ ■NUID
Of MROY[f LI O Ir�T `�S Y�I Nto rAOM Wr MrMARINO �M � - arm �M R�
TAR eEEYefIOO r011 W[Slt
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154
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raw wNwI W-1—roRMER.r W, -PURCHASE THIS FORM DIRECTLY rROM THE SUIR. OF DOCUMENTS
LIS DEPARTMENT OF LABOR
PAYROLL. w!M AgMwRI
WAGE AND HOUR DIVISION
(Fur Cofnrsctq't OptbnRl Uu;$°!Inttr4rciwn,Form WF4-347 MIS,)
"ME Of iONTy TOR OR MI.WSRIMCIOR ADDIPR,t
r.Lcz�ar to�� Co /c r % E��'AvE �A9,Dl g o�
fDP :wF. .,v.. PR°
DAY AND DATE n4 !n m �
NLMC RCOq[4f. UIL M% O s€ rt•_ - - - -�— otnllerloRs FREE tCtYRIfT NUEq a [ MT RYOUNTOF EMPIYEt ._.
N°UM Of PAY WITIE -ter. WARd
v�'Sv NDUgE WORf LO LIE. DAY
EARNED FICANpLpNO ONKR TOFM fRY
a_
10
I
--- -- « }
4
- �4_
+ Y 4-1
— —
ARM 14N-.SN IIAq'-fMMEwIv pl p-fORCNA$E iN15 FORM OIR.CTEY FROM THE SEPT OF DOCUMENTS
U.S DEMRTMEN7 OF LABOR
PAYROLL R..AMnlba
WAGE ANO HOUR OIVIM011 bIY11 ewW 115.MA1�
(For Contractor'3Optional Use;See Inblrpctbn,Form W -J H471nFf,)
NaYa 0E coNn�f..-iw oR au.pownnnoa �p
M f0 E1 41-0 .—.-
m wrr wo eba m w m do
_----L
MAIL ASIOROn rw qS ,--
aC wo.a ✓. •' �,y T C ` LAMS °EdI--�— NR
"ICMI lMIRt MMtA a CU531nGildl T It +/ / a O MY A510111Ii --_- V;r ■MO
�iQG� IIe11M W04Fe tp1eM°At FARMED nu II°Ubnl6 - pMEa ial4 MR
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robbl S,M-M)�I/YI—f Eftf Sol IMJURCNASL THIS FORM OMFCELT fROM THE SUM. Of OWUMEM S
r,t fir
PI/2( � •
UGET CONSTRUCTORS
Mat OMce Bo."0 011mpa Vrtanmgton A95n'-n9aB
Pone�1J6�SO-98�t
January 15, 1986
Bob Bergstrom JAN 2 0 1986
City of Renton
20C Mill Avenue South
Renton, WA 98055
RENTON PORTABLE GENERATOR PROJECT
ELECTRICAL MODIFICATIONS
Dear Bob:
A visit to the above project yesterday determined that several
of the originally discussed wire intertie terminal spots have
now been changed because of the new Renton telemetry. Our
wires installed for a switching relay have been connected into
the new telemetry equipment (not by us) and we are at a loss of
how Renton wants the auto transfer switch connected to the
telemetry equipment.
Please schedule a meeting with yourself and your electrical
engineer and us to resolve this problem. We plan to be '
finished with the building and all electrical this week.
Sin erely,
L,
John Berg
Office Manager
ENGINEERING % CONSTRUCTION / MANAGEMENT
RN2 ENGINEERING. P.� uEumuftF V(1@ki G' anuir"IM L
1 a 10 Market Street
P O Boa IIBO
KRKLAND,WASHINGTON 99033
01 OBL86 a.SIi39.00
< W BergstromTO CITY OF RENTON Portable Engine flerator Set
200 Mill Avenue South N-815
Rolling Door 5ubmiA_.Is
98055 —"
WE ARE SENDING YOU .3 loathed C'. Under separate cover vu_____M[ fulluenne Items:
ft`top drawings . Prinh Plans ❑ Ssmp% rwifficsUona
'opy of latter (:hange order ,-—
C_OM{[ :At[ _NO __ O�acMR1pN
+ _ Ro111 Door Submittals --
-
.._— _._. JAN 1 0 1986
I
THESE ARE TRANSMITTED as checked below
For approval Approved as submitted Resubmit_copies far approval
For soar use - Approved as note Submit----copies fur distribution
As requested Returned for mrrecttons C RKum--corrected prmfs
For ravm.and comment N- For your files,_ __
C FOR BIDS DUE 19 " PRINTS RETURNED AFTER LOAN TO US
REMARKS__- —.___-__--
COPY i0__.
SIGNED: Dan Ervin
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1 11C �/ly ltllll�l 1lVltl 111ttIlC2� 1/1CLtL UELU L
Look at the advantages you get:
Durable Deasan. t he ttivmpan dux is ■Quick Inautlatiun.The(Aympan tan he installed
perfume'a"Cowered to withstand a wmdWad at 1n ka3 time than a sectional done and in about the
YB lbs.sq.It �1me arrwamt of time as the MetakraRa Curtain Dar.
•Fa ny Repair.Because the slat»ate miter ■Ids of Extras.The Olympian ht be ordered withchangeable,itsmuch enuer to Hxnuael mlbng d.»x rntd.� lte whrn eattnpp:tg ltxattght sort around the
than ettfttr a aect,nnal dour or a continuous,urnin ;xnmeter tit the tperang The thYmpum is available
due.Ail you do a remove the damages slant and with manual.chain,rr tramr operation,and can be
rtTiace them with trees term equipped with either cylinder tucks a slide halts.
■(•,erosion Resistant.The slat*art fabricated tram Perforated Jai»for added writdamvt and"tee thnxtgh
,mind and bonderized ueel and Irepatnted with a Capabilities' are also available.
n,te finish on both aitlm The guides am falricaud Q�2 li•.+n,gnlvamaed steel and the lwtlum bar from �v1�s�Waficat1on8
Th.tt means minimal matntenanm CURTAIN-"Will to fahnuttd tram interladang cuntd
Jab,KI-to"tvp At 10.galvanlmd and bondrnted.tas•:
Iumobod m sa gauge mailer'.1 mtsionsed wh`te n•..r,
1� loth ode»Alt.mate wtmhu .`,a,cv`Ad ul
r imi.ns Uu,n+det, ter.o,e '. and 1. �.r1"4.ne,
..yi +yuare ii.,t mJ
GL'IDES--Comprbedaf mlld'oemM steel uxiton»to it,;m
Y a dxt ofwfLnoM depth m ren•m cu.Yatn m guide» Guide»
will M:abncaud Irum IJ sang^gslvamztd steel nutenal
aM wteble fi flef,r with an❑gauge galramveil,rtounhng ar ale
' � •• + 't mnwnry or»reel
BOTTOMHAR—ILu[om Mr will const»t titan aluminum
'4t• extruded member and famished with a vinvi astrata,and
»bdeN.lt+»k,n¢ whe,i rtyu^,,I
COUNTERBALANCE HA RREL--Will he helancN
1 - .w 1 v Mbcal wound a nn p within the a,eh;on.ngsta n,-it h ,
4 "S assembly Cunaln nesemnly travel»nn wnit•d hoop with
fir' ..r... 1'seakd ball bearing,
BRACKETS- Angle turn+• � ,- '. •+son r1g apllonall or»Wmped nes•1
' /- "3'rC/ tnMal ilea Macke.s
OPERATION—IHn+ry e•atir•d+nR ioowiva,,h t,narra
I• �/� should beopnted M mean»ofe,lhergearnduvUoncham
1 �• IW,dalnaa opnt,an
f 0"ional INlatures
I i Perforated Slats a Lariat Weathentnpping
1 • •+ ,For V.mulaoan A See 51 Slide Sips 10phonal
Through C.apabtlitiew O.er 10'it 10'1
$) od oo
aCglvanixd g,Chaster Lks
HodChainHoo +�"wtor Hoi»t Opt•rawro
J+Guide N'.•.n h,•,.b ngnnq tur Opemuon
Quality, since the turn
of the century
Y'nu am n+ant„n Kuu+e.,.. 1'hoo'n•Iran budding
General Clearances tnerheaddtwnsmn`IS4o and pmudly»land behind
,-very one Kinnear offers the bmade;;t timiuct Ines in
the lnduetry.including
a Sectional doors m ateel and wood for residential,
mmnimial and indu.,t,,al use
IO' 0. 20 s• to s• If.S'' a Cotltng metal doors for light duty mduunal and
2,-0• us warehoe appilm.nnnn
c t -0• ri5' ta• u5'� r it Rolling steel down for tvtnmerclalami mdust nal u.w
e Automatic closing fire d,wn
eMnturoperaton
INNEAR
is
p 0 aa.sea Cnwaova onto sates fain 29a"4451
ell ass teas Yana soy— %ail lea'
W M,
" ss, t„ts .w F"A.eo 10"As".. anreetoa aa e N.1,—`, ::
t ..
OMEN
OF Rt4 •
v y. i PUBLIC WORKS DEPARTMENT
DESIGN/UTILITY ENGINEERING 0 235-2631
MUNICIPAL aUILDIN3 pe MILL AVE.SO RENTON,WASH 90055
e
¢V
BARBARA v. SHINPOCH
MAYOR
January 3, 1986
Puget Constructors
P pox S49
b,nr.,ia, IIA 585, 049
Attend-on. John Bergsford
Subject: Honey Creek Phase 1Y Portable Engine aenerat)r
Dear John:
Thank you for your letter of December 31, 1985.
1 have reviewed your request for a $342.00 cost increase to the metal
building for the extra Perlin and calculation cost increase for the City of
Renton 25 lbs. per sq. ft. snow load requirement.
While the UBC provides for a 20 ibs. per q. ft., and the Penton Building
Department provides for a 25 Its. per sq. ft. , the contract Specifications
clearly put the responsibility on your firm to provide this design load per
City of Renton requirements.
Since you used an alternate, non-specified building, the responsibility is
clearly yours to assure compliance with UBC and City re,luirem^nts.
No cost increase will be considered at this time.
Thank you.
Very truly yours,
v&(RA �
Robert E. Bergstrom, P.E.
Engineering Supervisor
:mf
CITY OF RENTON • METAL 4ICAIED BUILDING
ENGINE GENERATOR SET JULY. 1985
5.0
METAL FABRICATED BUILDING
1. GENERAL
14F SCOPE OF WORK FOR THIS SECTION CONSISTS OF THE DESIGN, MATERIALS, AND
FAPRICATION OF A PREFABRICATED METAL BUILDING SYSTEM COMPLETE WIT" ALL
APPURTENANCES INCLUDING DOORS, AND OPENINGS FOR COOLING AND EXHAUST y
51STEMS. THE BUILDING SHALL BF OF WFATHERTIGHT CONSTRUCTION, EASILY
ERECTED, AND SUITABLE FOR ITS INTENDED USE. A�, RELATED"lU1LD1N0
WALL BE A SOULE 1NOUSTRIES, TACMTE BUILDING SY 3, SYAR`MLOTRG, OR
APPROVED EQUAL. APPROVALS SHALL W OBTAIMED PRIOR TO'BID OPENING AND ALL
COSTS RESULTING FROM MODIFICATIONS TO THE DESIGN PLANS SHALL BE THE
RESPONSIBILITY OF THE CONTRACTQB.
THE MATERIALS FURNISHED SHALL INCLUDE THE STRUCTURAL FRAMING. ROOF PANELS,
WALL PANELS, BRACING, FASTENERS, SEALANTS, AND ALL COMPONENTS FOR THE
METAI BUILDING PROPER. ALL MATERIALS WILL BE NEW, UNUSED AND FABRICATED IN u
A WORKMANLIKE MANNER.
THE CONTRACTORS BID SHALL BE RESPONSIBLE FOR SUBMITTING DETAILED SHOP
DRAWINGS FOR THE STRUCTURAL DESIGN OF THE BUILDING. SUBMISSION AND
APPROVAL SHALL. BE IN ACCORDANCE W;TH SECTION I OF THESE TECHNICAL
SPECIFICATIONS, THE SHOP DRAWINGS SHALL SHOW ALL PERTINENT FEATURES,
INCLUDING; DOORS, VENTILATOR OPENINGS, ROOF AND WALL PANEL GESIGN, FLASHING
AND TRIM DETAILS AND FRAMING DETAILS.
2. DESIGN
THE BUILDING DESIGN SHALL COMPLY WITH STATE AND NATIONAL UNIFORM BUILDING
CODES FOR METAL BUILDINGS. THE BUILDING SHALL BE DESIGNED IN ACCORDANCE
WITH THE APPLICABLE PROVISIONS OF THE AISC "SPECIFICATIONS FOR THE DESIGN,
FABRICATION AND ERECTION OF STEEL BUILDINGS", ALL COLD FORMED LIGHT GAGE
STEEL MEMBERS SHALL BE DESIGNED IN ACCORDANCE WITH THE AISI "SPECIFICATIONS
FOR THE IIESIGN OF LIGHT GAGE COLD FORMED STRUCTURAL STEEL MEMBERS'. A4
DESIGN LOADS SHALL MEET OR EXCEED UBC AND CITY OF RENTON REQUIREMENTS.
5-1
OAUGET CONSTRUCTORS
Post Onlce 8os WB Oivmp&v mmn vy n B ,-000
17am 1 2671
December 31 , 1985 r.
,1
fill._
Robert E. Bergstrom
Engineering Supervisor 'JAN 2 1886
Public 'Forks Department
200 Mill Rvenue South
Renton, MA 98055
Dear Bob:
John is off on vacation, however, prior to his leaving, he
advised me that the City of Renton desired a snow load of 25
Pounds per square foot to be placed on the proposed building
for the portable electric. generatir. The Uniform Building Code
of 1982 specifies a live load loading of 20 pounds per square
foot with an 80 MPH wind speed load. There is ro provision in
the Uniform Building Code for a Snow-live load greater than 20
pounds per square foot. The Uniform Building Code states that
the local building official will establish the snow loading
when such load exceeds 20 pounds per square foot. Consequently,
I spoke to Jim Hanson of the Renton Building Department, and
asked him how they derived the 25 pound per square foot snow
load. He stated it was Renton's practice to utilize a 25 pound
per square foot snow load. It is difficult for me to believe
that 48 inches of snow will accumulate i� the Renton area.
However, I don't want to argue that poin, at this time. My
basic feeling is that if a load greater than specified by the
Uniform Building Code was to be imposed on the Rentcn generator
storage shed that Such a load should have been specified in the
contract documents. The load was not specified.
I spoke to Armco today and confirmed the fact that the building
wAch was ordered and is presently loaded on a truck will not
take a 25 pound snow load in conjunction with the other loads
and still maintain the 6' percent safety factor. Our only
solution to the problem is '.o purchase additional perlins and
develop a new set of calculations. Armco informs me that they
can load the additional perlins on the truck and develop a new
set of calculations. I have authorized Armco to load the
perlins and to develop the new calculations . They expect that
the calculations will be in our hands by Friday, January 3,
ENGINEERING 1 CONSTRUCTION / MANAGEMEN'
1986. We should receive the building with the additional
perlins by that time also.
We are hereby requesting a channe order to cover the additional
cost of perlins and calculations in the amount of $342.00 plus
sales tax. It you have any questions concerning this matter,
Please call .
Thank you,
Very Truly Yours,
Dennis A. Burke, P.E.
UOETCONSTRUCTORS
Pon O^ca eoa ew O:ympd vurnnpm�wiser-pWg
P•`W t706�>s.-B6T
December 27, 1985
Cob Bergstrom ..
City of Renton 3 0 1965
200 Mill Avenue South
Renton, WA 98055
PORTABLE GENERATOR PROJECT
METAL BUILDING ROLL-UP DOOR
Dear Bob:
As discussed by phone, we would like to substitute the
specified door for one of similar design but lighter weight.
Specifications are enclosed for yo r review, _
Since-el y,
John Bergford
cc: Dan Frvin
ENGINEERING I CONSTRUCTION - MANAGEMENT
Por
rol
wkb We Rd1-A-aa ti a the Rader m For over
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COM M MVINDUSTE"SERIES
1
1. \1110\ ared t e t refits srs%�orldwidr hale
Jnnnercd thr hnefits Punenr Rtdl-.4-Ihxx'
ha%to offer.
2. Iniun.aisx engmrrring combined with easy of
operation maAc the Poasrne Roll 4-Uxrcs ideal
for use on kutding dirks. "•
3.The Porsenc Induvnal d.wr comes in%at)ing
heigh's and widths to accomm,xiatc main dif-
ferent types of open inter
4..An outside installation creates additional inside
depth.The roll-up mechanism is then ecnrmd
fw a hood to protect I.and the.,pening, from
the elements.
L Special Lezan siaton panek sealed with weath =
erpmsf gaskets,can he installed on airs dmir,
NORTHWEST DOOR INC.
11 198.'1 87tn A�wwe > 8,0N 0
RENT wASHINGTi:N9803:
9M9992 724-4074
N., NTENANCE FREE SPECIFICATIONS—PORY:IN ROLL-A-DOOR' PRODUCTS
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1 N T E R 0 F F I C E M E M 0
TOt Old_ DATE:
FROM:
SUBJECTt
X 1t ,Sn/e c�
��� Qz) \� /r
. SPEED LETTER •
+��� - vIM
TO: Kid, _ DATE: ...
� 1rN '.7 :&. /✓O[l. �l%tt4'S PROJECT:
SUBJECT: { •w. o .crY,�e+�
74
c"',OF"NTOH
N S -
c ^�
i qne --
0 SPEED LETTER •
i0;_
DATE:
SUBJECT: PROJECT
Siqne M1
UGET CONSTRUCTORS
eoa�OnKe a..9�9 Orr�+ca Ny.n,�arn�%SC'(5�a
Pnons,2(I6 ]54%'
M
^E C. 15 '985
December 17 , 1985
iDu�ti 2C%N3
Bob Bergstrom
City of Renton o
200 Mill Avenue South
Renton, NA 98055
METAL BUILDING FOR PORIOBLE GENERATOR
PROJECT NO. N-815
Dear Bob:
Enclosed please find a complete structural document on the
proposed Armco building for the above referenced project.
Sincerely,
PUGET CONSTRUCTORS
John Bergford
ENGINEERING ; CONSTRUCTION , MANAGEMENT
OF Pk. •
"L lT
PUBLIC WORKS DEPARTMENT
DESIGN/UtH itv ENGINEERING 0 235.2631
MUNICIPAL BUILDING Tbb MILL AVE SO RENTON.WASH."05S
Pe
�rFp Sep1EMa".
BARBARA Y. SHINPOCH
MAYOR
November 12, 1985
Puget Constructors
1235 East 4th Avenue
Olympia, NA 98501
Attention: John Bergford
SUBJECT: City of Renton Portable Generator
Dear John:
As you discussed by phone and raised in your November 1, 1985 letter,
there are several questions roncerning yo.r project's electrical.
The telemetry interties and responsibility is one area I may assist on:
We are expecting delivery of the Highland Pump Station's new telemetry on
November 30, 1985. You will be connected to the new apparatus after this
date. Please contact Dan Ervin for details on the new telemetry. The
new telemetry is being supplied by Uniface Inc. of California
Thank you.
Very truly yours,
Robert E. Bergstrom, P.E.
Engineering Supervisor
REB:mf
cc: Dan Ervin, RH2 Engineers
®Er CONSTRUCTORS
NOV 5 i99S Coke.,4M Apra otf a w w vw gem
e 01 INN,751 e11
Noverber 1. 1985
Bob Bergstrom - City Engineer
City of Renton
200 Mill Ave S.
Renton. MA 98055
RE: PORTABLE GENERATOR CONTRACT N-815
ELECTRICAL CLARIFICATIONS
Dear Bob:
Our Electrician has met with the Electrical Engineer (Thomas
Leonidas) for clarification of the following:
Item WE 1. Print and Specs do not show terminal intertie
connecTTons with existing equipment.
Item 2. Sequence Relay Diagram (sheet C of 4) was incomplete
as to wiring and relay operation to do the functions desired.
Item 3. Telemetering interties and responsibilities are not
e scr ed.
The results of meeting on each item is stated as follows:
Item 1. Electrical Engineer did not know where interties
s ou be but could figure it out. He wanted RH2 Engineering
and City Engineers to varify connections. Puget's position is
that we must know the wires/terminal posts to tie into for
circuitry.
Item 2. Sequine Relay Diagram was connected to make sense and
we can wire up.
Item 3. The Electrical Engineer states that we need to
connec into the new telemetry equipment which at present has
not been installed. According to construction plans (sheet 3
of 4) if new telemetry equipment is not installed by
construction time then we are to connect to existing telemetry.
We need to know the intertie connection points on old
equipment.
No,j 3r?t4 -- r-LvtAa., t k.
tiaJ i�*14sr
ENGINEERING ; CONSTRUCTION MANAGEMENT
The Telemetry connection controls the
Automatic Transfer Switch operations of the
able so there is a problem of not being
to connect until new equipment is installed. Delays may
result.
Please advise as these items are going to prevent us from
completing the job and could cause additional cost to the
Project.
Sincerely,
John 9er9ford
Office Manager
cc, Dan Ervin, RH2 Engineering
CONTRACTOR/SUECO OR
"ONTNlr FAN►OVER UTILIZATION REPORT : Veer:
Get N P.EP ►ER
.� Ibnih: r�,.•tvL� Year:
t To be Submitted to W City's Project rigals and Timetables as cos•ritted
Engineer during the lot weak of following in Contractor's Affir%stive
etonth while contract is in progress. Prim Action Plan \
' Mntsactor is na,00nsible for obtaining and or per GKy'• Plan 9.1 \ I
subni tin all Subcontractor Reports.
To: (Nees and saoatte, Of tataptluoe Y•ny 0.yt.) From: (Mer sad leeatien of ewtractrr)
Puget Constructors
City of Renton 1235 E. tth Ave.
Olvwia. WA 98501
This report is require y Scut Sve Order ]124 ct On 201 Fellure to report can
result in sanctions .Mich include suspension, termination. cancellations or debarment of
contract.
a Tote] N]
Waft tloura of tlapleyaent (at* foetncta) r Ityitr nuaDer uaDar
er of
claeel e. .• e. • .• r/D of miner! tepby.
tlU_ rr. ma ten! tal to tal
flu- •- Fipla)- aea
company's our (l.t.) Treda tlena Tote !leek Panit .elan tact']. a are
I•la d s]e T
C
Puget Constructors A.
Tv I
Tr
_ Tr
Tr
A —_
t
T
Tr
-cespay' ErrieU `a iaeutun an a pte 81Aned y. daPlete lWDer
,l�hn Bergford - Off ir:e Manager _ (molt" Area code)
i / ,_.o'�S (206) 754-9671
aev. 11/77 (-Halos S Females, eaMincritits a Non-minorities) page of
. 7/90 (Submittal Nequiramento a City's Goals/T.IrtAblts)
Cltat N7ASTbar 7, 1985
PsojeCt.Penton Portable Generatm CM No. w-815
This Is to fortify that the prevailing wges have been pald to
our pgloyees and our subcontractors' e.ptoyees for the aonth
of In actordence ulth the Intent$ to pay
►rava ng age vlth that W$hington State Bepartiment of
Labor t Industrlas.
r
C-
PUGET CONSTRUCTORS
� .ar.tu IM,u.0 - B Ftxaro � $18.59
(craw Pay - $147.12
n
Ua1u_.uaiu
ncA $ 10.37
t1A•.-ul wltuu"mg $ 10.00
L l . $ 2.7u
I .DiA6 [!3L[.'now $ 29.07
1
c r°U.:ET CONSTRUCTORS
! •+,w,c•law
t!l!l •IM vVl lMlMl)!.M). C•4E.�No
Q VYRY�Iy,M,i1a1 G1101
'Ali
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.• IlL4t11ra1 dlg,twa Wlla -. dfYl
PAY
_ ,-MV I D d
.•noBa3&k• I:1:50000 :4,: ;.6a9 cc .
KX.ii CONSTRUCTORS t' y
_r11Iv - �1IDltll
r �.:,.wo diru'9 - 8 tY>taro 6 $21.53
i3tru iWy --S172.24
MMMM � cwua�ar .
$ 12.1d ,,AN
LadLxa1 W404W. av S 18.00
1Vilh:. OeL1mms $12.8d
I N.a PAY w IQLASO
j
7
ruuEI MiSTRUCMRS
IL•1 low.
i .w,rw +aaww4ta el� � CHECK NO
wr! - • w.nim
P"
owotw '•'`a.
or
. pawp ° - •t
rCO8839N �:125OOOO2��: 86394 O6W
I PUGET CONSTRUCTORS
f` V ILA,. JCAW _ Ituirm ! t
33 3n a g 511.53
j k.w:. ray - $710.49
41AIEl-—effm '.
iG. 5 W.od
• •W-, I W-,tNwlduig $102.00 '•
S 11.10+
.l':'M:. U11�UCi10lIE 5223.24
�11,1 i Ida PAY .5
� .• lit6
1 �
1 •
1 -
+ ?UGET CONSTRUCTORS
f .'VYf IL•I lmw •'
,O=t U"AVI PUDq(Mil1 CHECK NO
i iM v"DV tYy.iMGipl.iY°I
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IAXXL''-W w.ghLY-MY.'On d"11,M OR1 251100----___...
VAT
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F
i +'U068400 6:125000024>: 6639I. _: .
t'JGo 0 STRUCTORS
:n.xa. IaNiy - 31 1/2 tY.>.ua p $1F1.l9
tavon [Ry - $579.28
Dui1i'ti iivw
e1Ct $ 40.83
MiLltolding $121.UO
G !. 10.
V]=1111cm $172.46
fL7: PAY - ��:..
-
�
r PUGET CONSTRUCTORS
n>,tp�•i;wr
to, an.w r.uwt ro.wh CHECK NO
QrYPM wwyMw:fpw YllpOt It
owTE':i�- �� wouKr
PAY �p
•a rwE �F 1�
mw
00086t. 0, t:125000C24t: 86394 06 :,'
E_wi, aam - roman � (
...This Harr - ! ! $21.53
�. Q�w PRY - $w.59
FICA $ 4.55
i lulcir" W�Wdy)1dufg $ 2.00
La $ 1`01
�MIII !pi
t '
PUGET CONSTRUCTORS
` rfc•Isar 3F{j
I.IT I ITH AVI PW W rKftlI �
k),Y w weawaTm Owl CHECK NO.
"n" AI NT
dclla and 03/10o----.-----.--------------. _.._._
PAY
CW
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I
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Puw corns MICm
,)UGET CONSTRUCTORS
wwlc•�rwr '
n r �lw. n.,f lw l
uau wwY6YG1GY awl CHECK NO
owl+- w.nounr
PAY
70 THE
MOE11 )
w.nwuao sarr.w.
�'COBBBOr M,:2500002N: 8639'. CC:r
Engi�ee�i��g
October 22, 1985
S1139.0 (16/16) OCT
Mr, John Ber9ford
PUGET CONSTRUCTORS
1235 E. 4th Avenue
Olympia, WA 985t1
Subject: City of Renton Water Project No. W-915
Portable Engine Generator Set Submittal Review
Dear John:
We have completed Our review of the submittals and ship drawings for the
.,move referenced project. The submittals are approved as modified or noted
bel ow:
ITEM NO. COMMENT
1. Power Systems letter, Item No. 1
Approved as su"itted.
2. Power Systems Letter, Item No, 2
We require that a full bed plate (decking) be provided as specified.
It is our experience that road mist entering the trailer enclosure
from the bottom creates a dirty and oily engine qenerator assembly.
Since the electrical equipment in the enclosure is not housed in a
Nema 4 enclosure, the water also creates a potential electrical
hazard. All of the fumes generated by the diesel engine are lighter
than air and, therefore, would not exit the enclosure through the
bottom. We are not concerned about spilled liquids on the decking
since the fuel filler assembly is required to he lrcated exterior to
the housing,
3. Power Systems Leiter Item No. 3
We require that , el filler cap be locatad on the exterior of
the enclosure and ie lockable as specified. This arrangement allows
us to fuel the engine without exposing hot or rotating machinery.
4, Power System Letter, Item No. 4
Approved as submitted.
1410 Market Street,P.O.Box 1180,Kirkland,Washington 98033(206)827-6400
Mr. John Bergford • •
October 22, 1985
Page 2
5. Power System Letter, Item No, b
We require that a sight-proof louver be provided as specified. The
expanded metal grill is not approved f use on this project. Do
calculations indicate that an ELGO model 3310-48 louver has a
pressure drop of 0.40 inche, of water at an air flowrate of 1300
feet per minute. This is 20 percent less than the manufacturer's
recommended maximum radiator pressure drop of 0.50 inches of water.
6. Power System Drawing D-6880-6
Add AC system power and transformer for the unit mounted dome and
f'ond light per specifications and drawings.
1. Power System Uraving D-6880-6
Add over voltage 'ailure per specifications.
8. Power System Drawing D-6880-6
24 volt flood lights should have a drip shield per Contract
Drawings.
9. Power System Submittal, Section A. E/G Description
All exhaust Piping is to be stainless steel.
10. Armco Building Submittal
The instructions for building construction which you have provided
as submittal data does not include sufficiently detailed information
to allow us to approve the engine generator building. For instance,
we have no data on the following items;
a. Radiator sfrouo and wall penetration,
b. Exhaust pio.n9 and wall penetration,
c. Guide rail system,
d. Overhead garage door.
In order to expedite the completion of this project, we will allow
you to proceed with construction of the improvements without
approved shop drawings. However, if the completed improvements do
not conform to the level of quality and function ;hat we have
detailed in the specifications and Contract Plans, we reserve the
right to reject this work and have it replaced with specified
Products. At your option, you may provide us with shop drawings
that detail the above mentioned items for review and approval,
1 have enclosed two complete copies of the submittals for your use. Plere
tail if you. have Questions or require additional isforma' ion.
Sincerely,
RHJZ�ENGINEERING, P.S.
Daniel R. Ervin, P.E.
��
Enclosures
cc: Mr. Bob Bergstrom, City of Renton
Mr. James Keating, Power Systems
Mr. Tom Leonidas. Sparling A Assoc.
PUGETCONSTRUCTORS
"a.5 Est Uh Avenw Ohmpie.Wbhwgbn"M
Phew il?W 75e46/1
i
October 22, 1995 ''a,;.�
Mr. Robert E. Bergstrone P.E.
Engineering Supervisor
Public Works Department
Municiprl Building
200 Mill Avenue South r^* 2 4 18m
Renton, WA 98055
Dear Mr. Bergstrone:
Emergency Generator Building Highland Pump Station
I am in receipt of your letter of October 11, 1985
transmitting a copy cf the revised drawings. Since a change
order has already been �iegotiated on this aspect of the project
I would normally not respond. However, your letter contains
many inaccuracies and Cotally misrepresents the facts. It is
thus necessary that I clarify the situation.
The true events occured as follows:
1 . 1 was at the worksite on Wednesday until 12:30 assisting in
setting the forms. We ,vere setting the forms and had
reinforcing steel cut all in accordance with the original
drawings since no one had advised us that RH2 Engineeers had
revised the drawings earlier to meet Renton Building Department
requirements.
2. After returning to the office and ordering concrete for
8:30 a.m. Thursday I received a call from our foreman who
stated that someone from RH2 visited the site and stated that
the drawings were revised. His visit was on or about 2:30 pm. .
3. I immediately called your office four times between 3:00
and 4:30, 1 received no response. I called RH2 twice during
the same period.
4. On or about 4:30 1 received a returned call from your
secretary stating that we could pick up plans at RH2
Engineering.
5. 1 again called RH2 Engineering and contacted Dan. He
stated that you had all the drawings and the revised mvlar.
Dan also told me the changes that were being made. I developed
our own sketch of the revised footing.
ENGINEERING / CONSTRUCTION , MANAGEMENT
6. 1 again called your office and finally got in touch with
you and discussed the change.
7. We subsequently picked up the extra 35 bars and revised the
forms on Thursday morning.
Given the preceeding facts it is difficult for me to accept
the inditetment contained in your letter.
Very truly yours,
Dennis Burke
• • C.O. / 1 _ _
CITY OF RENT014
PUBLIC WORKS DEPARTMENT
CONTRACT CHANGE ORDER AGREEMENT
CONTRACT Portable Electric Generator CAG-0 1-8: _
CONTRACTOR Puget Constructors, Inc. 1235 East 4th Avenue, Olympia, WA 98501 754-9671
SUMMARY OF PROPOSED CHANGE
41 Increase 2" conduit between pump house and generator ga rag ,er NEC requirements. _
__, Lump Sum $ 253.59
/2 Increa>e garage floor concrete slab per City Building Dept requirements
Lump Sum S 1,21Z,20
TOTAL 1,465.79
15% Overhead Profit 219.87
TOTAL _ $ 1.685.60
8.1% Sales Tax 136 53
S 1,822.13
All work, materials and measurements to be in accordance with the provisions of the
Standard Specifications and Special Provisions for the type of construction involved.
DRIGINAL CONTRACT tUARDTWNYRACT €STIMT16 Ntl ORANGE €91WilEb COMA'
AMOUNT — I — AMDJNT THIS ORDER TOTAL AFTER CHANGE
S711129.80 $71,129.80 + 1i,822.13
S7?,9;1.93
SIGNATURES: CONTRACTOR -r L� _ DATE 21 !9A5
PROJECT ENGINEER N "� {�^Q _ DATEMMES_
APPROVED BY l� _ _ lam_ DATE
ub c Yorks Director
' C.O. 0 1
t ITY OF RENTOH
PUBLIC WORKS DEPARTMENT
CONTRACT CHANGE ORDER AGREMNT
CONTRACT Portable Electric Generator CAG-071-85
COhTRACTOR Puget Const- .ctors, Inc. 1235 East 4th Avenue, Olympia, WA 965UI 754-9671
SUMMARY OF PROPOSED CHANGE
/1 Increase 2" conduit between pump house and generator garage per NEC requirements.
Lump Sum S 253.59
42 Increase garage floor concrete slab per City Building Dept requirements
Lump Sum S 1,212.20
TOTAL _ 1.465.79
._ 15% Overhead Profit 219.87
TOTAL $ 1,685.6U
8.1% Sales Tax 136 53
S 1,622.13
All work, materials and measurements u be in accordance with the provisions of the
Standard Specifications and Special Provisions for the type of construction involved.
RMNAt cbFTRAUC tuARENT Z NYRIM- -ESTIMATFU NET`1ii�HA ---"€�T IMIE-o COMA
LAMOUNT AMOUNT THIS ORDER TOTAL AFTER CHANGE
571,129.80 571,199.80 + $1.822.13 $72.951.93
SIGNATURES: CONTRACTOR DATE
PROJECT ENGINEER ?_ ,�C(�}e- DATE
APPROVED BY �f .i. DATE i
-iVa�fc-Horks Director —
�3} kf • .
i 1
BUILDING 3 ZONING DEPARTMENT
RONALD G. NELSON - DIRECTOR
M,:\�CIPAL BUILDING 200 MILL AVE SO REN70N WASH M55 a .35-25a!'
%9 PO
p,FO SEPtE
BARBARA Y. SHINPOCH
MAYOR
MEMORANDUM
October 21, 1985
Fees for {,emits issued October 21, 1905
B-11559 Ruildin7 Permit 000/322-10-00-11 140.00
Plan Check Fee 000/345.83.00.00 91.00
Code Fee 000/237.09,00.00 1.50
'TOTAL 232.50
GIIY 01 lfljo Ufa I_f �'l111 1ilUN
, p
oflea '
i�b�,. ♦N
(5ft' pw 4* f 4r
• • , LlF RF�T
PUBLIC WORKS DEPARTMENT °•i- z
DESIGN/UTILITY ENGINEERING 0 235-2631 to
MUNICIPAL BUILDING 200 MILL AVE.SO. RENTON.WASH.98055 u.
♦lEa SEPtE�P
Tu.. T JOB NO
RE.
GENTLEMEN:
WE ARI SENDING YOU 0 ATTACHED a UNDER SEPARATE COVER VIA _TIE FOLLOWING ITEMS:
o SHOP DRAWINGS a PRINTS o REPRQNICIBLE PUNS a SPECIt ICATIONS
o COPY OF LETTER a
COPIES-- DATED501PTION AND REMNAKS
THESE ARE TRANSMITTED AS CHECKED BELOW:
FOR APPROVAL U APPROVED AS SUBMITTED a RESUBMIT COPIES FOR N'PROVAL
0 FOR YOUR USE a APPROVED AS NOTED o SUBMIT _ COPIES FOR DISTRI9»ION
o AS REDMESTED a RETURNED FOR CDNRECTIONS o RETURN CORRECTED PRINTS
U FOR REVIEW AND COMMENT a ___ D PRINTS RETGPoEJ AFTER L0AN TO US
COPIES TO:
SIGNED _
TITLE
IF ENCLOSURES ARE NOT AS MOTED, KINDLY NOTIFY US AT ONCE
L3f Ri � •
a 1
„� i BUILDING & ZONING DEPARTMENT
RONALD G. NELSON - DIRECTOR
D94 M $ MUNICIPAL 9UILDING 200 MILL AVE SO RENTON.WASH 990b5 a 235-254.�
NrEO SEPttooP r
BARBARA Y. SHINPOCH
MAYOR
MEMORANDUM
Tv'.lVh. l d11 �, I �o Ii. -iG.�.,Ci N!' I.•fl.vim,/,�'• .,G.. 'J�,.,.� ✓ , •.v ✓ril. . . �L. ,�t'v.�b!1r✓S
October 21, 1985
Fees for permits issued October 21, 1985
0-11559 Buildine Permit 000/322-10-00-11 140.00
Plan Check Fee 000/345.83.00.00 91.00
Code Fee 000/237.09.00.00 1.50
TOTAL 232.50
LI U.If Ii i llr., i
CITY Of NLNION Cf Mill b. AilUhf
3z '=
UOtT CONST11UCTONS
,rss ew 41h A m4 ot"w verm„ma,tam
vnaw UGm 754-071
October 17, 1985
Bob Bergstrom
City of Renton
200 Mill Avenue South
Renton, WA 98055
RENTON PORTABLE GENERATOR
HIGHLAND PUMP STATION
CONTRACT W-815
PAY REQUEST NO. 1
Dear Bob:
Enclosed please find documentation of work completed for
partial payment of work on the above mentioned contract.
The construction schedule is anticipated as follows:
1 . Site work/turn around railroad
ties October 10, 1985
2. Site work/generator building
slab, conduits October 10, 1985
3. Install AT switch-complete
Highland electrical October 28-30, 1985
4. Building erection December 15. 1985
5. complete new building electrical December 15, 1985
6. Portable Generator delivered December 18, 1985
7. Final testing December 20, 1985
We would appreciate prompt payment.
Thank you,
Sincerely,
John Bergtord
Office Manager
cc: Dan Ervin
ENGINEERING i CONSTRUCTION / MANAGEMENT
ORIGINAL DATE:
REVISION 1 DATE:
TO: Accounts Payable
FROM: Public Works oe^
F:NJF.CT: Construction Contract CJAR [�
Project Name• _-�ar:.a e.. '-�Vf.44 `3 14A^di1
—. v _.
Priam, Contractors ��1�df i fM1"V L —. TtiL .
WT6 NNCEI VEO DATE RECEIVED
PRINK CONTRACTOR s SURC'ONTRAC..".&F I:�T'QT TO PAT"APPIDAVIT OF 1
II PR[KILING HAGNS MACES PAID
Signed
Protect Engineer
col Project Pile
Feral 2/15/85
MAIL T0: PAYMENT RECEIVED Statement of
INDUSTRIAL. STATISTICIAN i1( L !G ,N�m7 INTENT TO PAY
Lo Department of bar • indastri.s PREVAILING WAGES
6mpblymeRl Sbndarde M,utio" IV
l d l_EyAI (Public Works Contrite)
Admlaialraliaa Building ,
01)mpia. WA 99aa
110617534A19 Contract Number�11-
Date Bid Was Du�L,a
Contract Awarding Public Agency Date Contra Awarded
(ITT ;( RtwL'N County in Which Work Performed_
Addrem ,_�Ct l-liLL AIC 5 Location Within County KIr+C
� A
tH Ti,N a _, Prime Contrectnr e)N4c i U Ef�gtNl+tk'S
phnrle.__ �f 3J ' 1G CC Contractor's Registration Certificate No.-!A,! CC U. IA'Kel
Do %ou intend To Use Subcontractors' Vas ❑ No U I
It, npm ham�e with/RC%% 39AU40 1, the undersigned, Laing a duly authorised repretwntali,ee of
— _SJ22r��t�c "1dDhS /%t�s E v7f t7 Cy q pTO�
do hereby certify that the following rates of hourly wage and hourly fringe benefits will be paid to all
laborers,workmen and mechanics emploved by me upon the public work-project described above and that
no IalRrer,workman or mechanic will be paid leas than the"prevailing rate of wage"as determined by the
Industrial Statistician of the Department of L ithor and Industries.
PLEASE. NO TK If apprentices are to he used they must he registered with the State Apprenticeship
Owned or they must he paid prevailing journeyman wager.
CRAFT ESTIMATED NUMiaa RATS OF RATS or IIIII'Rt v
OF WORKS" HOURLY PAY FRINGE ReNWM
91t triciem 1 21.53 ` y
General Laborer
/ r
Equipment operator (Group 21 1 V.59 ( j I;I I, ,/ C. k,
Nary Attach Add.. ....at Sheets an Needed. /_�OnS�i�re 7p e- S
By � K Subscribed and sworn to before me
/'I i' per 1,! 1 14e mnq --
thin _.w_� day of _. (I���c�L.
c APPROPE:D
t9 _I Department of Labor i lndustriea
I Indus al Slalia'an
OCT 1
and/nl tar nosh of N'mAlagron, li). _
'oboe m Mo.A.yrnh J3a/F >ate -_
REFOI(F FINAL,SK!"I'LEMEN'L'can lu made on an IONIC wor S r
' CONTRACTOR/SUS CONT OR ell' O —
�A G� REPORTING PERIOD
IbMINLY IIAhPOWEA UTILIZATION REPORT v"r .} month: %tar:
' To be 8-b—itted to the City's Project. �1 Goals and Vvertables as committed
Engineer during the let weak of folloriog in Contractor's Affirmative
nth vhile eontract is in progress. Prime Action Plan \ l
' oDntractor is reaponsiblt for obtaining and
submittin all Suhcontractor Nevorts. �� MT City, Plan 9.1 \
To: (a1a• eat lectelen of Cep.lsact Aaentr aspt.) FIOL: (a11e saa locative of teetractor) '
' Puget Constructors I.
City of P 1235 E Fburth Ave. Olynpia,WA 98501
' ThisWron is required y Ea•cutive Order 11246, Sectim 203. Failure to report can
result in sanction., which include suspension, tereinstion, cancellations or debarseent of
contract.
1. 2. 7. •.. f 41 b
oIro- To N1 Ott'
Work Yours of aaplo"WA (see footnote) rlty nwDor ester
or of
Cla.vi a• e. • • . •or of mirorit Eepbr•
• Xit- er. tour✓ b1 Lett!
fiu_ ECDlor" en
Coo 'e Mass, (LO.I "ra de t.ont Tot. al.rt penSc nEivi tsctle 'e_ w,T eve
DW Ith^^: •la C1t
Puget COf tvum..O S C 3
AD _
Tr
A
AD
It
Tr
A -
E AD
Ty
ll
T _
— —
- -
T. Coapry OftteYl'. lsna.re and Title t. Date slsned 9- e19phom lumber
Jotm: T. [iergfold Off:ce mmlaml 18, 1985 (lnclmde Are. code)
Roc. 11/17 (eoea:ss a remules, eerLnoritles a Non-minorities) page of
1/80 (Subr-ittal leaquir•mente a City's Gw19/Timetables)
Ca[e: M 1A 19AS ��
l•ro)ect Fanton Portable GengCator fvit No. h' 6',] _
This If to certify that the prevailing rages have been paid to
our im"loyees and our subcontractors' employees for the worth
of In accordance with the Intc..ts to pay
►nve nq aye flieTwith the Yashingtoo State Departilent of
Labs' a Industries.
y Nan
John T
By
Title clrr:... ta.....�...
C
C.O. 0 1
CITY OF RENTOH
PUBLIC WORKS DEPARTMENT
CONTRACT CHANGL ORDER AGREEMENT
CONTRACT Portable Electrir Generator CAC-071-85
CONTRACTOR Puget Constructors, Inc. 1235 East 4th Avenue, Olympia, WA 98501 '54-9671
SUWARY OF PROPOSED CHANGE
N1 Increasa 2" conduit betwee• amp huuse and generator garage per NGC requirements.
Lump Sum $ 253.59
I2 Increase garage floor concrete slab per City Building Dept. requirements
Lump Sum f 12,055.20
TOTAL _ 1,465.79
15% Overhead Profit 219.87
TOTAL $ 1,685.60
8.1% Sales Tax 136/53
$ 1,822.13
All work, materials and measurements to be in accordance with the provisions of tho
Standard Specifications and Special Provisions for the type of construction involved.
� GINAL�D�i�RAt7 �U�TiENT�6t1TAAC'f�€SfiltAi>D AET l><N €ITT it EL C NY C
AMOUNT I AMOUNT IrIS ORDER. I 1UTAL AFTER CHANGE
$71,129.80 $71,129.80 i $1,822.13 $72.951.93
SIGNATURES: CONT CTOR DATE
PROJECT ENGINEER _ Fes_ DATEic
APPROVED BY �ecto�--- DATE
-- —jPu--Tc Works- D
City of Renton
Building& Zoning Department
Phone: 235-2540
-_-- -_ BUILDING PERMIT PERMIT 811559
JOB 811559
Penmssn r is hereby y,ven to do the following described work,accordingto the condi-
tions hereon and according to the approved plans and specifications ISSUED 10l21/B5
thereto, suhlecl to compliance with the Ordm.races of the City ofRenton pertaining
GARAGE INSTALLATION FOR PORTABLE
GENERATOR SET
Job Address 3400 PE 12TH ST
Tendm
WHER Suite
me CITY OF RENTON P/WORKS
dress 200 MILL AV B VOID IF WORK Value of Construction 19,aoo.00
RENTON06Z-3 WA 98055 � IS NOT Cb`4MENDED
O
one 206 235-2631 IN IRO DAiS Permit Fee I40.00
NTRACTOR OR IF Plan Check Fee 91.00
nip 'MET CONSTRUCTORS DISCDNTINUED
ddress 1235 E 4TH AV FOR MORF THAN Add-on Fee
OLYMPIA WA 98504 180 DAYS
one 206 Other Fee 1.50
onh Ltc PUGETU16LA
ax No TOTAL FEE 232.SO
District
onstruclion T Sewer/Septic
Type Vacant Site Special Restrictions
uddmg Square Feet Site Coverage Occupancy Group
Ye of Elec. Service Occupancy Load
food Plain Elev. Shell of Building Height Limit
owest Floor Elev. Sprinklers Required Dwelling Count
food proofing Elev. CO Required Parking Count
Temporary Temporary Days StOri Story Count Code T
RevocableMisc Misc.Code 2
Revocable pays
THIS PERMIT DOES NOT AUTHORIZE ANY WORK IN PUBLIC RIGHT-OF-WAY OR ON UTILITY EASEMENTS.
I HEREBY CERTIFY THAT NO WORK IS TO BE DONE EXCEPT
AS DESCRIBED ABOVE AND IN APPROVED PLANS AND SPECI-
FICATIONS AND THAT ALL WORK IS TO CONFORM TO RENTON
CALL FOR INSPECTION
CODES AN
Before Work is Concealed
Applicant
or Pouring Concrete
JE
T TO COMPLIANCE WITH THE
Phone 235-254G J C NANCES THE
TB OC RENTON AND INFORMATION FILED HEREWITH THIS
I PERMIT IS GRANTED.
BUILDING DIRECTOR
y
-------- - ----- -------------------------------- -
City of Renton -
Building & Zoning Uepartment
Inspection Record BUILDING PERMIT PERMIT R11559
JOB B11559
ob Address 3400 NE 12TH ST —_
wrier CITY OF RENTON P/WORKS Tenant
ontracto, PUGET CONSTRUCTORS Suite
true of Nio,k GARAGE INSTALLATION FOR PORTABLE Tot,. Fee
GENERATOR SET $232.50
stalle•.
Iquad 10l21/ti5 B ! -
_ DATE INSP.
DAiE MSF
• • C.O. f I
CITY OF RENTON
PUBLIC WORKS DEPARTMENT
CONTRACT CHANGE ORDER AGREEMENT
CONTRACT Portable Electric Generator CAG-071-85
CONTRACTOR Puget Constructors, In_. 1235 East 4th Avenue 01)"pia WA 98501 i54-9671
SUMMARY OF PROPOSED CHANGE
Al Incr?ase 2" conduit between pump house and generator garage per NGC requirements.
Lump Sum S 253.59
42 Increase garage floor concrete slab per City Building Dept. requirements
Lump Sum S 12,055.20
TOTAL _ 1,465.79
15% Overhead Profit 219.87
TOTAL _ S 1,685.60
8.1% Sales Tax 136/53
I 1,P'.213
All work, materials and measurements to be In accordance with the provisions of the
Standard Specifications and Special Provisions for the type of constructs m involved.
(NRIF.INAI CITIiAT- tUAN-ENTCONTAA fl; - TM TtUIdTCHAN-a.__7:.S-7WT.D 'CONTRAC
lIl Y.MOUNT AMOUNT THIS ORDER TOTAL AFTER CHANGE
$71,129.80 $71,129.80 + S1,822.13 $72,9t1.93
SIGNATURES: CONTRACT(OR�� DATE _
PROJECT ENGINEER DATE
DATE
APPROVED BY __.__ __ _y DATE
�Pub�ic Yor scl—OlrectOr --'
OF RF. •
►>~ PUBLIC WORKS DEPARTMENT
z
_ DESIGN/UTILITY ENGINEERING • 235 2631
�O MUNICIPAL BUILDING 200 MILL AVE.$O RENTON,WASH.BB055
9 b
^�P
rFO SE P1E
BAR13ARA Y. SHINPOCH
MAYOR
October 15, 1985
Puget Constructors
1235 East 4th Avenue
Olympia, MA 98501
Attention: John Bergsford
SUBJECT: CHANGE ORDER / 1
Dear John:
Thank you for your letter of October 10, 1985. We accept your proposal,
and I have attached Change Order A 1 for your signature.
Please sign and return the original for my proce :ing.
Very truly yours,
Robert F. Bergstrom, P.E.
Engineering Supervisor
REB:mf
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MOTORS
EMITT i CONTROLS CORP.
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BOJO SOUTH
II2MO STREET 40879
(X1147.
m)S WA B0321N3
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ORIGINAL - `— --
UGET CONSTRUCTORS
flfpti+'.I awweww+.. 1Y 1 PU waIPwM 9W,
1215 Eeai"m Arenun )754-N W�an��tx 9850r
Pnpnp 1206115a�86't
October 10, 1985
OCT 1 4 IW5
Bob Bergstrom
City of Renton
200 Mill Avenue South
Renton, WA 98055
RENTON PORTABLE GENERATOR
HIGHLAND PUMP STATION
CHANGE ORDER NO. 1
Dear Bob:
The following items have incurred additional costs on the above
mentioned project which nee.' to be approved and added to our
contract.
1. The power conduit running between the pump house
and generator building as shown on the plans will
not meet the National Electric Code.
In order to be in compliance with NEC, we have
installed 3 inch conduit in place of 2 inch shown
on plans.
Additional Cost:
3 inch conduit material E 345.40
2 inch conduit material credit 153.61
ADDITIONAL MATERIAL COST E 191 .79
ADDITIONAL LABOR @ 1.03 LF % 60 FT 61.80
2. The change in contract drawings for a footir
around the generator concrete pad, as required oy
Renton Building Department, have additional cost
not originally part of the propesal . These costs
are as follows:
Added Concrete Costs-Reezcavation 8 New Forms
ENGINEERING / CONSTRUCTION ! AfANAGENENT
Reexcavation & Removal of forms $ 157.20
Concrete for Reinforced Footings
at Perimeter of Building
4.22 c+ @ $250.00 1,055 00
SUBTOTAL $1 ,465.19
CONTRACTOR OHBP @15% 219.87
TOTAL AMOUNT DUE $1 ,685.66
Please let me know if there are any problems with approving
these ad6itional costs.
Sincerely,
John Bergford
Office Manager
OF RE,� • •
� T
AIMz PUBLIC WORKS DEPARTMENT
_ DESIGN/UT1,J Y ENGINEERING ♦ 235-2631
W NICiPAL RUMEPING Zne WILL AVE.SO. RENTON.WASH.9I055
0
q y
qrED SEv(EM�
BARBARW Y. SHINPOCH October 11, 1985
NIAVOR
Puget Constructors
1235 East 4th Avenue
Olympia, NA 98504
Attention: Oernis Burke
SUBJECT: Emergency Generator
Dear Hr. Burk(
As we discussed by phone and as you were informed by Don Ervin of RH2. the
garage tloor slab has been modified with a thic�ened edge.
The change has been highlighted on page 2 of 5 in yellow on the attached
two plan sets.
f had expected someone from your outfit promptly on Wednesday be ;e Don
Ervin had notified you at about noon on Wednesday. Your work on idnesday
could be easily modified to accommodate this Building Dept. change.
It has come to my attention that no work has continueo, so please update
me on your work schedule ar to your progress in incorporating the thickened
floor.
Very truly yours,
rrM.rll`
Robert E. Bergstrom, P.E.
Engineering Supervisor
REB:mf
attachments
J i
r'
• r
SPEED LETTER
1 1
PROJEU
e
l
ago
► '
C
r
• SPEED LETTER o
TD:-- --- -- - GATE:
PRWECT:
SLSJECT: -..._ --
!E'MORANDUM
To Maxine Mato: City_CI!rk _ OtTE ja _RS
FROM BCb Bergstrom, Engineering Supervisor, Sept. of Public WorKs
SUBJECT Professional Services Contract, Amendment f4 - HORSY CREEK SEWER PRHJECT
Please find attached Amendment M4 for the Honey Creek Sewer Project,
Professional Services Contract with Hammond, Collier d Wade Engineers.
Tha City Attorney's review and respof,ses are attached for your records.
Bob Bergstrom
RB:mf
atta-hments
UNIT 1 TOTAL BALANCE
ITEM PRICE COMPLETED DUE REMAINING
1 . Portable Generator $40,000 0 ," 0 $40,000
2. Electrical Modifications
at Highland Pump Station $6,200 40 $2,480 f 3,720
-Conduits installed
-All electrical
supplies delivered
-Some wire pulled
3. Site improvement of E-6
set Building at Highland
Pump Station $19,400 50 $9,700 $ 9,700
-Site work complete
-Slab and footing
completed
4. Charge order /1 $ 1 ,685.60 100 $1 ,685.60 0
TOTAL $13,865.60 $53.420
SUBTOTAL $13,865.60
LESS 5% RETAINAGE 693.28
SALES TAX @ 8.1% 1.123.11
TOTAL DUE FIRST PAYMENT �1! .5.43
� 0
AlRGW !LlCTRIC C%�., INC.
P.O.sox [ef[)
se.ME wesnwewn .ein
laesl aaaeaw
8 octeber 1985
OCT a 1a85
City of Renton
4unicipal Bedding
Rertona ;tA 98055
Attr Robert ;. Barg^trom
Re: Horny )reek Litt Station
LTnrwncy Power Receptacle
Dear Sir:
As per Sperling & Associates letter dated 20 June 198„ we
will be furnishing and inetalltng a Roseau & Stoll Model.
Ro. '?504}'?AFw emergency power receptacle on the service
pa,mr pawl for the above subject project.
VeTS T^4v Yours#
Arrow rlectxr!c ;b.a inc.
�Z.L. Berm
GC- 'Fred Korn
;'m mend Collisr e, Yade44vinrstow
m
4 a
'UOET CONSTRUCTORS
"3'E.0 f,R Av nLp 0"mp KM�agfm 9g&i
.ePtember 25, 1985
Bob 8erystrom
City of Penton
Engineering 0epa-Ement
200 Mill Avenue South
Renton, WA 98055
METAL GUILDING PLANS
FOR PROJECT W-815
Oear Ruh;
Enclosed is a set of metal , ,nldinq plans io, your use in
nbtaininv the building permit,
If additional information is n, :d, let me know.
Sincerely,
PUGET CONSTRUCTORS
�/���Iti�
John Bergford
Office Manager
SEP 2 6
ENGINFFRING CONSrRUCriON I MANAGEMENT
SPEED LETTER
lay y 23r ; DATE: S, fi2tit``` l4yc^-
Fk�_
SUBJECT: �r7 '^ PROJECT:
l�.T'F —
It
L I'll
t Scara.� N�an.s
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'( W)T APPROVED
PROJECT NAI�L� j�1 . �� L 9 , Cv�OK�l�
DATE: ---�-- (}�
S:C.NATLI.E�
REASON: ,._.
21:-,Ka �� t3c AG IZe v
ADCITIONAL INFORMATION NEEDED:
dv!.T•. ��„>,,,,,.� - J 3' .'" :i�l' FORM 0139
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UGETCON4TRUCTORS
.=avas. . r -.
72 u 15 East e�h Avene ;- MYah n9w gem
Phare 2 t 754-W71
August 14. 1985
Bob Bergstrom
City of Renton
200 Mill Avenue South
Renton, WA 9809"
PORTABLE GENERATOR SET FOR
HIGHLANDS PUMP STATION
Dear Mr. Bergstrom:
Enclosed please find requested submittals needed from us to
comple_e the contract document for the above project.
These items are:
1. Performance bond
2. Copy of city licenses
3. Copy of state licenses
4. Insurance certificate
5. Affirmative action plan
We would appreciate knowing as soon as possible the selected
generator set as this would expedite our submittal and material
ordering process which is currently being compiled.
Sincerely,
PUGET CONSTRUCTORS
M z
John Bergford L aeiav
Office Manager NT (M115Z.
AUG 1 9 15w
ENGINEERING / CONRTRUCTION / MANAGEMENT
ENDING
OF FILE
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